HomeMy WebLinkAboutContract 44061i
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FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
C�TY SECkETA�LI U G�(S7 f
CONTRACI' 1119.
2008 CIP Neighborhood Streets Project, Contract 9B
Pavement Reconstruction, Storm Drainage Improvements,
And Water Line & Sanitary Sewer Replacements For
W. BALTIMORE AVENUE - LIPSCOMB ST. TO TRAVIS AVE.
GLENCO TERRACE - WARNER RD. TO STA1�iI.EY AVE.
W. LOWDEN STREET - GORDON AVE. TO STAiVI.EY AVE.
RYAN PLACE DRIVE - ELIZABETH BLVD. TO CARI,OCK ST.
S. HENDERSON (FORMERLY ADAMS) STREET - JESSAMINE ST. TO CARLOCK ST.
W. JESSAMINE STREET - COLLEGE AVE. TO LIPSCOMB ST.
LIPSCOMB STREET - PAGE ST. TO JESSAMINE ST.
W. MYRTLE STREET - S. HENDERSON ST. TO COLLEGE AVE.
Betsy Price
Mayor
City Project No. 01269
Tom Higgins
City Manager
S. Frank Crumb, P.E., Director, Water Department
Douglas W. Wiersig, P.E., Director, Transportation and Public Works Department
Richard Zavala, Director, Parks and Community Services Department
Prepared for
The City of Fort Worth
Transportation and Public Works Department
CITY SECREI'AR�� �
D.O.E. �ILE
coNr�►cTo��s eoN�N� ���
CONS?RUCTION'S ����
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October, 2012
TEXAS FIRM REG. No. 3162
URS CORPORATION
1300 Summit Avenue, Suite 600
Fort Worth, Texas 76102
(81� 390-1000
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01-14-13 PO4:�E3 IN
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FORTWORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
2008 CIP Neighborhood Stre�ets,Project, Contract 9B
Pavement Reconstruction, Storm Drainage Improvements,
And Water Line & Sanitary Sewer Replacements For
W. BALTIMORE AVENUE - LIPSCOMB ST. TO TRAVIS AVE.
GLENCO TERRACE - WARNER RD. TO STANI,EY AVE.
W. LOWDEN STREET - GORDON AVE. TO STANLEY AVE.
RYAN PLACE DRIVE - ELIZABETH BLVD. TO CARLOCK ST.
S. HENDERSON (FORMERLY ADAMS) STREET - JESSAMINE ST. TO CARLOCK ST.
W. JESSAMINE STREET - COLLEGE AVE. TO LIPSCOME ST.
LIPSCOMB STREET - PAGE ST. TO JESSAMINE ST.
W. MYRTLE STREET - S. HENDERSON ST. TO COLLEGE AVE.
Betsy Price
Mayor
City Project No. 01269
Tom Higgins
City Manager
S. Frank Crumb, P.E., Director, Water Department
Douglas W. Wiersig, P.E., Director, Transportation and Public Works Department
Richard Zavala, Director, Parks and Community Services Department
Prepared for
The City of Fort Worth
Transportation and Public Works Department
October, 2012
TEXAS FIRM REG. No. 3162
URS CORPORATION
1300 Summit Avenue, Suite 600
Fort Worth, Texas 76102
(81� 390-1000
i
L
00 00 00 - I
TABLE OF CONTENTS
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SECTION 00 00 00
TABLE OF CONTENTS
Division 00 - General Conditions
00 OS 10 Mayor and Council Communication
00 OS 15 Addenda
00 11 13 Invitation to Bidders
00 21 13 Instructions to Bidders
00 35 13 Conflict of Interest Affidavit
00 41 00 Bid Form
00 42 43 Proposal Form Unit Price
00 43 13 Bid Bond
00 43 37 Vendor Compliance to State Law Nonresident Bidder
00 45 I 1 Bidders Prequalifications
00 45 12 Prequalification Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
�o��T r,r;..,,,.;+., ,..,a �x�,,,,,o., u„�:.,o�� �„�o,-.,,.;�o r:,,.,t
00 45 40 Minoriiy Business Enterprise Goal
no��..� � c,,,.,ii iz„�;,,o ��„�o..,,,,.;�o r,�.,t
00 52 43 Agreement
00 61 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of Insurance
00 72 00 General Conditions
00 73 00 Supplementary Conditions
Division O1 - General Reyuirements
O1 11 00 Summary of Work
O1 25 00 Substitution Procedures
O1 31 19 Preconstruction Meeting
O1 31 20 Project Meetings
O1 32 16 Construction Progress Schedule
O1 32 33 Preconstruction Video
O1 33 00 Submittals
O1 35 13 Special Project Procedures
Ol 45 23 Testing and Inspection Services
01 50 00 Temporary Facilities and Controls
O1 55 26 Street Use Permit
O1 57 13 Storm Water Pollution Prevention Plan
O] 58 13 Temporary Project Signage
O l 60 00 Product Requirements
01 66 00 Product Storage and Handling Requirements
01 71 23 Construction Staking
O1 70 00 Mobilization and Remobilization
Ol 74 23 Cleaning
01 77 l9 Closeout Requirements
Ol 78 23 Operation and Maintenance Data
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Au�ust 20, 2012
2008 CIP Nei�,hborhood Streets, Contract 9B
Proiect No. 01269
000000-2
TABLE OF CONTENTS
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O1 78 39 Project Record Documents
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project's Contract Documents
Division 02 - Existing Conditions
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Division 03 - Concrete
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Division 26 - Electrical
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Division 31 - Earthwork
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Division 32 - Exterior Improvements
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 20, 2012
2008 CIP Neiahborhood Streets, Contract 9B
� Project No. 01269
000000-3
TABLE OF CONTENTS
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C]TY OF FORT WORTH 2O08 CIP Neighborhood Streets. Contract 9B
STANDARD CONSTRUCTION SPECIFICAT]ON DOCUMENTS Proiect No. 01269
Revised Au�ust 20, 2012
00 00 00 - 4
TABLE OF CONTENTS
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Division 34 - Transportation
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Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's Buzzsaw site at:
htps://proj ectpoint.buzzsaw.com/clienbfortworthgov/Resources/02%20-
%20Construction%20Documents/Specifications
Division 02 - Existing Conditions
02 41 13 Selective Site Demolition
02 41 14 Utility Removal/Abandonment
02 41 15 Paving Removal
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low Strength Material (CLSM)
03 34 16 Concrete Base Material for Trench Repair
03 80 00 Modifications to Existing Concrete Structures
Division 26 - Electrical
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Division 31 - Earthwork
31 10 00 Site Clearing
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3] 25 00 Erosion and Sediment Control
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 20, 2012
2008 CIP Neighborhood Streets, Contract 9B
Project No. 01269
000000-s
TABLE OF CONTENTS
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Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair
32 Ol 18 Temporary Asphalt Paving Repair
32 O1 29 Concrete Paving Repair
32 I 1 23 Flexible Base Courses
32 11 29 Lime Treated Base Courses
�?��-�� r'e�e�t�'Teated-'��^se Ee;;rses
32 12 16 Asphalt Paving
�� 2 �-�Z7-�rS�}'ar+�'�cii�cin'm'rc��
32 13 13 Concrete Paving
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps
32 13 73 Concrete Paving Joint Sealants
32 16 13 Concrete Curb and Gutters and Valley Gutters
32 17 23 Pavement Markings
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32 91 19 Topsoil Placement and Finishing of Parkways
32 92 13 Hydro-Mulching, Seeding, and Sodding
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Division 33 - Utilities
33 Ol 30 Sewer and Manhole Testing
33 O1 31 Closed Circuit Television (CCTV) Inspection
33 03 10 Bypass Pumping of Existing Sewer Systems
33 04 10 Joint Bonding and Electrical Isolation
33 04 11 Corrosion Control Test Stations
33 04 12 Magnesium Anode Cathodic Protection System
33 04 30 Temporary Water Services
33 04 40 Cleaning and Acceptance Testing of Water Mains
33 OS 10 Utility Trench Excavation, Embedment, and Backfill
33 OS 13 Frame, Cover and Grade Rings
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
��-Q��� rene-�e�e `��er�atrl�s
33 OS 17 Concrete Collars
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33 OS 30 Exploratory Excavation for Existing Utilities
33 11 10 Ductile Iron Pipe
33 I 1 11 Ductile Iron Fittings
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe
33 1 l 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Au�,ust 20, 2012
2008 CIP Neighborhood Streets, Contract 9B
Project No. 01269
000000-6
TABLE OF CONTENTS
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33 12 10 Water Services 1-inch to 2-inch
33 12 20 Resilient Seated Gate Valve
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33 I Z 25 Connection to Existing Water Mains
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33 12 40 Fire Hydrants
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33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
33 31 50 Sanitary Sewer Service Connections and Service Line
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33 39 10 Cast-in-Place Concrete Manholes
33 39 20 Precast Concrete Manholes
33 39 30 Fiberglass Manholes
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33 39 60 Epoxy Liners for Sanitary Sewer Structures
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts
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33 49 10 Cast-in-Place Manholes and Junction Boxes
33 49 20 Curb and Drop Inlets
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Division 34 - Transportation
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7�"'I �� V-7'^SI�T7j
34 71 13 Tra�c Control
Appendix
GC-4.01
GC-4.02
GC-4.04
GC-4.06
GC-6.06_D
GC-6.07
GC-6.09
GC-624
GR-01 60 00
Availability of Lands
Subsurface and Physical Conditions
Underground Facilities
Hazardous Environmental Condition at Site
Minority and Women Owned Business Enterprise Compliance
Wage Rates
Permits and Utilities
Nondiscrimination
Product Requirements
49 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Au�ust 20, 2012
2008 CIP Neighborhood Streets, Contract 9B
Project No. 01269
Division 00 — General Conditions
M&C Review
� ! �"`�j E j
Page 1 of 3
Official site of the City of Fort 4Vorth, Texas
Ft�RT'��Tl�RT�
��.
COUNCIL ACTION: Approved on 1/8/2013 - Ordinance Nos. 20574-01-2013 � 20575-01-2013
DATE: 1/8/2013 REFERENCE NO.: C-26048 LOG NAME: 202008 CD 9B
MCCLENDON _ 01269
CODE: C �PE� CONSENT HEAR NG: NO
SUBJECT: Authorize Execution of a Contract with McClendon Construction Co., Inc., in the Amount
of $1,429,500.00 for Pavement Reconstruction and Water and Sanitary Sewer Main
Replacement on Eight Street Segments and Expenditure in the Amount of $247,451.00
for Contingencies and Staff Construction Services for a Project Total Amount of
$1,676,951.00 and Adopt Appropriation Ordinances (COUNCIL DISTRICT 9)
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of $637,716.00 from the Water and Sewer Fund in the amounts of
$511,216.00 to the Water Capital Projects Fund and $126,500.00 to the Sewer Capital Projects
Fund;
2. Authorize the execution of a contract with McClendon Construction Co., Inc., in the amount of
$1,429,500.00 for pavement reconstruction, water and sanitary sewer main replacement for the
streets listed below; and
3. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in
the Water Capital Projects Fund in the amount of $511,216.00 and the Sewer Capital Projects Fund
in the amount of $126,500.00 from available funds.
DISCUSSION:
As a part of the 2008 Capital Improvement Program the following streets will be completely
reconstructed:
Contract 9B-COUNCIL DISTRICT 9:
West Baltimore Avenue
Glenco Terrace
West Lowden Street
Ryan Place Drive
South Henderson Street
West Jessamine Street
Lipscomb Street
West Myrtle Street
�ipscomb Street to Travis Avenue
Warner Road to Stanley Avenue
Gordon Avenue to Stanley Avenue
Elizabeth Drive to Carlock Street
Jessamine Street to Carlock Street
College Avenue to Lipscomb Street
Page Street to Jessamine Street
South Henderson Street to College Avenue
The contract was advertised for bid on October 18, 2012 and October 25, 2012, in the Fort Worth
Star-Telegram. On November 15, 2012, the following bids were received:
Bidder
McClendon Construction Co., Inc.
Stabile & Winn, Inc.
Bid Amount
$1,429,500.00
$1,541,092.15
Staff recommends that the low bid in the amount of $1,429,500.00 submitted by McClendon
http://apps.cfwnet.org/council_packet/mc_review.asp?ID=17... 1/9/2013
M&C Review
Page 2 of 3
Construction Co., Inc., be selected and a contract awarded. Funding for this project is in the amounts
of $1,039,235.00 from the 2008 Capital Improvement Program Funds and $637,716.00 from the
Water and Sewer Capital Projects Funds to provide for construction contract costs, which includes
the amount of $247,451.00 for contingencies and staff construction services including surveying,
material testing and construction inspection for a project total amount of $1,676,951.00.
McClendon Construction Co., Inc., is in compliance with the City's BDE Ordinance by committing to 6
percent MBE participation and documenting good faith effort on this combined project. The City's
MBE goal on this combined project is 12 percent.
This project is located in COUNCIL DISTRICT 9, Mapsco 76M, 76R, 76U, 76V and 76Y.
FISCA� INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Street Improvements 2008 Fund and upon approval of the above
recommendations and adoption of the attached appropriation ordinances, funds will be available in
the current capital budgets, as appropriated, of the Water Capital Projects Fund and the Sewer
Capital Projects Fund.
TO Fund/Account/Centers
1&2
P253 476045 6091701269ZZ
1&2
P258 476045 7091701269ZZ
2)P253 531350 609170126952
2)P253 531350 609170126980
2)P253 541200 609170126983
2)P253 531200 609170126984
2)P253 531350 609170126984
2)P253 531350 609170126985
21P253 531350 609170126991
2)P258 531350 709170126952
2)P258 531350 709170126980
� P258 541200 709170126983
2)P258 531200 709170126984
2)P258 531350 709170126984
2)P258 531350 709170126985
2)P258 531350 709170126991
$511,216.00
FROM Fund/Account/Centers
1)PE45 538040 0609020
1)PE45 538040 0709020
3)P253 541200 609170126983
3)P258 541200 709170126983
3)C204 541200 209400126983
$511,216.00
$126.500.00
$443.539.25
$105,253.00
$880,707.75
$126,500.00
$10,000.00
2 000.00
$465.716.00
5 000.00
2 500.00
$25,000.00
1 000.00
2 000.00
4 000.00
$110,500.00
2 000.00
1 000.00
6 500.00
500.00
Submitted for Citv Manager's Office bv:
Oriqinating Department Head:
Additional Information Contact:
Fernando Costa (6122)
Douglas W. Wiersig (7801)
Gopal Sahu (7949)
http://apps.cfwnet.org/council_packet/mc_review.asp?ID=17... 1/9/2013
M&C Review
ATTACHMENTS
202008 CD 9B MCCLENDON 01269 MAP.pdf
202008 CD 9B MCCLEND�N 01269 P253 A013.doc
202008 CD 9B MCCLENDON 01269 P258 A013.doc
Page 3 of 3
http://apps.cfwnet.org/council_packet/mc_review.asp?ID=17... 1/9/2013
CITY OF FORT WORTH
ADDENDUM NO. 1
To The Plans, Specifications & General Contract Documenis
2008 CIP NEIGHBOR�300D STREETS PROJECT, CONTRACT 9B
PAVEMENT RECONSTRUCTION, STORM DRAINAGE
IMPROVEMENTS, AND WATER LINE & SAlvITARY SEWER
REPLACEMENTS
City Project No. 01269
Bid Date: November 15, 2412; 1:30 PM
Addendum No. 1: Issued November 7, 2012
This Addendwm forms part of the Plans, Contract Documents & Specifications for the above
- referenced Project and modifies the original Specifications and Contract Documents. Bidder
shall acl�owledge receipt of this addendum in the space provided below, in the proposal
(SECTION 00 41 00) and acknowledge receipt on the outer envelop.e of your bid. Failure to
acknowledge receipt of this addendum could subject the bidder to disqualification.
The plans and specification documents for 2008 CIP NEIGHBORHOOD STREETS PROJECT,
CONTRACT 9B — Pavement Reconstruction, Storm Draanage Improvements, and Water Line &
Sanitary Sewer Replacements are hereby revised by Addendum No. 1 as follows:
SPECIFICATIONS & CONTRACT DOCUIVIENTS
1. SECTION 00 41 00 — BID FORM. Replace pages 1 of 3 through 3 of 3 with pages 1R of 3
through 3R of 3. Added 500 calendar days for completion of construction on page 2R of 3
and bid date of November 15, 2012 on page 3R of 3.
2. SECTION 00 42 43 — PROPOSAL FORM. Replace pages 1 of 4 through 4 of 4 with 1R of 4
through 4R of 4. Added bid item number 93, 3232.0100 Conc Ret Wall With Sidewalk
(highlighted in bold foni). Rounded bid item numbers 7, 58, 59, 61, 62, 66, 67, and 69
quantities to whole nuxnbers (highlighted in bold font).
3. SECTION 00 52 43.01— AGREEMENT. Replace pages 1 of 4 through 4 of 4 with 1R of 4
through 4R of 4_ Added liquidated damages of $1,000.00 per day (highlighted in bold font}.
4. SECTION 00 73 00 — SUPPLEMENTARY CONDITIONS. Replace pages 5 of 6 and 6 of 6
with pages SR of 6 and 6R of 6. Clarified Bid Item No. 75, 3213.0404 6" Concrete
Driveway, Dyed Concrete.
APPENDIX — GC-6.07 — WAGE RATES. Remove Wage Rate page titled "2008
PREVAILING WAGE RATES, CONSTRUCTION INDUSTRY". Wage Rates for this
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269 November 7, 2012
AddendumNo. l, Page i of2
�
project sha11 be per the page titled "HEAVY & HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES 2008".
CONSTRUCTION DRAWINGS
1. Sheet 2— Replace Sheet 2, Sheet Index, Consfruction Notes & Le�end dated October, 2012
with Sheet 2, Sheet Index, Construction Notes & Legend dated Noveznber, 2012. Sheets 43
and 44 have been added to the Sheet Index. General Construction Note No. 24 has been
revised for the City to be responsible for installation of painted drive addresses.
2. Sheet 17 — Replace Sheet 17, Glenco Terrace. Sta. 0+29.36 to sta. 2+98.14 dated October,
2012 with Sheet 17, Glenco Tenace. Sta. 0+29.36 to sta. 2+98.14 dated November, 2012.
Revised to identify limits of Concrete Retaining Wall with Sidewalk along sidewalk on north
side of street.
3. Sheets 33 and 34 — Replace Sheets 33 and 34, Reinforced Concrete Pavement Construction
Details dated October, 2012 with Sheets 33 and 34, Reinforced Concretc Pavement
Consiruction Details dated November, 2012. Revised pavement reinforcing from #4 @ 16"
OCEW to #3 @ 18" OCEW.
4. Add Sheet 43, Sidewalk Ramp Details to construction drawings.
5. Add Sheet 44, Concrete 5idewalk Details to construction drawings.
A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid
submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder
#o be considered "NONRESPONSIVE", resulting in disqualification.
RECEIPT ACI WLEDGEMENT:
By: -
Company: .n�rr Cnt�1f1r1i f'.f�Ai�T
r--. P.O. �OX 996
Address: BUFiLESO��, TE�,AS
City:
�
L
r
I
�
State:
CO., IN�,
76097
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
Addenduxn No. 1, Page 2 of 2
By: ��• r�
Gopal Sahu, P.E., Projeci Manager
November 7, 2012
�
00 41 00
BID FORM
Page IRaf3
SECTION 00 4100
BID FORM
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR:
2008 NEIGHBORHOOD STREETS, CONTRACT 9B
W. BALTIMORE AVENUE - LIPSCOMB ST. TO'TRAVIS AVE.
GLENCO TERRACE - WARNER RD. TO STANLEY AVE.
W. LOWDEN STREET - GORDON AVE. TO STANLEY AVE.
RYAN PLACE DRIVE - ELI7..ABETH BLVD. TO CARLOCK ST.
S. HENDERSON STREET - JESSAMINE ST. TO CARLOCK ST.
W. JESSAMINE STREET - COLLEGE AVE. TO LIPSCOMB ST.
LIPSCOMB STREET - PAGE ST. TO JESSAMINE ST.
W. MYRTLE STREET - S. HENDERSON ST. TO COLLEGE AVE.
City Project No.: 1269
Units/Secrions: Unit 1- Water Improvements
Unit 2- Sanitary Sewer Improvements
Unit 3- Paving and Drainage Improvements
l. Enter Into Agreement
The undersio ed Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding
Documenu to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time
indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO
BIDDERS, including without limitation those dealing with the disposidon of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract awazd, and will provide a valid insurance
certificate meeting all requirements within 14 days of norificarion of awazd.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisciosed individual or enrity and is not
submitted in conformity with any collusive aa eement or rules of any d oup, association, organiaauon, or corporation.
2.4. Bidder has not direcdy or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in compering for the Contract. For the purposes of tivs
Paza�aph:
a. °corrupt pracrice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the
acrion of a public official in the bidding process.
b. "fraudulent pracrice" means a� intenuonal misrepresentation of facts made (a) to influence the bidding process to the
detriment of City (b) to establish Bid prices at artificial non-competirive levels, or (c) to deprive City of the benefits
of free and open comperition.
c. "collusive pracrice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of
City, a purpose of which is to establish Bid prices at artificial, non-competirive levels.
Addendum 1 00 41 00_00 42 43_00 43 13_00 43 37_Bid Form-Proposal-Bond_Vendor Compliance.acls
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2008 CIP Neighborhood Streets Project, Contract 9B
Fonn Revised 201 t0627 Ciry Project No. 01269
00 41 00
BtD FORM
Pagt ZR of 3
d. "coercive practice" means huming or threatening to harm, direcfly or indirectly, persons or their property to influence
their participation in the bidding process or affect the execuuon of the Contract.
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
a. Water Line Construction
b. Sanitary Sewer Construcrion
a Pavinag Construction
d. Storm Drain Construction
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 500 days afrer the date when the
the Contract Time commences to run as provided in Pazagraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or
achievement of Milestones } within the times specified in the Aa eement.
5. Attached to t6is Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form
- b. Required Bid Bond, Section 00 43 13 issued by a surery meeting the requirements of Paza�aph SA1 of the General
Condirions.
c. Proposal Form Section
d. Vendor Compliance to State L,aw Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest �davit, Secrion 00 35 13
h. Any additional documents that may be required by Secrion 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided
below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification
and/or modification by multiplying the unit bid prices for each pay item by the respecrive esrimated quantities shown in this proposal
and then totaling all of the extended amounts.
Addendum 1 00 41 00_00 42 43_00 43 13_00 43 37_Bid Form-Proposal-Bond_Vendor Compliance.acls
CTTY OF FORT WORTH
sTnrrD.aaD coNs�raocr[orr spac[Ftcn�rtox nocu�Nrs 2008 CIP Neighborhood Streets Project, Contract 9B
Form Reviud 20110627 City Project No. 01269
00 41 00
BID FORM
Page 3R of 3
6.3. Evaluation of Alternate Bid Items
Total Base Bid
Total Altemate A Bid
Total Altemate B Bid
7. Bid Submittal
This Bid is submitted on November 15, 2012
Respectfully submitted,
By:
(Signature)
,�r�^5 i -e �;, �, ��� �--�-�r�.� e �'�. �: � -+� zs�'� '� ,, �;TMa t � l"c�:T
:.«. :.s*.sps`;��:5 Y��a�«+':;,.._;..'�3:.� �..�....,�,..:x...�w::i.���.'� �Ei�'!i� ��.i�i �.,ay.x.3+=.�?vt�k3.a�.�."*.a�azi�u�icz�� � ���sa..�,. c��.<�:3�`.wGit:�'�
(Printed Name)
Title: �`ai1�'�i"����.���'��,�:�4�'�
Company: Ct���z�''=w,�,.,a� ��r� � ��.; � �,,' �`.,� � � ' ->�. �T '� ��,�
��.�.. ��.�.��,����� �G�,��
Address: �.�d,'� �'!u",S4�t� �,.., . ,:�'�y 5 x ^ �s-. '='�.s1'�a`r�,r;-hx„ � m^'�„ }'�•`�,.�', �.i.;. .�r`}.a .,�,.� ,.,,�',�,-,
State of Incorporation: �t3C�?�fa.��, �,�, ��� ,��,�.;.',.
_ �� ��
Email: �'�i�?�i;���2��tlx�.,���t,��ti� ���i,. , ��:.,,�.,�su_�-�� �- �.�1 �.� :����
Phone:°'S�c�����¢�l��nU��.�,�wa.s�:�� a.,���,� M,�xbF„� .�,��am.�. � >..a�.��m���.�
END OF SECTION
$39,258.00
$39,258.00
$39,258.00
by the entity named below.
Receipt is acknowledged of the I���
followin Addenda:
Addendum No. 1:
Addendum No. 2:
Addendum No. 3:
Addendum No. 4:
Corporate Seal:
Addendum 1 00 41 00_00 42 43_00 43 13_00 43 37_Bid Form-Proposal-Bond_Vendor Compliance.xls
CITY OF FORT WORTH
srnrro.at� coNs'raucnorr srec�en�rcorr pocun�rrrs 2008 CIP Neighborhood Streets Project, Contract 9B
Foa�, ae.�a zm ioe2� City Project No. 01269
00 i'_ 33
Bm PROPOSAL
Page IR of1
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item fnfoemarion Bidder's Pcoposal
Bidlist Item Dcscriprion Spccificarion Unit of B�d Quanuty Unit Price Bid Value
No. Section No. Mcasure
Unit.lA_ Water. Lina Replacaments ,�.,_�___.�.._.
��__..... ...._.._..--._....__,.._.. _...__..._._._�.�_. ........_._...�._ _.._._._.____...._.. ......__._......_,..___�_._..._._.._........_.....
1 0241.1001 Water Line Groutin9 02 41 14 CY t
2 0241.1302 Remove 6" Water Valve 02 41 14 EA g
---. ._..----------._._..__._.._.-._-�.._�_...----._... _.._.__....� _...._._---. _._._..---.... _�_ _._._�_
3 0241.1304 Remove 10" Water Valve 02 41 14 EA t
............................ ......................................................................................................................................._........................................ ......................................... ............................ ........................_....... ............. ........................_.........................
4 0241.1510 Salvage Fre Hydrant 02 41 14 EA 3
5 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 32 Ot t� LF 42
..................._....... ............................�..........................................._...................................................................,.................................. .......................................... ..........._............... ._.._................_........ ..._................................. ........................_..._..................
6 3201.0400 Temporary AsphaR Paving Repair 32 Ot 18 LF 3,649
7 3201.0611 6" Conc Pvmt Repair 32 Ot 29 SY pp
............................. ..............._._._...................................._........................................._................._.........__........._........._..................... ............_...................._..... .__.........._..._..._. .._.............._.._..._..... .__.............__............ ................._................................
8 3305.0109 Trench Safery 33 05 10 LF 822
9 3311.0001 Ductile Iron Water Fittings 33 11 11 TON 4.5
............................ .................................................................................................................................................................................. .......................................... ............................ ...._............................ _...._..........................................................._....................
9A 3311.0021 C303 Fittings 33 11 13 LS 7
10 3371.0161 6" PVC Water Pipe 33 11 12 �F qp
................................................................................................................................................................................................................ ......................................... ............................ ................................... ..................................... ...................................................
11 3317.0252 8" DIP Water, CSS Backfili 33 11 10 LF 67
12 3311.0261 8" PVC Water Pipe 33 11 12 LF 2623 v
.____-._._.._..._..__._.---_.._-.�._____._._�__��_._._._._.........._._--�. _.__.._.....__._... _...____....._..._ ._ .............�..._ �_.._...__._____... _.__..._...._........._.........._.__.
13 3311.0352 10" DIP Water, CSS 8ackfill 33 11 10 LF 4p
14 3311.036t 10" PVC Water Pipe 33 17 12 LF 301
._..__._.._�_._ �.__..._......�.__....._.---__..---._____.�__.�,._.____...._.._------- ---...........__...._._ .....__..._...._...._.. .___..__._..__.. .__ ..............__..__. _._._.._.........._._....._____...
15 3311.0661 24" PVC C905 Water Pipe 33 11 12 LF 477
15A 3311.0681 24" Concrete AW WA C303 Water Pipe 33 11 13 LF 477
_..�......_ ......... ....._.�.._..........._....................._....._....._.�....._._._.._.._....___�.__.___........---�.-.__....____.__ ._........_._.._......_. .___.__.._._.._. _.._.__.-----.._ ..--_._._.__. _.._..___.
15B 3311.0651 24" DIP Water 33 11 10 LF 477
16 3311.0662 24" PVC C905 Water Pipe, CSS Backfill 33 11 12 LF 40 �
._.�.....___.�.._. __.___......._.^----�-�--.____......_.....__.._...-�------- -------� --...-----�--.-.. -.........----.......----._..__.... ----_._.
16A 3311.0662 24" Concrete AW WA C303 Water Pipe, CSS Backfill 33 11 13 LF 4p
............_......_ ..................................._..._..............._......................................................._.............�..._...�.._........_....._.._..._._.._...... ................._._........._........ ._.........._...._._.._ ..........._.__....._._...... ...__.._..................__.... ..._......._..------.__..............._..
168 3311.0652 24" DIP Water, CSS Backfill 33 11 10 LF 40
17 3312.0001 Fire Hydrant 33 72 40 EA t
._._........__.._._... _.........._._.._._ ............................_...__....--.._......................._........__..........._..............................................._._..._..._.__...._._.............._... ._............._..._.... ..__........._....---............................................. ........._.......................................
18 3372.0102 Connection to Existing 6" Water Main 33 12 25 EA 6
19 3312.0103 Connection to Existing 8" Water Main 33 12 25 EA 3
....................._......................................................................................�.................................................._..........._......._._..................... ......................................... ............................ ..........._............__............_.............................. ................._...._..........................
20 3312.0104 Connection to Existing 10" Water Main 33 12 25 EA 4
21 3312.0108 Connection to Existing 24" Water Main 33 12 25 EA 2
............................ ................................................................................................................................................................................. ................................._.._... .................._........ ........................_........ .........._.......................... .._...........................................
22 33122001 1" Water Service, Meter Relocation 33 12 10 EA 23
23 33722003 1" Water Service 33 12 10 EA 23
................................................................................................................................................................................................................ ......................................... ............................ ................................... ..................................... ...................................................
24 3312.2201 2" Water Service, Meter Relocation 33 12 10 EA 3
25 3312.2203 2" Water Service 33 /2 10 EA 3 ��
_�__.�__....__. ....__.�..........._..._.__........____......._...____._...._.______......�..-_.-.___..._ ......... ....._._.-__......_.._._. __...__-.. ----- ----.�_.. _._..__._.�....._.........___
26 3312.3002 6" Gate Valve 33 12 20 EA 4
27 3312.3003 8" Gate Valve 33 12 20 EA 17
_-..._..._.__ ..______..___________....-._-..-._..----�...._..........._..._....-__....__ __.__.�....._._._ . ............._....___ .._........__._....._..� _...�._.........___..._. ..._..__._._.._______._._._.
28 3312.3004 10" Gate Valve 33 12 20 EA 4
29 3312.3008 24" Gate Valve w/ Vault 33 12 20 EA t
_._._....� ........ .......^._._...�...__....__.___---..._._.�.._.�____.._.�______._..._._..__......----.__. ._._.._...__....._..__.... .._..._....._._.___. ____......._..... _____............�_._.... .......___...._..._.__..___....
30 3304.0701 Temporary Water Services 33 04 30 LS t
31 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA g
_._.......__..._.__. ...___.._.,_...._ ....._....__....._.._._..._.._._.......__..----------.._----..---- ..__...._............----- -._.._...-...... ---------- --..__-.. _-_._-__..____.
32 3471.0001 Traffic Control 34 71 13 MO 3
..............._........._ .._........._..._............._......__..._..._........___................................................._...................................................._..... .__......._................._........ ._...._......._......_.. ....._..................__._....-----........................... ............................_......_.............
33A 3304.0002 Cathodic Proteciion 33 04 12 LS 1
338 3304.0002 Cathodic Protection 33 04 12 LS t
.....................__... _......_....._....._......................................._....._...__._......................................_.._......_....._....._................._.......... ...................._.............._.... _.......................... ..--'----._._._._._ ....__.._................................................_.........................
34A 3304.0001 Joint Bonding & Electrical Isolation 33 0410 LS t
346 3304.0001 Joint Bonding & ElecVical Isolation 33 0410 LS 1
............................................................................................................................................................................................_...._.......... ......................................... ............................ ......................._......... _.............._...._......_..... ..................._..............................
Subtotal Unit tA- Water Line Replacements Base Bid
.__ ....................... ..................................._.....__....................................._--................................_......_..........._.....__.......__....._.._.. ................._.........._...__.._ .................._.._.._ ..........:..__........._...... .......__.._.___.._........... _.�......._.................................
(Bid Items 1 to 32, excluding Bid Items 9A, i5A,156, 16A, 166,
..._ ....................... 33A.�_336� 34A.& 346)....................................._..........._ .
_....... .............._..._.....__...__........__.......... ..._........._............_........... ............................ ...._..._......._............._ ._.........._...._......._....... .._...._._...____........._........._._..
Subtotai U�it 1 A- Water Line Repiacements Alt. A Bid
............................ ..................................................._......._................................................................................................................... .._...................................... ............................ .................................. ......._.................................................................._...........
(Bid items t to 8, 9A, 10 to 14, 15A, 16A, 17 to 33A & 34A,
exciuding Bid items 9, 15, 156, 16, 166L336_& 346 � _____
____._.___.. ..._....._.__...._.__........._._.._..-`---..__...__._..___..._..._.__.__............_.._._.....__.._...._.._.._.._._._ ......___..__...._.._.__._... __......_..__._..__ ._.__......._....__.___. ....__......_............__.... ..__.__.._.�_.._......_____...
Subtotal Umt tA - Water Lme Replacements Ait. B Bid
�(Bid Items 1 to 14, 156, 16B, 17 to 32, 336 & 34B, excluding Bid
Items 9A 15 15A. 16 16A, 33A & 34A
CIiY OF FORT WORTH Addendum I 00 SI W 00 S2 43 0013 t3 OD 1i i7_Bid Fom�-Proposol-Bond_Veod� C«npliwce.�s
STANDAR� CONSIRUCLION SPECff[CA1iON DOCUMENfS 2008 C@ Nrighbofiood Sueets Pmject Contrxt 9B
Fortn Revised 20110617 Ciry Project No. 01269
0012 33
Bm PROPOSAL
Page ZR ofS
SECTION 00 42 43
PROPOSALFORM
UNIT PRICE BID
Bidder's Application
Project Itcm Infortnation Bidders Proposat
Bidlist Item Dcscription Spccifica[ion Unit of Bid Quanrity Unit Pricc Bid Valuc
No. Section No. Mcasure
Unit,16 - Sanitary Sewer Replacements. _.T, , _._ _�_�„ ��.._ _._..
_.._._..._..._. __.._._.. _._.._ ..�...__.� .�------._...�.....
35 02412201 Remove 4' Sewer Manhole 02 41 14 EA 5
36 3201.0400 Temporary Asphalt Paving Repair 32 01 18 LF 158
___..___.._ �.___....____._...___._,_.....___....—....._....._.____�_._____..---------------- ---_�_._�- ------ _-----.. ....__..__._..____.......__.
37 3201.0611 6" Conc Pvmt Repair 32 07 29 SY 4
.....................................................__......._.__.........._......._..........................._...._......._......_..._.....__............................._.................. ............................._....._... .............._............ .................._......................._..................__...... ............................................__._
38 3301.0001 PrrCCN Inspection 33 07 31 LF 420
39 3301.0002 Post-CCN Inspection 33 01 31 LF 420
............................ .................................................._..........................................._................................................................................. .......................................... ............................ .................................. .........................................................................................
40 3301.0101 Manhole Vacuum Testing 33 Ot 30 EA 5
41 3303.0001 Bypass Pumping � 33 03 10 l.S 1
............................. ........................................................_....................._................................................................................................ .............................._......... .._.................._.... ................................... .........._._...._............... ........._............_..........................
42 3305.0109 Trench Safety 33 OS 10 LF 55
43 3305.0112 Concrete Collar 33 05 17 EA 5 �
............................ ................................................ _................................................. _.................................. _......................................... .......................................... ............................ .................................. ...................................... ...................................................
44 3305.0203 Imported EmbedmenUBackfill, CLSM 33 OS 10 CY $2
45 3331.3101 4" Sewer Service 33 31 50 EA 14
............................. ........_........................................................................................................................................................................ ......................................... ............................ ................................... ..................................... ...................................................
46 3331.3102 4" Sewer Service, 2-Way Cleanout 33 31 50 EA 2
47 3331.4115 8" Sewer Pipe ' 33 11 10, 33 31 �F 20 v
12, 33 31 20
_._
_48 3331.4119 6" DIP Sewer PiPe 33 11 10 LF fi4g
..__ _........_..._ ..._ ................_..._......._.._.._...._._._.__..._.._�_�.._._..._._....__....._...________._....._.__. _..___.__._.................. .___..___..._. _..__.__.._ ....._..___._.____.._........_.._..._.__.._..._..___._...
49 3331.4205 10" DIP Sewer 33 17 10 LF 36
50 3339.0001 Epoxy Manhole liner 33 39 60 VF 26
._____._......_. _.._...--...._......___.__......._..._....._.�.._.�._...—._^._._..__...._____.._.._..... ---... —_.. _. __._..._ _._�_._ T_._.� .__.._..�.____ .___.......__.__..__._.........
51 3339.1001 4' Manhole 33 89 200, 83 39 EA 5
52 3339.1003 4' E#ra Depth Manhole 33 39 ZOo, 33 39 VF 2.8
53 3339.1004 4' Shallow Manhole 33 39 20, 33 39 EA 1
54 3471.0001 Traffic Control 34 71 13 MO 1.5
._......._.____._. _ ............._.._._........___.__........__.........._.....__......_....._.___.____.___.__._.__.__.__._.___ ..._._.__._...._.�__.. .—...__—.. �.___�.._. __..._._....._.._._ _..---._.._._.__�__._.
Subtotal Unit IB - Sanitary Sewer Replacements
CfIY OF FORi WORTH .�ddeodum I 0041 � 004? 3i_00;3 7? 00 s3 37_Bid FomtProposa4800d Vrndm CampGancc.�s
S7nNDAAD CONS1RUCf10N SPECIF[C.4170N DOCUMENIS 2a06 C� Neighborhoad Saeets ProjecL Contract 98
Form Rcviscd 20t 106'_'/ Cry Project No. 01269
0032i3
Bm PROPOSAL
Page 3R of1
SECTION 00 42 43
PROPOSALFORM
UNIT PRICE BID
Bidder's Application
Projcct Itcm Information Bidders Proposal
Bidlist Item Specificarion Unit of
No. Descriprion Section No. Measure g�d Quanrity Unit Pricc Bid Value
Unit 11- Paving.& Drainage improvements._..,_____.�...__,_�.
.__._.._..._..._ .................._........_...... .........._......._.._.........__.____.. _..__-____. ....._._..__.__............._-__ __. _.___..........__..............
55 0241.0100 Remove Sidewalk 02 41 13 SF 13 90, _ 7___
_�.._.____ _._._._._ __._..
____56 _ 0241_0300 _Remove_ADA,Ramp___ ___ 024113 EA 21
. ..... _ ...._..- -----.__ . . _ ___ ..._..... .- ---._. .__..-- - ----- - ----...�.__..._
,57 0241;0401 _Remove Concrete Drive 02 41 13 SF 6,305
......... . . ...... .. ... .. .. . ........ .. . ...... . ........................ ._. ......... .. . .._... .. . ... . _. .. ........ ........
58 0241.1000 Remove Conc Pvmt 02 41 15 SY 368
59 0241.1100 Remove Asphaft Pvmt 02 41 15 SY 12,738
............................ ................................................................ ............................................_.................._............................................... .......................................... ....................._..... ............... .................. ...................................... ..............._..................................
60 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 5,628
61 0241.1400 Remove Conc Valley Gutter 02 41 75 SY 357
............................. ...................................................................................................................................................................... _........... ......................................... ...... _. _.................. ................................... ...... _............................. ...................................................
62 0241.1800 Remove Speed Cushion 02 41 15 SY 18
63 0241.3011 Remove 15" Storm Une 02 41 14 LF 48
............................ ................................................................................................................................................................................. .......................................... ............................ .................................. .........................................._.............................................
64 0241.3013 Remove 18" Storm Line 02 41 14 LF 72
65 0241.4001 Remove 5' Curb Inlet ^�� 02 41 14 EA 2
............................................................................................................................................................................................................... ......................................... ................._......... .................................. ..................................... ...................................................
66 3211.0400 l.ime 321129 TN 233
__.�.___.._.__.._�_-. _ _.._..._.� ._.__. _� _...._�. ..
67 3211.0501 6" Lime Treatment 92 11 29 _ SY 14,543
._.__. _.___._... _.......__......___.....___....____...._._.__...._....---__.__...__.....---......__....._. --- �...._.. __......._.... ..._........._.._�. _�___._._____..__.._....
68 3125.0101 SWPPP Z t acre 31 25 00 LS t
69 3212.0401 HMAC Transition 32 12 76 TN 150
..........._.__......_........_...._._..__-----.�_.._.__..___..._.._.._ ..................._........�.._._.._......._____.___�__....... __.__..._._......_.._...._... ....................._.... ._.........._..._.._-... ._�..._...._.._.... .._._.._.__......._.�_.._......
70 3272.0401 5" Thick HMAC Driveway Transition, 4' Wide 32 12 16 TN t
71 3212.0601 HMAC Speed Cushion 32 12 16 EA t
.__.......__...._.. .._....._..._.._.___.___._._.._.__......_........_�.�..---_.�._......__.___.........._�.____......._......__ ..............._.__..._.._.__ __-____ _._......._._._.___... _.... .._........__..._......__._.�_..
72 3213.0102 7.5" Conc Pvmt _ 32 13 13 SY 12,166 ,,,
73 3213.0301� 4" Conc Sidewalk 32 73 20 SF 26,340
_....._...._--...___ __._.____..�.___..�......_........_.._....._._----.._..-------------.. ._ ..___.__._.......---..... ------._...- --__..._._..._. --_.__... �_____.___.
74 3273.0401 6" Concrete Driveway 32 13 20 SF 9,998
____.._ ............................._._.._.................................................._.........__. . _.............................._._..._.............._._.. ..._............_........_....__.... ._........_....._..__.. _............................_. ..._......._._.._..__......... ....._...._................._.._...............
75 3213.0404 6" Concrete Driveway, Dyed Concrete 32 13 20 SF 20
76 327 3.0501 . 4', Barrier, Free. Ramp,. Type. A 32 13 20 EA 5
...._.... ......... ... .. . ........... . .......... .... ... ................................ .. _.. . .. . . . ..... . .. ...... _.............. ....... ....... . . . ..... . ...... .......
77 3213.0502 4' Barrier Free Ram , Type B 32 13 20 EA 5
78 3273.0503 4' Barrier Free Ramp, Type C 32 13 20 EA 2
................................................................................................................................................................................................................ ......................................... ............................ ........................_......... ..................................._. ...................................................
79 3213.0504 4' Bartier Free Ramp, Type D 32 13 20 EA 2
80 3213.0506 4' Barrier Free RamP.�_..T..�e_.F ....................__.............................................. ........_32.13.20......._. ......._EA...._.._ ...............?..........._.... .........._._._........_.._...... ...................._..........._..............
............................ ....................................................................................
81 3273.0507 4' Barrier Free Ramp, Type G 32 13 20 EA 7
.__..._._____ _ ��_--- -___._ _.. ,,,,,,,,,,,,,,___.___.. .
...........82_......... 3213.0508 4' Barrier Free Ramp,_Type._H ............................................_...._.........._ 32 13 20 EA 14
............................................................. .... ...... ...._................................... ............................ .............._................... ..................................... ...................................................
83 3217.0205 8" SLD Pvmt Marking Paint (W) 32 17 23 �F 30
84 3341.0201 21" RCP, Class III 33 41 10 LF 43
_..__..._._..-'-- ---.__..........._....__._............� ...............___^..-..�_.___�.�..�....__.___...._._...... ....__.....__.._.T_. _._._..�... ..___......_.._...... _T^.--.. .___......__..._._.__....._..--
85 3341.0205 24" RCP, Class III 33 41 10 LF 76
� 86 3349.5001 10' Curb Inlet 33 49 20 EA 2
.__..__...._._.__. _..__........_...___......�.......___...__.._...._...._....._.__�_._.....__.._._._.__._._�......_._ .. ...........�.........._._..__._.. _..____- ._._........._.__._...... ....__..._....._.._._.._.. �.___.___...._._.._____..
87 3471.0001 Traffic Conhol 34 71 73 MO 12
..�_..�.. . �. �. -
88 9999.0000 Meter Box Adjustment EA 26 $35.00
_,_....._..__._. -.._..._..__..._.__...__........___�.._ ........................._.-...T___._._____...._ ._ ......._..........__......_......_. ._.__.__..._. �..._.__.. .._._.__._.__................. ---____....__.__._.....
89 9999.0001 Utility Adjusment LS 1 $20 000.00
_ _...�_._.� _ ..�. .
90 3291.0100 To _Soil 329119 CY 412 ,�16.50�._....__._.....____..._.
..._...._...._._...._.......__._...�..____.__P. _._....._._._......._ ___._._._.�._.__.._.........._._._ .............__..._.._....-._..._..�____
91 3305.0111 Valve Box. Adjustment...._........_......._...__......._...._....._ ......................_....._ ......__33.05_ 14....__. ......_._EA._._.... ............_28._.__....._ ..._._._..._5.250.00 ..._._..._............................_..._...
..................................................._.................._._.._..._..... . '
92 3305.0107 Manhole Ad'ustment, Minor 33 OS 14 EA 13 $350.00 _
93 3232.0100 Conc Ret Wali with Sidewalk 32 3213 SF 300
Subtotal Unit ii - Paving & Drainage Improvements
CCIY OF FORT WORTH
STANDARD CONSTRUCRON SPEC�[CAIiON DOC[Jt.'�NTS
Fortn Revi, d 201106?7
Addendum I004100_004�33_00431� 0043 i7_g��FomfPropo+al-Bond VcndorCamptiancc.rzts
2008 C@ NeigAborhood Svcc�e Project. Couo-ae[ 98
Ciry ProjM No. OS?69
SECTION 00 42 43
PROPOSAL FORM
OOi233
Bm PROPOSAL
Pagc 4A of 4
UNIT PRICE BID Bidder's Application
Project Itcm Infovnauon Bidders Proposal
Bidlist Itcm Specification Unit of
No. Descripaon Secrion No. Measurc B'd Quanary Unit Price Bid Value
Bid Suromary
Atternate A Bid
IA - Water Line Replacements Alt. B
IB - Sanitary Sewer Replacements
---.._.^.._._ .............._...____._...._........._......._�..._.._...
II - Pavina & Drainaae Imorovemend
Alternate
Total Alt B
� CRY OF F-0RT WOATH
� S'CANDAAD CONSTRUC[70N SPEC47CA'RON DOC[JMENTS
Farm Revixd ?O110637
Addeodum 1 0041 W 00 4'_ 43 W i3 13 00 S3 37_Bid FormProposal-Bond_Veod� Complimcc.zls
?008 C@ Neighborhoad SvccLe Projcct Convatt 98
CiTy Rojcct No. 01?69
00 52 43 - 1
Aa eement
Page I R of 4
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SECTION 00 52 43
AGREEMENT
THIS AGREEMENT, authorized on is made by and between the City of Forth
Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
("City"), and ,
authorized to do business in Texas, acting by and through its duly authorized representative,
("Contractor").
City and Contractor, in consideration of the mutuai covenants hereinafter set forth, ab ee as
follows:
Article l. WORK
Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identified herein.
Article 2. PROJECT
The project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows:
2008 CIP Nei�hborhood Streets Contract 9B
Project NO. 01269
Article 3. CONTRACT TIlVIE
3.1 Time is of the essence.
21 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
22 Documents are of the essence to this Contract.
23 32 Final Acceptance.
24 The Work will be complete for Final Acceptance within 500 days after the date when the
25 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
26 33 Liquidated damages
2'7 Contractor recognizes that time is of the essence of this Agreement and that City will
28 suffer financial loss if the Work is not completed within the times specified in Paragraph
29 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
30 General Conditions. The Contractor also recognizes the delays, expense and difficulries
31 involved in proving in a legal proceeding the actual loss suffered by the City if the Work
32 is not completed on time. Accordingly, instead of requiring any such proof , Contractor
33 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 City One Thousand Dollars ($1,000.00) for each day that expires after the time
35 specified in Para�aph 32 for Final Acceptance until the City issues the Final Letter of
36 Acceptance.
CTTY OF FORT WORTFI 2008 CIP Neighborhood Streets, Contract 9B
STANDARD CONSTRUCTTON SPECIFICATTON DOCUMENTS Project No. 01269
Revised August 17, 2012
005243-2
A�reement
Page 2R of 4
37 Article 4. CONTRACT PRICE
38 City agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of Dollars
40 ($ ).
41 Article 5. CONTRACT DOCUMENTS
42 5.1 CONTENTS:
43
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53
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57
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69
70
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72
73
74
75
A. The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Form
2) Vendor Compliance to State Law Non-Resident Bidder
3) Prequalification Statement
4) State and Federai documents (project specific)
b. Current Prevailing Wage Rate Table
c. Insurance ACORD Form(s)
d. Payment Bond
e. Performance Bond
f. Maintenance Bond
g. Power of Attorney for the Bonds
h. Worker's Compensation Aff'idavit
i. MBE and/or SBE Commitment Form
3. General Conditions.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CIT'1 OF FORT WORTH 2O08 CIP Neighborhood Streets, Contract 9B
STANDARD CONSTRUCTTON SPECIFICAITON DOCiIMENTS Project No. 01269
Revised August 17, 2012
005243-3
Agreement
Page 3R of 4
76 Article 6. INDEMNIFICATION
77
78
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97
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
e�ense, 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. lfiis indemnification provision is specificallv intended to operate
and be effective even if it is alle�ed or proven that all or some of the dama�es bein�
sou�ht were caused, in whole or in part, bv anv act, omission or negligence of the city.
This indemnity provision is intended to include, without limitation, indemnity for
costs, e�enses and legal fees incurred by the city in defending against such claims and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own e�ense,
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
nrovision is specificallv intended to ouerate and be effective even if it is alle�ed or
proven that all or some of the dama�es being sought were caused, in whole or in part,
bv anv act, omission or ne�li�ence of the city.
Article 7. MISCELLANEOUS
98 7.1 Terms.
99 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
100 have the meanings indicated in the General Conditions.
101 7.2 Assignment of Contract.
102 This Agreement, including all of the Contract Documents may not be assigned by the
103 Contractor without the advanced express written consent of the City.
104 73 Successors and Assigns.
105 City and Contractor each binds itself, its partners, successors, assib s and legal
106 representatives to the other party hereto, in respect to all covenants, a�eements and
107 obligations contained in the Contract Documents.
108 '7.4 Severability.
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
111 remaining provisions shall continue to be valid and binding upon CITY and
ll2 CONTRACTOR.
113 7.5 Governing Law and Venue_
114 This Agreement, including all of the Contract Documents is performable in the State of
i 15 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
116 Northem District of Texas, Fort Worth Division.
CITY OF FORT WORTH 2O08 CIP Nei�hborhood Streets, Contract 9B
STANDARD CONSTRUCTTON SPECIFICATTON DOCUMENTS Project No. 01269
Revised Aub st 17, 2012
005243-4
Agreement
Page 4R of 4
117 7.6 Other Provisions.
118 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
119 classified, promulgated and set out by the City, a copy of which is attached hereto and
120 made a part hereof the same as if it were copied verbatim herein.
_ 121 7.7 Authority to Sign.
122 Contractor shall attach evidence of authority to sign Agreement, if other than duly
123 authorized signatory of the Contractor.
124
125 IN WITNESS WHEREOF, City and Contractor have executed this Ab eement in multiple
126 counterparts.
127
128 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
129
Contractor: City of Fort Worth
Fred Costa
By: Assistant City Manager
(Signature)
Date
Attest:
(Printed Name) City Secretary
(Seal)
Title:
Address:
M&C
Date:
City/State/Zip: Approved as to Form and Legality:
Date
130
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CTI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS
Revised August 17, 2012
Douglas W. Black
Assistant City Attorney
APPROVAL RECOMMENDED:
Douglas W. Wiersig, P.E.
DIRECTOR, Transportation and Pubiic Works
Department
2008 CIP Neighborhood Streets, Contract 9B
Project No. 01269
007300-5
SUPPLEMENTARY CONDTI'IONS
Pa�e SR of 6
1
2
3
4
5
6
7
8
9
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11
12
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15
16
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19
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Temporary Right of Entry (Construct Driveway Approach) 1500 S. Adams St.
Temporary Right of Entry (Construct Driveway Approach) 1500 Washington Ave.
Temporary Right of Entry (Construct Driveway Approach) 1424 Washington Ave.
Temporary Right of Entry (Construct Driveway Approach) 1425 S. Adams St.
Temporary Right of Entry (Construct Driveway Approach) 1501 S. Adams St.
Temporary Right of Entry (Construct Driveway Approach) 1501 Washington Ave.
Temporary Right of Entry (Construct Driveway Approach) 1425 Washinton Ave.
Temporary Right of Entry (Construct Driveway Approach) 1420 College Ave.
SC-6.09B. "City obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the City:
NONE
SC-6.09C. "Outstanding permits and licenses"
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of October 12,
2012:
Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
NONE
SC-6.24B., NOT USED
SC-7.02., "Coordination"
The individuals or entities listed below have contracts with the City for the performance of other work at
the Site:
21
22
23
24
25
26
27
28
Vendor Sco e of Work Coordination Authori
NONE
29
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SC-8.01, "Communicafions to Contractor"
Prior to initiating construction of Water Line "W-5", Contractor shall contact and coordinate with Gopal.
Sahu, P.E., City Water Department Field Operations and Productions staff as identified in project plans.
Prior to initiating construction of Water Line "W-6", Contractor shall contact and coordinate with Ms.
Susan Wade of Daggett Montessori Elementary School as identified in project plans.
SC-9A1., "City's Project Representative"
The following firm is a consultant to the City responsible for construction management of this Project:
NONE
SC-13.03C., "Tests and Inspections"
Qi��7
C1TY OF FORT WORTFI
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS
Revised October 12, 2012
2008 CIP Neighborhood Streets Project, Contract 9B
Project No. 01269
00 73 00 - 6
SUPPLEMENTARY CONDTI'IONS
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SC-16.O1C.1, "Methods and Procedures"
NONE
SG17.06, "Clarifications"
1. PRE BID ITEM — 9999-0000 METER BOX ADNSTMENT:
This item shall include raising or lowering an existing meter box to the parkway grade specified. No
payment wiil be made for existing boxes, which are within 0.1' of specifed parkway grade. A unit
price bid per each has been assigned to this item (see Proposal). The assigned unit price will be full
payment for material including all labor, equipment, tools and incidentals necessary to complete the
work.
2. PRE BID ITEM — 9999-0001 UTILITY ADNSTMENT:
This item is included for the basic purpose of establishing a contract price which will be comparable to
the final cost of making necessary adjustments required due to street improvements to water, sanitary
sewer and natural gas service lines and appurtenances where such service lines and appurtenances are
the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal;
however, this does not guarantee any payment for utility adjustments, neither does it confine utility
adjustments to the amount shown in the Proposal. It shail be the "Contractor" responsibility to provide
the services of a licensed plumber to make the utility adjustments deternuned necessary by the
ENGINEER. Should the Contractor damage service lines due to his negligence, where such lines
would not have required adjustment or repair otherwise, the lines shall e repaired and adjusted by the
Contractor at the Contractor's expense. The payment to the Contractor for utility adjustments shall be
the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead
incurred by the Contractor in handling the utility adjustments.
3. PRE BID ITEM — 3291 A100 TOP SOIL:
The proposed quantities shown are calculated to provide topsoil4 to 6 inches in depth (compacted)
over the parkway area and do not include deeper than desib depth behind the curb. The pay item is
intended to pay for topsoil that must be imported where suitable material is either not available on the
job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume
(full truck with sideboards up) tickets and material must meet City of Fort Worth standards for topsoil.
Only the volume imported will be paid for and may be substantially less than the proposal quantities
listed.
4. PRE BID ITEM — 3305.0111 VALVE BOX ADNSTMENT:
Contractor will be responsible for adjusting water valve boxes to match new pavement b ade. The
water valves themselves will be adjusted by City of For Worth Department forces. A unit price bid for
each has been assigned to this item (see Proposal). The assigned unit price will be full payment for
materials inciuding ali labor, equipment, tools and incidentals necessary to complete the work.
5. PRE BID ITEM — 3305.0107 MANHOLE ADJUSTMENT MINOR:
This item shall include adjusting the tops of e�cisting and/or proposed manholes to match proposed
grade as shown on the plans or as directed by the ENGINEER. Standard Specification Section No. 33
OS 14 shall apply. A unit price bid per each has been assigned to this item (see Proposal). The
assigned unit price will be full payment for material including all labor, equipment, tools and
incidentals necessary to complete the work.
6. PROJECT DESIGNATION SIGNS:
Project Designation signs are considered subsidiary to all other bid items. A minimum of two (2)
project designation signs are required for each street.
7. BID TTEM 75 — 3213.0404 6" CONCRETE DRIVEWAY DYED CONCRETE:
Concrete shall be dyed by use of an appropriate admixture to the concrete and not by staining of the
concrete. Color shall match existing dyed concrete color.
53 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS
Revised October 12, 2012
2008 CIP Neighborhood Streets Project, Contract 9B
Project No. 01269
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CITY OF FORT WORTH
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To The Plans, Specifications & General Contract Documents
2008 CIP NEIGHBORHOOD STREETS PROJECT, CONTRACT 9B
PAVEMENT RECONSTRUCTION, STORM DRAINAGE
IMPROVEMENTS, AND WATER LINE & SANITARY SEWER
REPLACEMENTS
City Project No. 01269
Bid Date: November 15, 2012; 1:30 PM
Addendum No. 2: Issued November 13, 2012
This Addendum forms part of the Plans, Contract Documents & Specifications for the above
referenced Project and modifies the original Specifications and Contract Documents. Bidder
shall aclrnowledge receipt of this addendum in the space provided below, in the proposal
(SECTION 00 41 00) and acknowledge receipt on the outer envelope of your bid. Failure to
acknowledge receipt of this addendum could subject the bidder to disqualification.
The plans and specification documents for 2008 CTP NEIGI�BORHOOD STREETS PR03ECT,
CONTRACT 9B — Pavement Reconstruction, Storm Drainage Improvements, and Water Line &
Sanitary Sewex Replacemenis are hereby revised by Addendum No. 2 as follows:
SPECIFICATIONS & CONTRACT DOCITMENTS
1. SECTION 00 00 00 — TABLE OF CONTENTS. Replace pages 3 of 6 and 4 of 6 with 3R of
6 and 4R of 6. Included Specification Section 31 23 16 Unclassified Excavation as a
Technical Specification included in the projeci and available for download from the Ciry's
Buzzsaw site.
2. SECTION 00 42 43 — PROPOSAL FORM. Replace pages 1R of 4 through 4R of 4 with 1R2
of 4 through 4R2 of 4. Added bid item number 94, 3123.Q101 Unclassified Excavatzon
{highlighted in bold font}.
CONSTRUCTION DRAWINGS
No changes to the construction drawings included in this addendum.
2008 CIP Neighborhood Sireets Project, Contract 9B
City Project No. 01269 November 13, 2012
Addendum No. 2, Page 1 of 2
i_� �
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A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid
submiital. Failure to acknowledge the receipt of tl�is Addendum could cause the subject bidder
to be considered "NONRESPONSIVE", resulting in disqualification.
RECEII'T ACKNOWLEDGEMENT:
By:
Company: r�s �ct��,r�c ►i�� h^�'11�➢'� fi. ��., �;l�::�
..:.; ��.. .
�jr. r7 `�.. �1 � �'J
-�'
Address: �...-.__�... --_. . .� ` �_��
City:
State:
2008 CII' Neighborhood Sfreets Project, Contract 9B
City Project No. 01269
Addendum No. 2, Page 2 of 2
t �
� �� -�i
By: �
Gopal Sahu, P.E., Project Manager
November 13, 2012
OOOV00-3
"1"AI3LE OF CONTFNTS
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C11'Y OF FORT WORTH
STANDARI7 CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 20, 2012
200J C(P Neigliborhood Streets, Contract 9F3
ProjectNo_ 01269
oa0000-a
TABLE OF CONTr%!TS
Page 4IZ of 6
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Division 34 - Transportation
�-^r n i i n �r,..,��;,, e,.,,,.,tr
�4-A � � D„ T,-.,CF;.. C':.,, „1..
��t1 7!1 D .,.a.. .T11,,,�.,.;,�,.,4:.,., A.�,.,..,�,1�.1;0�
�7i^-nr'1=-✓ A i, C';
�-Ti—�77 Tr..f.F;,. (',.,,F,-.,1
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's Buzzsaw site at:
hil�s',�iurojectpiyint bu��sa«� cam/Gli�nilfor�i�rorth�ovJRes�urcr;si0?%20-
%20Construction%20Documents/Specifications
Division 02 - Existing Conditions
02 41 13 Selective Site Demolition
OZ 41 14 Utility RemovaI/Abandonment
02 41 15 Paving Removal
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low Strength Material (CLSM)
03 34 16 Concrete Base Material for Trench Repair
03 80 00 Modi�cations to Existing Concrete Structures
Division 26 - Electrical
z�-v� �!1 /'' ,-. CxT.,,-1.17e�„1+� �F .- L't....+.-;...,7
cc.......�., �.,. ......,..,.__.,»_
v���--1l1 Tl ,..., 1'�;.,., 1..,- �'le..�,-;...,1 C,.�*e.,�
�b 9�-�� � „a a,,.,o� c,- -oto„+..:,.�� c<.��o.,.,
..,. �..,., �..., . ,., ., �.,_....
itlZ�i7 7T (i .a Tl,...+.. .,,-,.a D....o....,t �� r 1:1�1.iz;.��L�'z},entnm�
Division 31- Earthwork
31 10 00 Site Clearing
31 23 16 Unclassified Excavation
�-��?� n,,,...,,.�.
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31 25 00 Erosion and Sediment Control
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��
CI'I'Y OF PORT WORTH
S"CANDARD CONSTRUC"CION SPECIFICATION DOCUMENTS
Revised August 20, 2012
2005 CIP Neighburhood Streets, Comract 9B
Pro}ect No 0' 2G9
aa az aa
I3m PROPOSN.
Pvgc 1 R2 0l'4
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Infortnation Bidder's Proposal
Bidlistitem Specification Unitof
No, Description Section No. Meazure B�d Qaantiry Unit Price Bid Value
Unit IA - Water �ine Replacements _
1 ��� 0241.1001 Water Line Grouting 02 41 � 14 CY 1
, . ....__ ..� ...._..__ -- --- -... ..- --. __. __� .- �-- _. .. .._. ..
2 0241.1302 Remove 6" Water Vaive 02 41 14 EA 6
-- -- --- ---- -- � - — --- �- __ __ _ _ _
3 0241.1304 Remove 10' Water Valve �� 02 41 14 EA 1
._.. _._ ._.. ..__ .__ ___ ..__. .__. ..._ ..._ ..... ..... __.. ._.....
4 0241.1510 Salvage Fire Hydrant 02 41 14 EA 3 ,_„ .,,
_____-._... _..�.._._.._.__.._._. .__._�..�. .----- —. _�__ _.,- -- - . _.
5 3201.0113 6' Wide Asphalt Pvmt Repair, Residentiai 32 01 17 LF 42
_ __� ..�____. _._...._._._.. _._....-.-- �----- ---'— ---__._ ....__ _ --. _. _ ._ _. _.
6 3201.0400 Temporary Asphalt Paving Repair 32 01 18 LF 3,649 _
...... __ ...... .___. .__ _... __._. .._. ..... .._. ..... .._ ... ..
7 3201.0611 6" Conc Pvmt Repair 32 01 29 SY 20
-- -- ��� , -- --- - — ` -- � - --- � -
8 3305.0109 Trench Safety � 33 05 10 LF 822
. .- - -- -�... ._ .._ ._.._, __ �..�.. -- -- ---..__� .� . ._- -- �. _ .. , _ .__
9 3311.0001 Ductile Iron Water Fittings 33 11 11 TON 4S .. .. .
..__ -___ _.._.. ..... _._. ...._. _._ __. ._._. ..... ..... ... .... ..
9A 3311.0021 C303 Fittings 33 11 13 �S 1
---.� _ _.__. _.. _.....�. -- --- - ---- --- .'__ . --- - — _ __ _.-
10 3311.0161 6' PVC Water Pipe_ 33 11 12 �F 40
-- . .,�,._..v� .., . -- -_ __ .... ...__ ... .
11 3311.0252 8" DIP Water, CSS Bac�ll �� ��� 3311 10 �LF �� � 67
12 3311.0261 8" PVC Water Pipe 33 11 12 lF 2623
- - -_ _ _
13 3311.0352 10" DIP Water, CSS Bac�il 33 11��10 � LF 40
14 ..... 3311.0361 10" PVC�Water Pipe. ...... ...... ... 33 11� 12 ...lF .....301 . .. ... ..... . ...
15 � 3311.0661 24" PVC C905 WaterPipe ���� ��� 33 11 12 LF 477 � .. . . .. .
. ..._. . _._. _ _.._... ._..... .__. _.._.. . . _. ._._. . . .. .__. ..... .. .... ....
15A 3311.0681 24" Concrete AWWA C303 Water Pipe 33 11 13 LF 477 ._ .. . . .__
_ _�. . _._ . . .
15B 3311.0651� 24" DIP Water ...... ...... ...... . . . ... . ..33 11..10 . . . LF 477
16 ��� 3311.0662� 24' PVC C905 Water Pipe, CSS Backfiil � � 33 11 12 LF 40 . .
._.... .__. ._.. _._. .._..... ._. . ... .. . .. . . . . . . .
16A 3311.0682 24" Concrete AWWA C303 Water Pipe, CSS Bac�ll 33 11 13 LF 40 .. .
__... ..... .___ __.. . _ ...... ..... .. . . .. ... .. .. .. . .. ... . . . . . . .. ....
16B 3311.0652 24" DIP Water, CSS Backfill 33 11 10 LF 40
17 � 3312.0001� Fire Hydrant 33 12 40 EA 1 .
18 ��� 3312.0102 Connection to Existing 6" Water Main ��� � 33 12�25 EA � 6 .. . .
.._. ___.. .__..__ . ._.. ,..._.. ..... _._.. ....__ .. . _.. . .__. .. . __.. . .... _.. ...
19 3312.0103 Connection to Existing 8" Water Main 33 12 25 EA 3 .__ .. _ ... _.
20 ��� 3312.0104 ConnectiontoExistingl0"WaterMain ���� �� � 331225 EA � 4 ._
, . _..__ . _ .._. - ---- --- --._ . ..._. __. __._ __ . .. _. _. _
21 3312.0108 Connection to Existing 24" Water Main 33 12 25 EA 2
-- --_ _ _ _,_.. . _- --- --- �-- - . _.. . _ _.. .
22 33'122001 1" Water Service, Meter Relocation 33 12�10 ��EA 23
23 ..... 3312.2003 1" Water�Service ..... ...... .... . .. 33 12 10 . ...EA .....23 . . .. .... ... ... ... ..
` __.____. ._. _�.., ,.. . ..__. _.. --- �-- --- �--- --- ' -- . _ .. _-
24 3312.2201 2" Water Service, Meter Relocation 33 12 10 EA 3
--25 3312.2203 2"Wate��_�_. __..m_. , .--- -- - . .__.. ._. ___ . . ...._ . . _._....
r Service 33 12 10 � EA 3
__. .._. __.. ..... __.. .__. ._... __. .._. _.... __.. ...... ..... .....
26 3312.3002 6" Gate Valve 33 12 20 EA 4
-- � ------- ---_ _-.--- -- -- . _- --� _ ___ __.
27 3312.3003 8" Gate Valve 33 12 20 EA 17
--- - - _ _ . .-_ _ --- - . . —_ _ ..--- -- - �-- -- . _...
28 3312.3004 10" Gate Valve 33 12 20 EA 4
� ..__ __. ._.. .._.. ...._ . ....
..._ __._- ___ _..... _.._ _... .__ __. ......
29 3312.3008 24" Gate Valve w/ Vault 33 12 20 EA 1
----- — .___....._.....__ --. __ _ _.- -- ---- - -- -. .
30 3304.0101 Temporary Water Services 33 04 30 �S 1
_ ....__.__---_.._ ._._..--------.--.____�.. . .__.. ._.__. _--__ . .. ._.._ .... . .. ...
31 3305.0103 Expioratory Excavation of Existing Utilities 33 OS 30 EA 8
.._. .._. ..._. __.. ..... __.. ..... . ..... ....._ ........ . .. . .. ...
32 3471.0001 Tra�c Controi 34 71 13 MO 3
.__.. .__._ . �. .,... _... .__. _.._.. .__.. _..... _.... ...._ . ._.... ...... .... ... ..... .
33A 3304.0002 Cathodic Protection 33 04 12 LS 1
33B � � 3304.0002 Cathodic Protection �� � � �� �� � � 33 04 12 LS 1 � � � � �
34A� � 3304.0001� Joint Bonding & Electrical Isolation � �� 33 04 10 LS 1 .. .
34B � 3304.0001 Joint Bonding & Electrical Isolation � �� � 33 04 10 LS _ 1 .
_ ._... .__. __.. ._._. ...... . ....... _.._. .. ...... . . .. , ... . _... .. _.
���� Subtotal Unit �A - Water Line Replacements Base Bid � ��
-- --- -- -_. __... . . _... _ .. .. . .. _. .. ... ...__ ...... . _..
(Bid Items 1 to 32, excluding Bid Items 9A, 15A, 158, �16A, 166,
... 33A, 336, 34A & 34B). _.... ..__. ......_ ... .. ... .. . .. ... . . ... . . _ .. . .
��� Subtotal �Unit 1A - Water Line Replacements Alt. A Bid �� �� �
� �(Bid Items 1 to 8, 9A, 10 to 14, 15A, 16A, 17 to 33A & 34A, �
exciuding Bid Items 9, 15, 156, 16, 166, 336 & 346)
_.._.. . _ _,.. .. . .. . . _ . .. _ .. .. ... .._... ..... ... . .... .... .... _ ...
Subtotal �Unit 1A - Water Line Replacements Alt. B Bid .__ .
...__ _...._.._ __......., . . __.__ .____-- ___. ..._. _..._ ..... .. .. .
(Bid items 1 to 14, 156, 166, 17 to 32, 336 8 346, excluding Bid
Items 9A, 15, �SA, 16, 16A, 33A & 34A
Cff Y OP PORT WORI}i AJdcndwn 3 00 41 OU_00 42 4J_OU 43 13_00 41 37 I3iJ i�arm-Vnqu�wl-l3on� Vcn�or Campliuncc.�l>
STANllNiD CONS'(RUC'(ION SPGC➢'IC�TION UOCUMGh'1'S 2n0%CIP Ncighborha�d Svcc�� Proi�«. Contr�ct 913
Ponn IicvucJ :01 I o627 Ciry Pn�jcc� No_ o i 269
0o az a�
I3N PROPOSN,
Pupc 2R2 ofa
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Pmject Item Information Bidder's Proposal
BidlistItem . Specification Unitof .
No. Descnption Section No. Meazure B�d Quant�ty Unit Price Bid Value
. Unit IB - Sanitary Sewer Repiacements. . . . . . _ _
35 �� 0241.2201 Remove 4' Sewer�Manhole 02 41 14 EA 5
__.__ _ -._.___ �..._.._ . ._.... _.... .. ..... ...... ...._. ...... .... _.... ...... ... .... . . ...
36 3201.0400 Temporary Asphalt Paving Repair 32 01 18 LF 158
__ _ _. . _ _
37 3201.0611 6" Conc Pvmt Repair 32 01 29 SY 4
38 �� 3301.0001 Pre-CCNinspection � � � �� 3301�31 LF 420 � � � � �
...._ _.... _....__— -...._ _.._. _._ _.._. ..._.. ....._ ..... _.... ._...._ ._.. . ._.....
39 3301.0002 Post-CCN Inspection 33 01 31 LF 420
_. .. ___ _ . __ __ __ _ .
40 3301.010'I Manhole Vacuum Testing 33 01 30 EA 5
__. ____ _._. .__. .__. ..._ _... __.. . ... ..... _.. . . .._.. ...... ......
41 3303.0001 Bypass Pumping 33 03 10 lS 1
- ----�------ -------- ------- _—` --__._ ._._��. __,_ ..._. _._. _._ _...
42 3305.0109 Trench Safety 33 05 10 LF 55
. . _, __..._.._ __ _._,r._..�.,_._ . . . __.�..__ _.__ _.._ _ . . _._..._._.. _, _,.. . __ ..._. , _ ._ -- .-- - --- — — .-- . . _.. .. _._-
43 . 3305.0112 Concrete Collar _ __ __ 33 05 17 EA __ 5 . .. ..
44 3305A203 ImpoRed EmbedmenUBackfill, CLSM 33 05 10 CY 52
..___� _ _. �._ _�__�_ ___ �__.._.. .___� ..._,_. — -.— ---- -- __
45 3331.3101 4" Sewer Service 33 31 50 EA 14
�--- -..__...__ . _T.._._._.__—.._ --- --- -- ----- ----_.. � __._ _._.. __ ---
46 �� 3331.3102 4" Sewer Service, 2-Way Cleanout 33 31 50 EA p
47 3331.4115 B" Sewer Pipe 33 11 10, 33 31 LF 20
12, 33 31 20
48 �� 3331.4119 8" OIP Sewer Pipe . � 33 11 10 � LF � 649 �
_ .. _ .. e ,. .__ _ _._ , . . _.. ,__ . - � -- -- --. _. _...
49 3331.4205 10" DIP Sewer 33 11�10 �F 36
..__..... ....___.. ..._._..---- .___._ , ._... ._._._.. ..... ........ .._. _._ .._... ._._. ....... ......
50 3339.0001 Epoxy Manhole Liner 33 39 60 VF 26
51 . . ... 3339.1001 4' Manhole .. .. . _ ... _ . . . .. . .. ... . . ... . . . 33 39 20, 33 39 .. . . EA . . .. .. 5 . . . . .... . .. .... . .. .... .
_ ._._ ..__. ._... .... __... .__. . .... ..._ .. _. ..... . _.
52 �� 3339.1003 4' Extra Depth Manhole 33 39 20,��33 39 VF 2.8
53 ....� � 3339.1004� 4' Shallow Manhole... ....... - ._ . . . .. 33 39 20, 33 39 EA . . ..1 .. . . . . . .. . .. . . ..
54 � 3471.0001 Traffic Control�� 34 71 13 MO 1.5
� Subtotal Unit IB - Sanitary Sewer Repiacements
CC(Y OP FORT WORTFI
STANUARD CONS7RUCTION SPECIFICATION DOCUMENTS
Fonn Rc��xcd 2o I 1 oC>27
AJJcndum2004100_OU4243 004313_004377I3idFa`m-Propoul-i3ond VcndorCompiiunce�l>
2�08 CIP Ncighbnrho�� Strccu� Prnlut, Contruct 9(3
Ciry Prujcct No. 01269
_.. .
�� 4� 4,
II[U PROPOSN.
Pugc 3R2 0l 4
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Infortnation Bidder's Proposal
Bidlist Item Description Specification Unit of B�d Quantiry Unit Price Bid Value
No. Section No. Meuure
Unit 11 - Paving &.Drainage Improvements .
55 �� 0241.0100 Remove�Sidewalk �� 024113 SF 13,907
. . . ..._. ..__ . . _.._ . .. . _ _ . ... . ... _.... . . . . . _. . . ... . . . . ... . . . . .. . . . .. . .. . . ... _. . . .. ....
56 0241.0300 Remove ADA Ramp 02 41 13 EA 21
..._ ._._ __. ._._. .._... .... . . ... . .. ... . .... . . . ... ... .. _ . . .... ... ...... .... .... . ... ...
57 0241.0401 Remove Concrete Drive 02 41 13 SF 6,305
58 �� 0241.1000 Remove Conc Pvmt 02 41 15 SY 368
... . . _ .. ._.. . . ..., __.... _..... .._.. ... ..... . . ... _ _.... ...... _. . . . . ... . ....
59 0241.1100 Remove Asphait Pvmt 02 41 15 SY 12,738
.._. , . _... . .__..__. _.__. ....._ ....... . ........ _.... ...._ ... _.. . .... . . ...... ...... .._...
60 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 5,628
61 � 0241.1400 Remove Conc Valley Gutter 02 41 15 SY 3g7 � � �
. . ___ . . .__..�-- _,..._. _.. .. ... _. .... . _... _ . . . _. _... .. .. . ... . . ..... . ... . .. . .... . . . ..... .
62 0241.1800 Remove Speed Cushion 02 41 15 SY 18
..._ ._.___ _._. ....._ ...... . ....... ..... .. ....... ........ ...._. ....... ...... ._ ..... ........
63 0241.3011 Remove 15" Storm Line 02 41 14 LF 48
64 � 0241.3013 Remove�18" Storm Line �� � ��� � �� 02 41 14 � LF 12 � �
._ _ __..._ . _. _._ . ___ . , .__ ..__ __.._.. .._- -- .._ -- .._. ..
65 0241.4001 Remove 5' Curb Iniet 02 41 14 EA 2
66 3211.0400 Lime � 321129 TN 233
.._. ..._. .._._ ._... .._.. .__ _._ __.. _... ._.. ..__ .__ ..... ._..
67 3211 A501 6" Lime Treatment 32 11 29 SY 14 543
_.______._.�__.___._..�..�.. ___.�.�_----.. � __� _. �.�__. .__._ __ _.--- .---, ---- - -_...
68 3125.0101 SWPPP Z'i acre 31 2500 LS 1
_ _ .._._.-- � - -- ---...- ---' ---�-- ` ---�.. _ . _.__ . __� ._-- -._ ___.
69 3212.0401 HMAC Transition 32 12 16 TN 150
___ ._._ _-__ __. ____ ___ .._. __. ..._. ..._.. ....... ..._ ...... .._ ....
70 3212.0401 5" Thick HMAC Driveway Transition, 4' Wide 32 12 16 TN 1
71� 3212.0601� HMAC Speed Cushion � 32 12 16 � EA � 1
- -
- � --- - - - - - - -- ' -- -.... ---
72 3213.0102 7.5" Conc Pvmt 32 13 13 SY 12,166
_._ ____ .___. _.... ___. .._. _._ _... .__ .._. . ..._ ...... ... .. .._ ....
73 3213.0301 4 Conc Sidewaik 32 13 20 SF 26,340
. _ __ _ ___,,.__ .. _.--- . --- --- -- -._. ._. _ _ _ .. _... __ _ .. .
74 3213.0401 6" Concrete Driveway 32 13 20 SF 9,ggg
. ._. . ------- ---. _....__ ._.._ _._._ . .. . .._ ....
75 3213.0404 6" Concrete Dnveway, Dyed Concrete � 32 13 20 � SF �� � 20
76 ���� 3213.0501� 4'BarrierFreeRamp,TypeA� � ���� � 3213�20 � EA � 5 � ..
_._ .___.__ ._.__- -__._. ....__ __.. __.._ .__.. ...... ....... .__.. .____ ........ .....
77 3213.0502 4' Barrier Free Ramp, Type 8 32 13 20 EA 5
....... .._. .._.___ __.. _..._. _.... . ...._. .._. . .. . . ... ...... ....... ..... _..._ . ...._.
78 3213.0503 4' Barrier Free Ramp, Type C 32 13 20 EA 2
79 .� 3213.0504 4' Barcier Free Ramp, Type D � � 32 13 20 EA 2 �
80 �� 3213.0506� 4' Barrier Free Ramp, Type F� � � 32 13 20 � EA 1
81 ��� 3213.0507 4' 8arrier Free Ramp, Type G � � 32 13 20 EA 7�
82 � 3213.0508 4 Barrier Free Ramp, Type H 32 13 20 EA 14
._ _.. .__. _.... _ ... _ _.... . .... .. ... . . .. . . . . . . .. .... . . .. .. ... _ ..
83 3217.0205 8" SLD Pvmt Marking Paint (W) 32 17 23 �F 30
_ _
84 3341.0201 21" RCP, Class III 33 41 10 LF 43
85 ��� 3341.0205 24" RCP, Class III� � � � � � � � � �� � 33 41 10 �LF 16 � � �
-- ' -� -- -.. . . __ ... . . . _ _.
86 3349.5001 10' Curb Inlet �� � 3349�20 �EA ���� 2
. . . ____-----_ .__.___ ..... __.. ._... .__,.. .. . ._ ...._. ... _.._ ..._ ...... ..
87 � � 3471.0001 Treffic Control . . .... ... .. . .. . . 34 71.13 MO . _ 12 .. .. .. .... . ... .. ...
88 � 9999 0000� Meter Box Adjustment EA 26 $35.00 $910.00
.... ._. _. ._ . . .. . _._. ..... ..._ _._ ._.. . _.. _.. .. ... _ ....
89 9999.0001 Utility Adjusment �S � �20,000.00 $20,000.00
_. __ _ _ _. __ __
90 3291.0100 Top Soil 32 91 19 CY 412 516.50 $6,798.00
_-_ ____ ___. _... ...... _._ ._.. .. _... ._ .. .. .... ...... ..... ....... ......
91 3305.0111 Valve Box Adjustment 33 05 14 EA 2g 5250.00 .$7,004.00
_ ._. __.. _. �.- ---- - � - - -- ---- -�_._- _ _._. . _,_ . ... -- -- -- �- --- � - -
92 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 13 5350.00 �$4,550.00
--- - --- ---- - �-- ---- --- --- - -- -- . __ . _... -. ._.. ..
93 3232.0100 Conc Ret Wall with Sidewaik 32 32 13 SF 300
94�� 3123.0101� UnclassifiedExcavation �� ��� � 312316 ��CY ���g97 �� �� � �� �
---- - - --- - -- -- --._ � . . ..._._.. -- - � _.._ ___.
Subtotal Un�t II - Paving 8. Drainage �mprovements $39,258.00
CITY OI' PORT WORTH �
STANDARD CONS7RUCTION SPGCIFICATION DOCUMENTS
�onn Rcvisui 2a I I o627
Addcndum ? 00 41 00_00 42 43 00 43 13 00 43 37 Bid Fortn-Propoxul-I3onJ Vcndor Compliuncc.�lv
200R CIP Ncightarhnod SV�r��� Projecc, Concmet 95
City Projcct No. 01269
0o az aa
BIll PROPOSN.
Pu�� 4R2 �I 4
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
� Project Item Information Bidders Proposal
BidlistTtem Specifica[ion Unitof
No. Description Section No. Measure Bid Quantiry Unit Price Bid Value
Bid Summary
xnse sia
Unit IA - Water Line Replacements
Unit IB - Sanitary Sewer Replacements �� � ���
Unit il - Paving 8 Dreinage Improvements
Totai Bnse Bid
Alternate A Bid
Unit IA - Water �ine Repiacements Alt. A
Unit IB - Sanitary Sewer Repiacements �
_, . ---- - — -- -- .. ... .... . . ...
_
Unit II • Paving & Drainage Improvements
Total AIL A Bid
Unit �A - Water Line Rep
Unit IB - Sanitary Sewer
Unit II�- Pavina & Draina�
CITY OF PORT WORTH
STANDARD CONS7RUC170N SPEC�fCn770N DOCUNfEMS
Fortn Acviud 20110627
Alt. B
AI[ern�[e
$39,258.00
$39,258.00
Totnl AIL B Bid 539258.00
AJdcndwn 2 00 41 00_00 42 43 00 43 1 a 00 47 37 Bid Fo`m-Propawl-Dond V�mdor Compliuncc.J.
200R C� Ncighborhood SUuI' Prorojcct, ConN ct 973
Cin� Projccc Na. 012(,9
�„�_.�,
�,«�;���at���„�.
Pnpe I R:. �.� �
SECTION OU 42 43
PROPO5AL }'ORM
UNIT PRICE BID
Bidder's Application
Project Item Inforrmtion ➢iddeit Pro�wsnl
Bidlistl�cm Spe.ciFca�inn Uni�of -
No Ducription Section No Vla�sure ��d Qun�ut}' Unit Price 73id Vrilue
_._.._.� Unit IA -Watcr Llne Repiacements , .. .. ... . .. . __ .. . .... _..... .
_,� _..... __. . . .. _.. ._ . ,. . ._ .
1 0241.1 D01 Waler line Grouling � 02 41 14 CY 1
_ .__�.. ..._..� _ - --- ---._�- _._ .._,._.._ . -- _ . ._ _�_.
2 0241.1302 Remove6"WaterValve 024�]4 ��EA g
3 0247.1864 Remova�0"Watervaive ��-�.- 024714 -�.-Eq .._ � _�.., ._ ._�.. _ .......e._,
�..� �_._._ _.____ ____�___________ ._.—._—�.. _ _ . . . .. _ ...._.. � . ....., _�._._. . ._ .._.. ._. _ � __
4 0241.1510 Salvage Pire Hydrant 02 41 14 EA �
_ �., _._._.,..,... .,._ _ _ _ .,., .._....e.... _ _ .. . _ . __ _ _... . . ._ . . . _r� _ .__ .. ._. ._..
5 3201.0113 6' Wide Asphalt Pvmt Repair, Residentiat 32 01 17 LF a2
_._ _ _..._. �_ � �� _ . ._._- ..... __ �._ _. _.... _ ._..__ _ _____ __.._._ _ _ .,_ _._ _..
6 3201 0400 TemooraryAsohalt Pavina Renair 32 01 iB LF 3,6d9
.�.._. . _ .-- - - -- .. _ ___.._ _ � _..-- -
7 3201 0611 6° Conc Pvmt Reoair �� 32 01 29 � SY ��� 20
....u._..�.___ .T.�...,..._._._.._..__. _. � ..,.._ . ..__... . __..__. _------__ . _......_ .___.. ._ .. _.. _.
B 3305.0'109 Trench Sateri 33 05 10 LF � 822
�___ _-._._ .____._. • ..__. __._. _.. .. _.... ...._ .... __. _._. . .....
9 3311.0001 Ductile Iron WaterFittinqs 33 11 71 TON 4.5
.�__�__ - -_�..-_ . . _. ___ _ _. . . _.�.. _ _ ..v... __ ..
9A 3311.0021 C303 Fittinqs ��� �� 33 11 13 LS � ��
_..._.. - -.._...--- ---...__ _- ..__.._. ..__._ .__._ _... __. ..._ . ._.__ . _.._ . ___. _ _... .__
10 3311.0'161 8" PVC Water Pipe 33 11 i2 LF ��4q
__�...._J. .. __...--- ------ -_.. __.. . .. _. . ... ... ._ __.. ___ _ ...._ . _. _.. .._....
11 3311A252 8"DIPWater,CSSBackfill J31�tU LF ���67
- - - ---- - -_ .__..._ .... _. . . . . _. .._.... . ...
12 3311 0261 8" PVC Water Pipe � 33 11 12 LF � 2623�
.� .--- - -- ._. ._. _. _. ..._ . .. .._ _ ,..._._ ....
13 3311 0352 10" DIP W2tec CSS 8ackfll 33 11 10 LF � 40
74 3311 0361 10 PVC Water Pipe 33 i � 12 � �F 30� �
. . . ._ _ .. . _ ... _. .
15� 3311.0665 24"PVCC905WaterPipe �� 33��t2 � �F q77 ��
15A 331L068'I 24"ConcreteAWWAC303WaterPipe � ( 331173 �LP ��7 �� �
_ . _..._. . _� . --- -_. _. _ _._._ _.. _. _.. _ _.. ....- _.__
15B 3311.0651 24" OIP Water 33 t � �0 � LF 477
_ ..s _ �..� . .. _ ... ,_ _ _ .... _ _ __ . . .�.._ - -- _ .--- - -` ---- ----
16 3311,0662 24" PVC C905 Waler Pipe. CSS 6ackfill 33 11 12 LF 40
--�- - ------ �----._ . � . _. _. _._-- ... . . . ._ _ .__ _-- - ------ ----
16A 33� 1.0692 24" Concrete AW WA C303 Water Pipe, CSS Backfill 33 t t 13 �� LF 40
... .... .... .. . . . . _.. . .... . ...... . .._. ..__.. .
16B 3311 0652 24" DIP Watec CSS Backfiil 33 11 10 LF 40
..... -- --._..._ -- - . .. _.._ .__ .____. ..... ..__ _ ._.._ . .
17 3312.0001 Fire Hvdrant �� �� � � � 33 1i 40 EA �
__..__.___._.....__ .. -. . , ._. , . ___. ...._ ... .... _ . _..._... ._._ .___ . _ _._. . .
18 3312At02 Cannection to Bxistino 6" Wa[er Main 33 t2 25 EA 6
.»...�_- ._..__ _.... - _.__._. .__.. ._ ... .. .. .. _ ._..._ . __._._.. ...
19 3312.0103 Connection to Exislin4 B" Water Main 33 72 25 EA � 3
---.._ . . ...... , - ..... _ ... ... .. __. ...
2D 33'12.0504 Connection to ExisUng 10" Waier Main � �� 33 12 25 EA ��� a
21 � 33120108 Connection to Existinq 24" Wa � � � �� - � � - �� .�� . � _ . -- ���
_� _.__.__ __
ter Main 33 12 25 EA p
_ .- ----- --�_ .�,.....,w .. . .__ . .__.._ ---.__ . -_ ..._._� ..___��_
22 33122001 9" Water Service, Meter Relocation 33 12 10 EA 2�
.._.._� _. _- --.- _. -.m.�- . _ . -- — -- - -_.� _ _ _ ._.__ .._ _ _-- _. .___. _ . .�__.__----
23 3312 2003 1" Water Service 33 12 10 EA 23
. _.. . --- ._ _ ._..., . , ,_..._.. , ,._ .__ ... __.- ._-- --`--- -- -._ . ..
24 3312.2207 Z"WaterService,�Meter ftelocation �� 33�12��0 ��EA 3
..__� __.r_... _..�......��.e . _ _. __.. _ .�____ . .. . -- - - - - ._..._ _ ___._m,._.. _.._._..._ _-._ �_.
25 3312 2203 2" Water Service 33 1210 E!� 3
________. __._�___ . __ ..... .__ _. . __ __.. _ _.._ _ ___ _
26 3312.3002 6" Gate Valve 33 52 20 � EFl 4
--- . � _.._�. _._._ , ..._.._._.� _.._.. .._.. . ._ - ._.. ._._ __.._ _ _ . __.. .
27 3312_3003 8" Gate Valve �� 33 �2 20 � EA 17
._--- -----_�.__...__.._ .__ ...... _..... .. _.. . . . ._...._. .... ._..
28 33123004 10" Gate Valve � � 33 12 20 EA �� a
_.._ �.,. _._. ,. .._.. .�- - ..... _�__ . . __ .. __ _ .. ..__---- . . . ------._
29 3312.3008 24"GaleValvewlVauil 3?�220 EA �����
.. _. „ --_-- _ ....._. _..... . _.___ . _..._ __._. - _, .._.___ . ._.
30 3304A'101 Temporary Water�Services� 33 04 30 �S �� t
.__ ____ _._. __.. . __.... _ _......_ ..
31 � 3:AS.O�C3 Expioratory Excavation of Exis�ia:r, Utili6es �� �� 33 OS 30 EA 8
32 � 3a71 0001 Traffic Controi �� � � :� 77 �3 MO 3 �� � �
- ---- .. ._---- --_. ..__ _ ...__._.... .._ . . .. ._ .,.. . _....... .....
33A 3304 0002 Cathodic Prolection 33 04 i? I..S 1
336� 33040002 CathodicProtection ��� �� 3304�2 �S 1 �� ��� �
---- --- - . . _.. _._ _.
34A 3304.0001 Joini Bo�ding 8 Eleclncal Isolation 33 04 �0 LS t . , ..
346 3304,0001 JoiM Bonding 8 E�eclncal Isolation 3� Oa i0 lS i _
- --�-- ---«._�._ .. � --- - - -_. _ ..._.
Subtotal Unit 1A • Water Line Replacements Base Bid �
----__... _ .__.._.____ _ .... _ . ....--._ ...._ . .. ._. ._... .. ..... .. .__.
(Bid Items � to 32, excludtng Bfd Items 9A, iSA, 158, �6A, �66,
�._._.__-. 33A..338 31A & 3461 .. .. . . . . . . _. . . .._.. ._.. .. _._.. .. . ___. . ...
-.--- --_.._..� _______ . ._. .. . . . .. _ ._. .... .. . .. . . . .... .,. ..
Subtotal Unit 1A - Water Line Repiacements Ait. A Bid
. _,..._.a ......�_.... __ . . . --. . . . . .. .. . . . ..... . _.. .. _. ._ . ._._ ..__.
(Bfd Items 1 to 8, 9A, 10 to 14, �15A, �16A, 17 [0 33A & 34A,
exduding Bld Items 9. 15. 156. 16, 16B, 338 8 346) . _. ., , ,,,,_
. ._ _ _ ..___ . . _. . . ._. .. ....__ __....._ ._._.._ ___.
�� ��v Subtotai Unit'1A - Water Line�Replacements Alt. B Bid ���� � �
..,___..._�._. �.��._._.�_.. _ . . . . .. ... . . . . _ ..
_
{B(d Items 1 to 14, 15H, 16B, 17 to 32, 336 8 348, excluding Bid �
Items 9A, 15, 15Q: 16, 16A. 33A 8 34A1
�r�vocroR��voa�n �.,ia. �. _ �.,, � � . . „ ,�,; e. . i.,.�;.:�,.�. a , ��;c - ,.�_�.i�.
'TiWDAtLIi CONS1RUC7fON S 1�'IFlCJ:1'tQN I�(h � RdLf!'�� n, x�R I x��,h.. �mx l . ., +,t �rl^
,,.�,�, r.<.,..a zn: ias,; on r���,;���i r... „�,.,
nn,ia a=
131 fl l'f2�Jfi ��hl,
�,.�F�. � �_ .�i .�
SECTION 00 42 43
PROPOSALPORM
ill'1'OrPORi wD2ili �.At1ti,JumlOn�l w� WIJ:-!� ni)di i} illiai �' I?i�ll�..i,�i.l•�a�.,.�.nl-t�und �'ciW.,.�'.�ii�i•�i.-�i�i�c,.I.
SI"nNDr11:ll CONSI'I;L'CI10�'.11=.GIlIC�\170N UCN UM111:N7S 7.UiA: f: I N uhF,.rh.. I .s I'� �i'-.. G��<i 911
I'�oniili�vi-:�; Z�IIIfX��9 �
['n��Y(�:i�..i �N�� �,:_n=3
UNIT PRICE BID Bidder's Application
o� n? n3
r,tti V�aor0.tnl.
, ,:<<.,� a
SE('TION 00 42 43
PROPOSAI_ FOf2M
UNIT PRICE SID
Bidder's Application
Projeci )tem Informaiion IIiddcr's Proposal
AidlisiUcm Specificatiun Unitof
yo Description . Aid Quamiry Un¢Price Bid Vnlue
Sechon No. Measure
Unit II • Pavina 8 Drainaae Imorovements . .. .
_ _ _ _._. .. .. ... . . . . ... . . _... . . .. _. . .... . . .... . . .
55 0241.0100 Remove Sidewalk 02 41 13 SF 73,gn7
..____._. .._.._. ._._. __. ....... ._.._.---,_. ..--
56 0941.0300 RemoveADARamo ��� � � 024113 ��EA �t _
_.. _�_ _.. _. _ _._ .. _ . - --- - - -- _ . _.
57 0241.0401 Remove Concrete Drive �� 02 41 13 �� SF 6,3�5
� ---- _ _.._... _. _. _ . . _ ..._ . . __ �. __.. _..
58 0241. �000 Remove Conc Pvmi � � �� 02 41 15 � SY 368
. ._ .__�,...�. - __ .
59 0241.9100 Remove Asohalt Pvmt 02 41 15 SY 12.738
_._._�.. . �..__....._ _-._ __ _ .__ . . __ . ...
60 0247.1300 Remove Conc Curo&Gutter ��� � 02 41 i.5 �LF 5 F?g
_.��_ ._..______ _ .. _.. -- .�._ ._.. _ .... _ _ _ .�. . ... �
61 0241.7400 Remove Conc Valley Guiler ��� 02 41 15 ��SY � �357 .. ....
-. _ _.. . .__ .._._,.__ ._ _.. .
62 0241. i800 Remove Speed Cushion ��� 02 41 15 SY �6
63 0241.3011 Remove 15" Storm line 02 41 14 LF �. a� -
_ ...----___ ___ � __.__.� _ __..� _.... __ __-- ____ _- -__ �..
6a 0241,3013 Remove �8" Stortn �ine � �� �� 02 41 14 LF 12
...�-..�..-__�..,.. __.._._._ _._-- __ __ ___- -- - -.-- -- -_._._.. ._. .� - --___. ._
65 0241.4001 Remove 5' Curb Inlel a2 41 �4 EA 2
_ . _._ .... ..--- -- ---- " -- -_ __.� _ ._...-- - --- -- - - - -- -
66 3211.0400 Lime 321129 TN 233
_ _ . .. _. ___ � -- -- � - - �-- �-- _�
67 3211.0501 6" lime Treatment � � ��� �� 32 1'I 29 SY ��d 5e3
__._ � .m-- _.._ _._ . _._. . ___ -- --- -- -_ .� . � _ .....
66 3125.Q101 SWPPP a 1 acre ��� � 31 25 DO ���lS ti
� . ._ - _.._...._. _ --- -- -- _ ____� _.._ _ � . _-_ .�_..._ _. . _ ,_ .......m_ _ ._ __._ ._
69 3212.0401 HMAC Transition 32 12 16 TN __ __ 1�q
�----. __-- - -- y -- .... � _ ___... --.. - - - .
70 3212,0401 5" Thick HMAC 6rivewa Transition, 4' Wide 32 12 16 �TN �
. . ._ ._ .. .... ..... .. . . ... .. ._ _.._. ._.
-�- ----_ _._...... __ . ...----- �
71 3212.0501 HMAC Speed Cushion � � 32 12'16 E4 1
_�_�_._ ....._...,._. _. _ _ . ----�' -- -_..,_� -_ .�._. ..- ._... . _____�_ , . __._._.._.._.
72 3213.0102 7.5" Conc Pvm! 32 1313 SY �2,�66
.�,�.,.._ ..:,..�.___..�._,.._----_._.�._.____�._ ._ .._.., ,. ._. ..�... _...� ..._ _� �_..._._ __.-...
73 3213.0301 4" Conc Sidewalk 32 13 20 ____ SP ,_25__,340 ____ ,.,
-- ..���......�......_ _._._.._- -.__. .... .. _ - -- � . _
74 � 3213.0401 6" Concrete Drivewav 3213 20 SF 9,9gH .
._-T_._....---....._._._ .,..__ � --- .. , . . ....._� ...,.._----- . _. .. ......
75 3213.0404 6" Concrete Driveway, Dyed Concrete �� � 32 13 20 SF Zp
..u_..� .�_,..�._.. ____-. �_� - . _ _ __.. ___. . . ... _ .. -- - - . _ __ _ _ . __ _.
76 3213.050� 4' Barrier Free RamD Type A � 32 13 20 EA ._ , 5 ,
_e_,.._i....._._ _... ___.--_....__. ...... _._.__ ...._._. ... ._..-- �.. ..._. _._._ _.. . __..
77 3213,0502 4' Barrier Free Ramp, Type B� 32 �3 20 EA S
.�.__ _ .___ . .._ ,. . __._ . . --- -- - - �- --
78 3213A503 4' Bartier Free Ramp, Type C �� 32 13 20 EA . 2 _
_.--- ._ _._ . . . ___. .._ . ____ .. . _.._.
79 's2/3.O50�a 4'�Barrier Free Ramp, Type D ��� � 32 1320 EA 2 ,_.
..._._..�.�. _ ..__ ., .._._.._.._.� -- - _ . �� _ ��.. _._ _ --
80 3213.0506 4' Barrier Free Ramp. Tyoe F ��� 32 �3 20 ,_ EA 1 ,
..M......._� .___.. . . _..__. ...._. _._. _. ..
8� 32130507 4' Bartier Free Remp. Tyoe�G� .. . 32 13 20 EA 7 .
-------_._...__._ .___ .__. .. ._...._ _._.___ ...___...._ .._..... ... ._..
82 3213.0508 4' Barrier Free Ramp, TVpe H� � 32 13 20 EA 14
._ ..... _ . __ . . . . __._ ._... . _.._. _.
83 3217A205 8"�SLD Pvmt Markinq Paint (W) �� � 32 17 23 ��LF 30 .. .
.._.....__.____-`--.- - . . ...__.. ...._. ,. ._ __._ _�- ._ . . __ .. _
84 3341A201 21"RCP,CIassIU ���� �� � 334110� LF 43 _„ . ._
�..__� . . . . .
85 3341A205 24" RCP, Class III ��� � 33 41 10 ���� LF � 16
. __ . . _ .. .. .. . . . . . . _____ _ .. . . . _ . . . . _..
�86 3349.5U01 'f0' Cur6 inlet 33 49 20 EA 2 , ,
--- ------._... . . . _ _... _. . .. . ..
87 94710001 TraffcConlroi 3471 S3 MO 72
........�._._ . . _:_. ....... . ._.__.__. _.. ---_ ._.... .. _ . _.. ._.
88 9999A000 Meter Box Adiustment � � ��� EA 26 � � 335 00
.. .. . . ._ . . ._._. . ._ . ... .. . ... ... ... __.._ _ ... _ . _ .. ... . _____.
�_._�_. _. ... .... ...
89 9999.0001 UtitityAdiusmenl . . ..__l5 _ 1 $20,00000
...._. _ _._. ._ .._ .. . _. . .._. . . .. . ... .. ... �.. _. _ __.. . _......
90 3291.4'100 ToOSoit 3291�9 CY 4'12 $�6.50
. . . . ._ ... . _ . . .... .__. ....... _ _...
� 91 33050111 ValveBoxAdius[ment� � 330574 EA 29 5250,00 .
. ___ � �... . �... _,...._. . _. _ . .._ -- --. _ . . m
92 3305.0107 ManholeAdjustment, Minor �� � �� � �33G514 EA 13 �� 835000
��93� 3232.0146 Canc Ret Wall w{th Sidewalk �� �32 32 13 SF 300 �� �
-- - . _._ ,.__ .._. . .. -- -__ . - _ _ . ._ .. ... . ..
94 �123.0101 Uutassified Excavation � �� � 31 2316 CY 1897
�_��._.�._._.__...---__ _. ..__ ...__.........._. __...._. ....._._ ... _..._- .._.,.. ..�.._.._.....v_ _ _._.. _ ___ ..
Subtotat Unit 11 • Paving & Drainage Improvements
cR'io����oa-[wo2ni .�d�io,a��„�z[��;ainn no.i1�7_nru?ia_�n.r, n r.,fdi�„���.i��,iw,.=,i-t�,��a v����.co����,r,��..it
srarro,�:� coN� rxucr ior+ srrcr icn i,oN ixxuti� Ni s z�u�s cir a�,;�.i�n,�i,,., � snra, i�,<,��, com«�. � �e
t�,�„� a��; � zni ioez� cn, i��,�:��� v:, mza�
n0 a2'll
i3iu r�i<ovesW.
I :��c �RZ a; 4
SEC770N 00 42 43
PROPOSALFORM
UNTT PRICE BID
No
Bidder's Application
Project Item inFormaiion L9idder's Propnsol
Speciftcuiion l)nit of
Description BidQuaniiry UnitPrice BidValuc
Secuon No. Measum
Bid Summa�y
Bnsc Bid
Unit IA - Water line Replacements Alt. B
.. ._ .... . _. . .... .
Unil IB • Sanitary Sawer Replacements
---- — --. �. . _. —_�_.....
Unit il - Paving & Drainage Improvements
w�v nF ruiz�� w��l.n i
.�I i V 3nRTJ l�lvti IT.U� T.G;� .C7' :CII�,C � I Ir)N IhH'lR-liN-f�
r„m, a�,:� �:d au i i nc1�;
AtlernHte B Rid
,�:�t.��l�� .�,I _ �f. .i . .,nknik . .I �. .. �,...,x
,i��la I i �t.* ����. I . . . ...
i�rili%i..-.ti 'n �i�_.
Alfeirate A Rid
Unit IA - Water line Repiacements Alt. A
�. _ � . . _�. -- --
Unit IB -Sanita �� Sewer R �
ry eplacements
Uni[ 11 - Paving 8 Orainage Improvements � �
001113-]
INVITATION TO BIDDERS
Pa�e 1 of 3
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��!►►�/���������Z:31���1�:�.y
RECEIPT OF BIDS
Sealed bids for the construction of 2008 CIP Neighborhood Streets Project, Contract 9B, Project
No. 01269 will be received by the City of Fort Worth Purchasing Office:
City of Fort Worth
Purchasing Division
1000 Throckmorton Street
Fort Worth, Texas 76102
until 1: 30 P.M. CST, Thursday, November 15, 2012, and bids will be opened publicly and read
aloud at 2:00 PM CST in the Council Chambers.
GENERAL DESCRIl'TION OF WORK
The major work will consist of the (approximate) following:
UNIT IA — WATER LINE REPLACEMENTS
1
7
1
1
3
39
3553
16.25
792
3.1
40
2651
324
395
20
1
5
3
4
2
13
13
4
17
4
1
8
CY
EA
EA
EA
EA
LF
LF
SY
LF
�
LF
LF
LF
LF
LF
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
Water Line Grouting
Remove 6" Water Valve
Remove 8" Water Valve
Remove 10" Water Valve
Salvage Fire Hydrant
6' Wide Asphalt Pavement Repair, Residential
Temporary Asphalt Paving Repair
6" Concrete Pavement Repair
Trench Safety
Ductile Iron Fittings
6" PVC Water Pipe
8" PVC Water Pipe
10" PVC Water Pipe
24" PVC C905 Water Pipe
24" PVC C905 Water Pipe (CSS Backfill)
Fire Hydrant
Connection to Existing 6" Water Main
Connection to Existing 8" Water Main
Connection to Existing 10" Water Main
Connection to Existing 24" Water Main
1" Water Service, Meter Relocation
1" Water Service
6" Gate Valve
8" Gate Valve
10" Gate Valve
24" Gate Valve and Vault
Exploratory Excavation of Existing Utilities
UNIT IB — SANITARY SEWER REPLACEMENTS
5 EA Remove Ex. Manhole
3 CY Concrete Encase Sewer Pipe
158 LF Temporary Asphalt Paving Repair
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2008 CIP Nei�hborhood Streets Project, Contract 9B
� Project No. 01269
0011 ]3-2
INVITATION TO BIDDERS
Page 2 of 3
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40
41
42
43
44
45
46
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48
3_9
420
420
5
55
5
14
14
20
400
4
4
1.2
4
1
UNIT II — PAVING & DRAINAGE IMPROVEMENTS
13907
21
6305
367
12738
5628
357
17.8
48
12
2
218
14611
1493
1
12187
26290
9987
20
5
5
2
2
1
7
14
43
16
2
1.1
SF
EA
SF
SY
SY
LF
SY
SY
LF
LF
EA
'I'N
SY
TN
EA
SY
SF
SF
SF
EA
EA
EA
EA
EA
EA
EA
LF
LF
EA
T'N
Remove Sidewalk
Remove ADA Ramp
Remove Concrete Drive
Remove Concrete Pavement
Remove Asphalt Pavement
Remove Concrete Curb & Gutter
Remove Concrete Valley Gutter
Remove Speed Cushion
Remove 15" Storm Line
Remove 18" Storm Line
Remove 5' Curb Inlet
Lime
Lime Treatment
HMAC Transition
I-IMAC Speed Cushion
7.5" Reinforced Concrete Pavement
4" Concrete Sidewalk
6" Concrete Driveway
6" Concrete Driveway, Dyed Concrete
4' Barrier Free Ramp, Type A
4' Barrier Free Ramp, Type B
4' Barrier Free Ramp, Type C
4' Barrier Free Ramp, Type D
4' Barrier Free Ramp, Type F
4' Banier Free Ramp, Type G
4' Barrier Free Ramp, Type H
21" RCP, Class III
24" RCP, Class III
10' Curb Inlet
5" Thick HMAC Driveway Transition, 4' Wide
SY
LF
LF
EA
LF
EA
EA
EA
LF
LF
EA
EA
VF
EA
EA
6" Concrete Pavement Repair
Pre-Construction CCTV Inspection
Post-Construction CCTV Inspection
Manhole Vacuum Testing
Trench Safety
Concrete Collar
4" Sewer Service
4" Sewer Service, 2 Way Cleanout
8" PVC Sewer Pipe
8" DIP Sewer Pipe
4' Diameter Manhole
4' Diameter Manhole
4' Extra Depth Manhole
4' Diameter Manhole
4' Shallow Manhole
49
50 PREQUALIFICATION
51 The improvements included in this project must be performed by a contractor who is pre-
52 qualified by the City at the time of bid opening. The procedures for qualification and pre-
53 qualification are outlined in the Section 00 21 ] 3— INSTRUCTIONS TO BIDDERS.
54
55
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01269
Revised .luly 1, 20] ]
0011 13-3
INVITATION TO BIDDERS
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DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
of Fort Worth's Purchasing Division website at http://www.fortworth o� v.or�/purchasin�/ and
clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
suppliers.
Copies of the Bidding and Contract Documents may be purchased from URS Corporation, 1300
Summit Ave., Suite 600, Fort Worth, Texas 76102, Phone: 817-390-1000.
The cost of Bidding and Contract Documents is:
Set of Bidding and Contract Documents with full size drawings: $175.00
Set of Bidding and Contract Documents with half size (if available) drawings: N/A
PRESID CONFERENCE
A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following location, date, and time:
DATE: Tuesday, November 6, 2012
TIME: 11:00 A_M.
PLACE: 1000 Throckmorton, #270
Fort Worth, Texas 76102
LOCATION: Transportation and Public Works Department
CITY'S RIGHT TO ACCEPT OR REJECT BIDS
City reserves the right to waive irregularities and to accept or reject bids.
INQUIIt�S
All inquiries relative to this procurement should be addressed to the following:
Attn: Gopal, Sahu, P.E., City of Fort Worth
Email: gopal.sahu@fortworthgov.org
Phone: 817-392-7949
AND/OR
Attn: Douglas C_ Mikeworth, P.E., URS Corporation
Email: doug.mikeworth@urs.com
Phone: 817-390-1000
ADVERTISEMENT DATES
October 18, 2012
October 25, 2012
42 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
Proiect No. 01269
(THIS PAGE 1NTENTIONALLY LEFT BLANK)
00 21 13 - 1
INSTRUCTIONS TO BIDDERS
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SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
1. Defined Terms
1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72
00 - GENERAL CONDITIONS.
1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
meanings indicated below which are applicable to both the singular and plural thereof.
1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting
directly through a duly authorized representative, submitting a bid for performing
the work contemplated under the Contract Documents.
1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or
corporation acting directly through a duly authorized representative, submitting a
bid for performing the work contemplated under the Contract Documents whose
principal place of business is not in the State of Texas.
1.23. Successful Bidder: The lowest responsible and responsive Bidder to whom Ciiy
f (on the basis of City's evaluation as hereinafter provided) makes an award.
2. Copies of Sidding Documents
2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
resulting from the Bidders use of incomplete sets of Bidding Documents.
22. City and Engineer in making copies of Bidding Documents available do so only for the
purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
for any other use.
3. Prequalification of Bidders (Prime Contractors and Subcontractors)
3.1. All Bidders and their subcontractors are required to be prequalified for the work types
requiring prequalification at the time of bidding_ Bids received from contractors who are
not prequalified (even if inadvertently opened) shall not be considered.
3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within
seven (7) calendar days prior to Bid opening, the documentation identified in Section 00
45 I 1, BIDDERS PREQUALIFICATIONS.
3.2.1. Submission of and/or questions related to prequalification should be addressed to
the City contact as provided in Paragraph 6.1.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Au�ust l7, 2012
2008 CiP Nei�hborhood Streets, Contract 9B
Project No. 01269
00 21 13 - 2
INSTRUCTIONS TO BIDDERS
Page 2 of 9
1 33. The City reserves the right to require any pre-qualified contractor who is the apparent low
2 bidder(s) for a project to submit such additional information as the City, in its sole
3 discretion may require, including but not ]imited to manpower and equipment records,
4 information about key personnel to be assigned to the project, and construction schedule,
5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to
6 deliver a quality product and successfully complete projects for the amount bid within
7 the stipulated time frame. Based upon the City's assessment of the submitted
8 information, a recommendation regarding the award of a contract will be made to the
9 City Council. Failure to submit the additional information, if requested, may be grounds
10 for rejecting the apparent low bidder as non-responsive. Affected contractors will be
I 1 notified in writing of a recommendation to the City Council.
l2
13 3.4_ In addition to prequalification, additional requirements for qualification may be required
14 within various sections of the Contract Documents.
15
16 4. Examination of Bidding and Contract Documents, Other Related Data, and Site
17
18 4.1. Before submitting a Bid, each Bidder shall:
19
20 4.1.1. Examine and carefully study the Contract Documents and other related data
21 identified in the Bidding Documents (including "technical data" referred to in
22 Paragraph 42. below). No information given by City or any representative of the
23 City other than that contained in the Contract Documents and o�cially "
24 promulgated addenda thereto, shall be binding upon the City.
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4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
site conditions that may affect cost, progress, performance or furnishing of the
Work.
4.13. Consider federal, state and local Laws and Regulations that may affect cost,
progress, performance or furnishing of the Work.
33 4.1.4.Study all: (i) reports of explorations and tests of subsurface conditions at or
34 contiguous to the Site and all drawings of physical conditions relating to existing
35 surface or subsurface structures at the Site (except Underground Facilities) that
36 have been identified in the Contract Documents as containing reliable "technical
37 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
38 at the Site that have been identified in the Contract Documents as containing
39 reliable "technical data."
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4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
the information which the City will furnish. All additional information and data
which the City will supply after promuigation of the formal Contract Documents
shall be issued in the form of written addenda and shall become part of the Contract
Documents just as though such addenda were actually written into the original
Contract Documents. No information given by the City other than that contained in
the Contract Documents and officially promulgated addenda thereto, shall be
binding upon the City.
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets, Contract 9B
STANDARD CONSTRUCTION SPECtFICATION DOCUMENTS Project No. 01269
Revised August 17, 2012
00 21 13 - 3
INSTRUCTIONS TO BIDDERS
Page 3 of 9
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4.1.6. Perform independent research, investigations, tests, borings, and such other means
as may be necessary to gain a complete knowledge of the conditions which will be
encountered during the construction of the project. On request, City may provide
each Bidder access to the site to conduct such examinations, investigations,
explorations, tests and studies as each Bidder deems necessary for submission of a
Bid. Bidder must fill all holes and clean up and restore the site to its former
conditions upon completion of such explorations, investigations, tests and studies.
4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the
cost of doing tl�e Work, time required for its completion, and obtain all information
required to make a proposal. Bidders shall rely exclusively and solely upon their
own estimates, investigation, research, tests, explorations, and other data which are
necessary for full and complete information upon which the proposal is to be based.
It is understood that the submission of a proposal is prima-facie evidence that the
Bidder has made the investigation, examinations and tests herein required. Claims
for additional compensation due to variations between conditions actually
encountered in consiruction and as indicated in the Contract Documents will not be
allowed.
4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
between the Contract Documents and such other related documents. The Contractor
shall not take advantage of any gross error or omission in the Contract Documents,
and the City shall be permitted to make such corrections or interpretations as may
be deemed necessary for fulfillment of the intent of the Contract Documents.
42. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of
4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
the site wllich have been utilized by City in preparation of the Contract Documents.
The logs of Soil Borings, if any, on the plans are for general information only.
Neither the City nor the Engineer guarantee that the data shown is representative of
conditions which actually exist.
422. those drawings of physical conditions in or relating to existing surface and
subsurface structures (except Underground Facilities) which are at or contiguous to
the site that have been uti]ized by City in preparation of the Contract Documents.
4.2.3. copies of such reports and drawings will be made available by City to any Bidder
on request. Those reports and drawings may not be part of the Contract
Documents, but the "technical data" contained therein upon which Bidder is entitled
to rely as provided in Paragraph 4.02. of the General Conditions has been identified
and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
responsible for any interpretation or conclusion drawn from any "technical data" or
any other data, interpretations, opinions or information.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Auaust 17, 2012
2008 CIP Nei�hborhood Streets. Contract 9B
Project No. 01269
0021 ]3-4
INSTRUCTIONS TO BIDDERS
Pa�e 4 of 9
1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
2 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
3 exception the Bid is premised upon performing and furnishing the Work required by the
4 Contract Documents and applying the specific means, methods, techniques, sequences or
5 procedures of construction (if any) that may be shown or indicated or expressly required
6 by the Contract Documents, (iii) that Bidder has given City written notice of all
7 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
9 etc., have not been resolved through the interpretations by City as described in
10 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
11 and convey understanding of all terms and conditions for performing and furnishing the
12 Work.
13
14 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
I S biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
16 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
17 Documents.
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19 5. AvailabiliTy of Lands for Work, Etc.
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5.1. The ]ands upon which the Work is to be performed, rights-of-way and easements for
access thereto and other lands designated for use by Contractor in performing the Work
are identified in the Contract Documents. All additional lands and access thereto
required for temporary construction facilities, construction equipment or storage of
materials and equipment to be incorporated in the Work are to be obtained and paid for
by Contractor. Easements for permanent structures or permanent changes in existing
facilities are to be obtained and paid for by City unless otherwise provided in the
Contract Documents.
30 5_2_ Outstanding right-of-way, easements, andlor permits to be acquired by the City are listed
31 , in Paragraph SC 4.01 of the Supplementary Conditions_ In the event the necessary right-
32 of-way, easements, and/or permits are not obtained, the City reserves the right to cancel
33 the award of contract at any time before the Bidder begins any construction work on the
34 project.
35
36 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
37 way, easements, and/or permits, and shall submit a schedule to the City of how
38 construction wi]] proceed in the other areas of the project that do not require permits
39 and/or easements.
40
41
CITY OF FORT WORTH 2O08 CIP Nei�hborhood Streets_ Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01269
Revised August 17, 2012
0021 ]3-5
INSTRUCTIONS TO BIDDERS
Page 5 of 9
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6. Interpretations and Addenda
6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions
received after this day may not be responded to_ Interpretations or clarifications
considered necessary by City in response to such questions will be issued by Addenda
delivered to all parties recorded by City as having received the Bidding Documents.
Only questions answered by formal written Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.
Address questions to:
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102
Attn: Gopal Sahu, P.E., Transportation & Public Works Deparhnent
Fax: 817-392-7854
Email: gopal_sahu@foriworthtexas.gov
Phone: 817-392-7949
62.Addenda may also be issued to modify the Bidding Documents as deemed advisable by
City.
63. Addenda or clarifications may be posted via Buzzsaw at
https://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure Projects/01269 -
2008 Neighborhood Streets, Contract 9BBid Packa�e/Addenda
6.4. A prebid conference may be held at the time and place indicated in the Advertisement or
INVITATION TO BIDDERS. Representatives of City will be present to discuss the
Project. Bidders are encouraged to attend and participate in the conference. City will
transmit to all prospective Bidders of record such Addenda as City considers necessary
in response to questions arising at the conference. Oral statements may not be relied
upon and will not be binding or legally effective.
7. Bid Security
7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
(5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
the requirements of Paragraphs 5.01 of the General Conditions.
72. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
have been satisfied. If the Successfui Bidder fails to execute and deliver the complete
Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited.
Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
other Bidders whom City believes to have a reasonable chance of receiving the award
will be retained by City until final contract execution_
CITY OF FORT WORTH
STANDARD CONSTRUCTtON SPECIFICATION DOCUMENTS
Revised August 17, 2012
2008 GP Nei�hborhood Streets, Contract 9[3
� Project No. 01269
00 21 13 - b
INSTRUCTIONS TO BIDDERS
Page 6 of 9
1 8. Contract Times
2 The number of days within which, or the dates by which, Milestones are to be acl�ieved in
3 accordance with the General Requirements and the Work is to be completed and ready for
4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
5 attached Bid Form.
7 9. Liquidated Damages
8 Provisions for liquidated damages are set forth in the Agreement.
9
10 10. Substitute and "Or-Equal" Items
11 The Contract, if awarded, will be on the basis of materials and equipment described in the
12 Bidding Documents without consideration of possible substitute or "or-equal" items.
13 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or-
14 equal" item of material or equipment may be furnished or used by Contractor if acceptable to
15 City, application for such acceptance will not be considered by City until after the Effective
16 Date of the Agreement. The procedure for submission of any such application by Contractor
17 and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6_OSC. of the General
18 Conditions and is supplemented in Section O1 25 00 ofthe General Requirements.
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20 11. Subcontractors, Suppliers and Others
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11.1. In accordance with the City's Business Diversity Enterprise Ordinance No_ 20020-
12-2011 (as amended), the City has goals for the participation of minority business
and/or small business enterprises in City contracts. A copy of the Ordinance can be
obtained from the O�ce ofthe City Secretary. The Bidder shall submit the MBE and
SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor
Waiver Form and/or Good Faith Effort Form with documentation and/or Joint
Venture Form as appropriate. The Forms including documentation must be received
by the City no later than 5:00 P.M. CST, five (5) City business days after the bid
opening date. The Bidder shall obtain a receipt from the City as evidence the
documentation was received. Failure to comply shall render the bid as non-
responsive.
11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
or organization against whom Contractor has reasonable objection.
12. Bid Form
12_1. The Bid Form is included with the Bidding Documents; additional copies may be
obtained from the City.
122. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
signed in ink. Erasures or alterations shall be initialed in ink by the person signing
the Bid Form_ A Bid price shall be indicated for each Bid item, alternative, and unit
price item listed therein. In the case of optional alternatives, the words "No Bid,"
"No Change," or "Not Applicable" may be entered. Bidder shall state the prices,
written in ink in both words and numerals, for which the Bidder proposes to do the
work contemplated or furnish materials required. All prices shall be written legibly.
In case of discrepancy between price in written words and the price in written
numerals, the price in written words shall govern.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
2008 CiP Neighborhood Streets, Contract 9B
Proiect No. 01269
00 21 13 - 7
INSTRUCTIONS TO BIDDERS
Page 7 of 9
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12.3. Bids by corporations shall be executed in the corporate name by the president or a
vice-president or other corporate officer accompanied by evidence of authority to
sign. The corporate seal shall be affixed. The corporate address and state of
incorporation shall be shown below the signature.
12.4. Bids by partnerships shall be executed in the partnership name and signed by a
partner, whose title must appear under the signature accompanied by evidence of
authority to sign. The o�cial address ofthe partnership shall be shown below the
signature.
12.5. Bids by limited liability companies shall be executed in the name of the firm by a
member and accompanied by evidence of authority to sign. The state of formation of
the firm and the official address of the firm shall be shown.
12.6.
12.7.
12.8.
12.9.
Bids by individuals shall ,show the Bidder's name and official address.
Bids by joint ventures shall be executed by each joint venturer in the manner
indicated on the Bid Form. The o�cial address of the joint venture shall be shown.
All names shall be typed or printed in ink below the signature.
The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be filled in on the Bid Form.
12.10. Postal and e-mail addresses and telephone number for communications regarding the
Bid shall be shown.
12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
Texas shal] be provided in accordance with Section 00 43 37 — Vendor Compliance
to State Law Non Resident Bidder.
13. Submission of Bids
Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
marked with the City Project Number, Project title, the name and address of Bidder, and
accompanied by the Bid security and other required documents. If the Bid is sent through the
mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope
with the notation 'BID ENCLOSED" on the face of it.
14. Modification and Withdrawal of Bids
14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
withdrawn prior to the time set for bid opening. A request for withdrawal must be
made in writing by an appropriate document duly executed in the manner that a Bid
must be executed and delivered to the place where Bids are to be submitted at any
time prior to the opening of Bids. After all Bids not requested for withdrawal are
opened and publicly read aloud, the Bids for which a withdrawal request has been
properly filed may, at the option of the City, be returned unopened.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
2008 CIP Neiehborhood Streets. Contract 9S
Proiect No. OI269
00 21 l3 - 8
INSTRUCTIONS TO BIDDERS
Page 8 of 9
1 14.2. Bidders may modify their Bid by e]ectronic communication at any time prior to the
2 time set for the closing of Bid receipt.
3
4 15. Opening of Bids
5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
6 abstract of the amounts of the base Bids and major aiternates (if any) will be made available
7 to Bidders after the opening of Bids.
8
9 16. Bids to Remain Subject to Acceptance
10 All Bids will remain subject to acceptance for the time period specified for Notice of Award
11 and execution and delivery of a complete Ab eement by Successful Bidder. City may, at
12 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
13
14 17. Evaluation of Bids and Award of Contract
IS
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17.1. City reserves the right to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
and to reject the Bid of any Bidder if City believes that it would not be in the best
interest of the Project to make an award to that Bidder, whether because the Bid is
not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
meet any other pertinent standard or criteria established by City. City also reserves
the right to waive informalities not involving price, contract time or changes in the
Work with the Successful Bidder. Discrepancies between the multiplication of units
of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
between the indicated sum of any column of figures and the correct sum thereof will
be resolved in favor of the correct sum. Discrepancies between words and figures
will be resolved in favor of the words.
17_ 1.1. Any or all bids wi]1 be rejected if City has reason to believe that collusion exists
among the Bidders, Bidder is an interested party to any litigation against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has performed a prior contract in an unsatisfactory manner, or
Bidder has uncompleted wark which in the judgment of the City will prevent or
hinder the prompt completion of additional work if awarded.
17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
other persons and organizations proposed for those portions of the Work as to which
the identity of Subcontractors, Suppliers, and other persons and organizations must
be submitted as provided in the Contract Documents or upon the request of the City.
City aiso may consider the operating costs, maintenance requirements, performance
data and guarantees of major items of materials and equipment proposed for
incorporation in the Work when such data is required to be submitted prior to the
Notice of Award.
46 17.3. City may conduct such investigations as City deems necessary to assist in the
47 evaluation of any Bid and to establish the responsibility, qualifications, and financial
48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and
49 organizations to perform and furnish the Work in accordance with the Contract
50 Documents to City's satisfaction within the prescribed time_
51
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets, Contract 9B
STANDARD CONSTRUCT(ON SPECIFICATION DOCUMENTS Project No. 01269
Revised Auaust 17, 2012
1
2
3
4
5
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7
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0021 13 -9
fNSTRUCTIONS TO BIDDERS
Page 9 of 9
17.4. Contractor shall perform with his own organization, work of a value not less than
35% of the value embraced on the Contract, unless otherwise approved by the City.
17_5. If the Contract is to be awarded, it will be awarded to lowest responsible and
responsive Bidder whose evaluation by City indicates that the award wil) be in the
best interests of the City.
17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
the lowest bid submitted by a responsible Texas Bidder by the same amount that a
Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
comparable contract in the state in which the nonresident's principal place of
business is located.
17.7. A contract is not awarded until formal City Council authorization. If the Contract is
to be awarded, City will award the Contract within 90 days after the day of the Bid
opening unless extended in writing. No other act of City or others will constitute
acceptance of a Bid_ Upon the contractor award a Notice of Award will be issued by
the City.
17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
18. Signing of Agreement
When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
required number of unsigned counterparts of the Agreement_ Within 14 days thereafter
Contractor shall sign and deliver the required number of counterparts of the Agreement to
City with the required Bonds, Certificates of Insurance, and all other required documentation.
City shall thereafter deliver one fully signed counterpart to Contractor.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS
Revised August 17, 2012
2008 CiP Nei�hborhood Streets, Contract 9B
Project No. 01269
(THIS PAGE INTENTIONALLY LEFT BLANK)
�
003513-1
CONFLICT OF INTEREST AFFIDAVIT
Page 1 of 3
SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVIT
�
C
�-
�
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`
i
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth
(also referred to as "City") procurement are required to complete Conflict of Interest
Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure
Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the
Bidder has on file with the City Secretary the required documentation and is eligible to bid on
City Work. The referenced forms may be downloaded from the website links provided below.
http: //www. eth i c s. state. tx. us/form s/C I O.pdf
htt :// y.ethics.state.�.us/forms/CIS. df
CIQ Form is on file with City Secretary
�
�
�
CIQ Form is being provided to the City Secretary
CIS Form is on File with City Secretary
CIS Form is being provided to the City Secretary
BIDDER:
McClendon Construction Co., Inc
Company
PO Box 999
Address
Burleson, TX 76097
City/State/Zip
Dan McClendon
By:
lease Print)
S ignature:
Title:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
President
(Please Print)
�"eighborhood Streets Contract 3B
Cizy Project No. 01225
�.
00 35 13 - 2
� CONFLICT OF INTEREST AFFIDAVIT
Page 2 of 3
CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ
For vendor or other person doing business with local govemmentai entrty
Thta queaConnelre reflecfe changea matle to 1ne lar by H_B_ 1491. BOih Leg_ Regular Se�aloa � ���E��
��
A person commits an of%nse if the person knowingty viola�es Seetion 778_C�B. Local
Govemment Code_ An afiense �mder this sec6on is a Class C misdemeanor.
Name of person who ha� a business relationship with local govemmerr�l entity_
❑ Cheek tftis box �f you are filing an update to a previousfy filed questionnaire_
(The law reyuires that you 51e an updated camplebed questonnaire with the a�propnate filing authoriry nat
latrs �han the 7[h busa�ss ci3y a`�r the date the ociggea�y �d quesrionnaire becocnes incomple� or i�.��aate_}
Name of local govemmertt officer with �vhom I r ployment or business relationship_
�cer
This secbon (item 3 induding subparts IL B. C& D) mist be completed for each a`iicer with whom the 51er has a�
employsnerrt or oFher b�siness relationship as de9ned by 5ecaon 176_001(1��. Loql Go�r�anent Code_ Att�ch addit�
p3ges to this Form CIQ as nec�s�y.
A. Is the local gpvemm�st ofiioer named in this secbon 2ceiving or likety to reoeive L�ble incame. other than inv�Ement
ireconee. `rom the filer � the quesUonnaire7
�
B. Is ihe Sler of ihe ques�onnaire receiva�g ar lilcg`y Lo 2ceive mxable bxome. o0her than investrr�ert[ income. from or at dse
dirnction of the bcal gerverrvnent o�cer named in th's section AND the �icable income is not rece'�ued frnm tfoe loc�
9o'vemmEn�l enGtyr?
'—
C. :s the file� of this questionnai.2 emplcryed by a corporabon or olher business entity with respect oo whidi the loc�
gavemm�t a=icer servt-s as an oficer or direcUor, or hdds an oxm9ership of 10 pe�eent or rtnre?
�
D. Describe each employmertt or busin�s rela[iortship witli the local govemment aYcer nartied ae [hs section.
Stg��az � pesm adng nu�nes6 wim �e ga.�nvrrai ennyr
This quesGonnaire 6 bevig filed m axordance with Chap3er 178. Local C,wemment Code p,r t��
by a person who has a business relationsF� as defined by Sei,-son i78.001(1-a) with a local
govemmental entiry and ihe persan meets requirements und�rSec:ion 178_0�6(a)-
By Law ttvs questiornaire ntust be 51ed with die 2cords administraLor of the focal grniemn�en�I
er�fity not L�terthan ihe 7th bus�ess day aRer the date the person becomes aware oE facCs
that requirz the sta�meru m be filed_ See Secaon 178.0�6. Local Govemmertt Code_
� YEs � No
� yes � No
� Yr� � No
l /s'
7�
AaoQieG D6,79�2007
�
�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
;Veighborhood Streets Contract 3B
Ciry Project No. 01225
�-
�.
00 35 13 - 3
CONFLICT OF INTEREST AFFIDAVIT
Page 3 of 3
�
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■�
LOCAL GOVERNMENT OFFICER FORM CIS
CONFLICTS DISCLOSURE STATEMENT
pnsa„caons �Or cromp�eting and +Te►g this rom, are prvviaea oa� the neaR aage-)
Thta qu6AUonnatre reflecb ehang66 ma0e bo 111e taw by N.B_ te97. SOtn Le¢. ReguLar s9eslon- ���Y
This is the nonce to tfie appropriate locaf govemment3l erttiry that the fotlawing local
goverrvnerrt officer has become aware of facts that require the oEFicer to file this staternent ���'C'
on accadan<r_ with Chapter 176. Local Govemmerrt Code.
1 Name of Local Govemment Officer
Z Office Held
' Name of person described by Sections 176_002�a) and 176_003�a), Local Govemment Code
4 Descnption oF the nature and extent of employment or other business relationship with person named in item 3
5 List grftr accepted by the local govemment officer and any family rrrember, excluding gif� described by Section
176.003(a-1), if aggregate value of the gifts aeeepted from person named in item 3 exceed 5250 during the 12-month
period described by Section 1T6_003(a){2)(B)
Date Gi�t Accepted Oescription of Gik
Date GiftAccepted Descriptio� of Gift
Date GiftAccepted Descnption of GiR
(at�ch additional 'artrs as nEcess�y)
6 ���
� a�ear unwr p��g ar p�uy mat �F aoo�e s�•e�nc ts �ve a,n coerEsc : actrawecs�
mat me a�6aasure appves tn a 3�r�ry member fas aettnea dy SEC?iDn 176.0.71(2j, ;.00a:
Govrrs�n�e+n coae) or oes wcai govam�ent amcec i a�so actrw.teage mat ws �t
COtpls ih2 12�OnQf p2f100 ec�CrflE4 bf x'�.YIOn t75.�3ja;. LoC3 GoVE�r7r�t CUde_
S1�IdJlIE 6� �OC� GU'l�nR?1'S Ofl1CB
A��Ix NOTAhr �T4NP : �E.4L A80\'E
�,vom to ana suwamea oenxe me. br me �ia ttiis W_ Wy
af 2D , So ce�Ety vNtt� wl�ess my h�nd anO xal oT CMe.
SqnaLae af o�Tlcer aGmu��� er,np wR� Rnrttra name otomceraam�ntrer�p oam �;ne a,• art'cer aCml�i�eMq oam
Adopte0 OaZ��zao-
END OF SECTION
CITY OF FORT WORTH '�"eigh6orhood S'u�eers Contracr 3B
STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS City Projec� :�'o. 01 �?�
Revised July 1, 2011
0o a� o0
BID FORM
Page 1 R of 9
SECTION 00 41 00
BID FORM
0
TO: The City Manager
c/o: The Purchasing Depazhnent
1000 T'hroclanorton Street
City of Fort Worth, Texas 76102
FOR:
2008 NEIGHBORHOOD STREETS, CONTRACT 9B
W. BALTIMORE AVENUE - LIPSCONIB ST. TO TRAVIS AVE.
GLENCO TERRACE - WARNER RD. TO STANLEY AVE.
�,_, W. LOWDEN STREET - GORDON AVE. TO STANLEY AVE.
RYAN PLACE DRIVE - ELIZABETH BLVD. TO CARLOCK ST.
S. HENDERSON STREET - JESSAMINE ST. TO CARLOCK ST.
W. JESSAMINE STREET - COLLEGE AVE. TO LIPSCOMB ST.
LII'SCOMB STREET - PAGE ST. TO JESSAMII�IE ST.
W. MYRTLE STREET - S. HENDERSON ST. TO COLLEGE AVE.
City Project No.: 1269
Units/Sections:
1. Enter Into Agreement
Unit 1 - Water Improvements
Unit 2- Sanitary Sewer Improvements
Unit 3- Paving and Drainage Improvements
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding
Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time
indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certificafion
2.1. In submitting this Bid, Bidder accepu all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS
TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
�� �
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance
certificate meeting all requirements within 14 days of notification of award.
23. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not
submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporarion.
2.4. Bidder has not d'uecUy or indirecfly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of
this Para�aph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the
acrion of a public official in the bidding process.
b. "fraudulent practice" means an intenrional misrepresentation of facts made (a) to influence the bidding process to
the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the
benefits of free and open competition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the Imowledge
of City, a purpose of which is to establish Bid prices at artificial, non-comperirive levels.
CITY OF FORT WORTfi
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627
Addendum 2 Proposal
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
�.
0o ai o0
BID FORM
Page 2R of 9
d. "coercive practice" means harmiug or threatening to harm, direcdy or indirecfly, persons or their property to
influence their participation in the bidding process or affect the execution of the Contract.
r
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
a. Water Line Construction
b. Sanitary Sewer Construction
c. Pavinag Construcrion
d. Storm Drain Construction
4. Time of Complefion
41. The Work will be complete for Final Acceptance within 500 days after the date when the
the Conh�act Time commences to run as provided in Paragaph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of faIlure to complete the Work {andlor
achievement of Milestones} within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
t�This Bid Form
.t�Required Bid Bond, Section 00 43 13 issued by a s�sety meeting the requiremenu of Paragraph 5.01 of the General
Conditions.
ciI'roposal Form Section
d� Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
� MWBE Forms (optional at time of bid)
�Prequalificarion Statement, Secrion 00 45 12
�Conflict of Interest Affidavit, Section 00 35 13
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
�,
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided
below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening.
62. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification
and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this
proposal and then totaling all of the eatended amounts.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Fomi Revised 20110627
Addendum 2 Proposal
2008 CIP Neighborhood Streets Projec� Contract 9B
City Project No. 01269
0o a� o0
BID FORM
Page 3R of 9
63. Evaluation of Altemate Bid Items
Total Base Bid
Total Altemate A Bid
Total Alternate B Bid
��
i
7. Bid Submittal
This Bid is submitted on November 15, 2012
Resp tfully ubmitted,
By:
(Signature)
Dan McClenodn
(Printed Name)
Receipt is aclrnowledged of the ���
followin Addenda:
Addendum No. 1:
Addendum No. 2:
Addendum No. 3:
Addendum No. 4:
Title: President
Company: McClendon Construction Co., Inc
Address: PO Box 999
Burleson, TX 76028
State of Incorporation: TX
4--
Email: Iblair(a�mcdendonconstructoin.com
Phone: 817-295-0066
END OF SECTION
CTTY OF FORT WORTH
STANDARD CONSIRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627
$1,429,500.00
No Bid
No Bid
by the entity named below.
Corporate Seal:
Addendum 2 Proposal
2008 CIP Neighborhood Streeu Project, Contract 9B
City Project No. 01269
0o az a�
HID PAOPOSAL
Pagc SR2 of 9
SECTTON 00 42 43
PROPOSALFORM
iJNIT PRICE BID
Project Item Information
Bidlist Item
No. Description
, Unit IA - Water Line Replacements _ _ __.
� �� 0241.1001 WaterLineGrouting�
.._.. ...... ..__ .. _.. ...... _._......_ ...
2 0241.1302 Remove 6" Water Valve � � � � � � � � � �
..._ ..,.. ...._ ___ . .._.. ..... . .
3 0241.1304 Remove 10" Water Valve � �� �� � ���
.... .__.. .._.. ..... ..._ ._.. .......
4 0241.1510 Salvage Fire Hydrant
__ __ __ __
5 3201.01 � 3 6' Wide Asphalt Pvmt Repair, Residential
._.. ._... .._.. __.. ...._. ..._._ _._.
6 3201.0400 Temporary Asphalt Paving Repair
7 � 320'I.0611 6" Conc Pvmt Repair �
.._. _.._. ..... ...... __. ._... ._..
8 3305.0109 Trench Safety
.._. _._ ..,. _._. .__ ..... _...
9 33'11.000'I Ductile Iron Water Fittings
_ __ _ _ .
9A 3311.0021 C303 Fittings
10 33� 1.0161 6" PVC Water Pipe
__ _. __ __. . _.
11 3311.0252 8" DIP Water, CSS Backfill
_.._ ._... ...... ..__ _._ _... _._...
12 3311.0261 8" PVC Water Pipe � �
_ _. _._
13 3311.0352 10" DIP Water, CSS Bac�ll � �
_.._. ._._ ...._ ._.. _..... .._... ._..
14 3311.0361 10" PVC Water Pipe
_ _.. __ __
15 3311.0661 24" PVC C905 Water Pipe
�5A �� 3311.0681 24" Concrete AWWA C303 Water Pipe ��� ���
...... ._.. ..._. ..._._ _.... ...... ......
15B 331�.0651 24" DIP Water �
..... ...... ...... ._, , _... ....... ....
16 3311.0662 24" PVC C905 Water Pipe, CSS Backfill
___ . __ __ _
16A 33'11.0682 24" Concrete AW WA C303 Water Pipe, CSS Ba�ll
..._... .._._ ___.. _.._ __.. ..._ __..
166 3311.0652 24" DIP Water, CSS Backfili
....._ _._... __.. . ...... ...... ..._.
17 . 3312.0001 Fire Hydrant , „ ,,._
'18 �� 3312.0�02� Connection to Existing 6" Water Main
19 3312.0103 Connedion to F�cisting 8" Water Main
'�� 20 ��� 33�2.0104 Connection to Existing 10" Water Main �� ���
21 3312.0108 Connection to Existing 24" Water Main
'.... .._. ....._. .._. __.__. ._._ _.._. .__..
' 22 33122001 �" Water Service, Meter Relocation
._ _. ___ _ . __
23 3312.2003 1" Water Service
24 ��� 3312.2201� 2" Water�Service, Meter Relocation �� ��
. ,_.. _._ ...._ .__ .,..... . ._.... .._...
25 33122203 2" Water Service .
26 ����3312.3002� 6"Gate�Valve �� ���� ���� ����
-- - _.. _ _.
2� 3312.3003 8" Gate Valve
28 � � 3312.3004 � � 0" Gate Vaive � � � � � � � � � � �
. . . _--_ .-__-- ---___--. ._-_--- .__._ .__._-
29 3312.3008 24" Gate Valve w/ Vault
30 ��� 3304.0101�� TemporaryWaterServices � ���� ��
3'I �� � 3305.0103 � F�cploretory Excavation of F�cisting Utilities �� � ���
_. _ __ _
32 3471.0001 Tra�c Controi
33A �� � 3364.0002� Cathodic�Protection� � ���� ���� ����
33B � � � 3304.0002� � Cathodic Protection � � � � � � � � � � �
. __ . _.... ...... . __ . _.. . __ ..._._
34A 3304.0001 Joint Bonding S E�ectrical Isolation �
. .._.. ._._ ._.._. _.__ ...._.. __. ._.._
348 3304.0001 Joint Bonding & Electrical Isolation
. __ . _._.__ ..__ _._ ___. ___ ._._.
. ___ . ..._ ...__ ...__. ..... ..... ... .. ..
Subtotal Unit 1A - Water Line Replacements Base Bid
_ __ _ _ __
(Bid ttems 1 to 32, excluding Bid items 9A, 15A, 156, 16A, 166,
33A, 33B, 34A & 346)
. .._... ...... ...... _.__. ....... ..... ... .
. _.. . _.... .. _. ..... ..... ._.... . _...
Subtotal Unit 1A - Water Line ReplacemeMs Alt. A Bid
��(Bid kems � to 8, 9A,�10 to 14, 15A, 16A, 17�to 33A 8 34A, ��
. exciuding. Bid Items 9, 15, 158, 16, 166, 336 & 346)
. . _ .. _._ _ .. _...
Subtotal Unit 1A - Water �ine Replacements Alt B Bid �
� ��� (Bid Items 1 to 14, 156, 166, 17 to 32, 336 &�346, excluding Bid
ttems 9A. 15. 15A. 16. 16A. 33A 8. 34A1
CCIY OF FORT WORTH
STANDARD CONSTRUCTION SPECIF[CAT[ON DOCUMENCS
Forzn Rcviscd?011062"/
Bidder's Application
Bidders Proposal
Specification Unit of
Section No. Measure B�d Quantiry Unit Price Bid Value
02 41 �14 �CY � � 1 � � $150.00 � $'150.00
...... ..._. ._.... ..... __... _.... ._..
02 41 14 EA 6 $50.00 $300.00
0241��14 �EA �� � 1 � � $100.00 �� �� $100.00
0241 14 � EA ���� 3 � $250.00 ���� $750.00
_ _ _
32 01 17 �F 42 $50.00 $2,100.00
_._.. .. _. .... ..._ _... .. __. . _...
32 01 18 LF 3,649 $9.25 $33,753.25
32 01 29 � SY �� 20 �� $135.00 � � � $2,700.00
33 05 10 � LF � � 822 � $1.00 �� � $822.00
331191 TON ��45 � $6,500.00 $29,250.00
_ . __ __ _
33 11 '13 �S � No Bid
331112 LF 40 $29.00 $1,160.00
__. __ _ __ _. .
331110 �F 67 $47.00 $3,149.00
.__.. ..._. _..... __... .._._ ._... __..
331112 LF 2623 $40.50 $106,231.50
_ _ _
33 11 10 LF 40 ��$56.00 �$2,240.00
.._.. ..... ._... ...... ..._ ..... ._..
3311 '12 LF 301 $38.50 $11,588.50
_. _ . _
331'112 l.F 477 $'135.00 $64,395.00
33 11 13 . LF .._477 .._. No Bid .._. ._...
....._ ...._ .___ ._... .._.. ..... .._..
33 11 10 LF 477 No Bid �
331112 LF 40 $150.00 $6,000.00
_ _
33 11 13 �F 40 No 6id �
_._. .... ..... .._... ._... .__ .....
33'11 '10 LF 40 No Bid
33'1240 EA ���� ���� $2,400.00 ��$2,400.00
331225 EA 6 $500.00 $3,000.00
331225 EA 3 $800.00 $2,400.00
331225 EA 4 $1,200.00 $4,800.00
331225 �EA ����2 �� $7,500.00 $15,000.00�'
_.. .__ ..__ ._... ....._ ..... _...,
3312'10 EA 23 $250.00 $5,750.00'
. _
331210 EA 23 $950.00 $21,850.00'
331210 EA ��� 3 ��� $500.00 $1,500.00
33 12�10 EA ��� 3 ��� $2,200.00 �$6,600.00
331220 EA 4 $825.00 $3,300.00
3312�20 �EA ����7 �� $1,150.00 $'19,550.00
33 12�20 �EA ���4 �� $1,900.00 �$7,600.00
33'1220 ��EA � 1 ���� $30,000.00 $30,000.00
330430 LS 1 $50,000.00 $50,000.00
33 OS 30 EA 8 $600.00 $4,800.00
347'113 MO 3 $100.00 $300.00
33 04 12 .. �S .....1 ..... No Bid .._... .
33 04 12 �S .....1 ..... No Bid ..... ...
3304�10 �LS ��1 �� NoBid ���� �
...._. ._. .._..
330410 �LS � ��1 �� NoBid
_ __
$443,53925
....... �..._. ._..� _.._ No
Addrndum 2 Pmpoc�il
2003 C� Naghborhood ShccLs Projcct, Contract 9B
CiN A jat No. 01269
0o az a;
BID PROPOSAL
Pngc 67L of 9
SECTION 00 42 43
PROPOSALFORM
IJNIT PRICE BID
Bidder's Application
Project Item Infoanation Bidder's Proposal
Bidlist Item Specification Unit of
No. Descriprion Sectiov No. Measure B`d QuanriTy Unit Price Bid Va(ue
Unit IB - Sanitary Sewer Replacemerrts ,_
35 0241.2201 Remove 4' Sewer Manhole 02 41 �4 EA 5 5250.00 $1,250.00
__ __. _ _. _.__. __ __ ._ _.
36 3201.0400 Temporary Asphalt Paving Repair 32 01 18 LF 158 $12.00 $1,896.00
...... _.... _... ..._ ..... .._. _... ._.. .._.. .__ _...._ ._.. ....... .....
37 3201.0611 6" Conc Pvmt Repair 32 01 29 SY 4 $135.00 $540.00
_ _ _ __ __ _ . _ _
38 3301.0001 Pre-CCN Inspection 33 01 31 LF 420 $3.50 $1.470.00
__ _ _ _.. _ .__
39 3301.0002 Post-CCTV Inspection 33 01 31 LF 420 $3.00 $1,260.00
. __. _._ _
40 3301.0101 Manhoie Vacuum Testing 33 01 30 EA 5 $200.00 $1,000.00
_._ _.... ..... .._.. _... _... .._. ._... _.._ ..._. ..._. _._.. ._._ ......
41 3303.0001� Bypass Pumping ��� � � � 33 03 10 LS 1 $500.00 $500.00
42 3305.0109 Trench Safery 33 05 � 0 LF 55 51.00 $55.00
_ _ _ _ _ _ _..
43 . 3305.0� 12 Concrete Collar __ . 33 OS 17 EA .. 5 .. $5.00 $25.00
44 ���� 3305.0203� Imported�EmbedmenUBa�ll, CLSM 330510 ��CY � 52 $25.00 ��$�,300.00
._. ._.. _.._.. ._.. ..._.. __. .__ ..... ..._ __. ...._.. ._.. _.... ..._..
45 3331.3101 4" Sewer Service 33 31 50 EA 14 $775.00 $10,850.00
_ _. _ __ _ . . __
4& 3331.3102 4" Sewer Service, 2-Way Clea�out 33 31 50 EA 2 $925.00 $1,850.00
__. .._.. ___ ..._ .._.. ..._.. ._._ .... _._ ._.. _..... ..... __... .._..
47 3331.4115 8" Sewer Pipe 33 11 10, 33 31 LF 20
12, 33 31 20 $38.00 $760.00
.._. _... .__ .._. ..._ _... _.... _..._ .._.. ..._ ._.... .__ .__ __..
48 3331.4119 8" DIP Sewer Pipe 33 11 10 LF 64g $87.00 $56,463.00
..... ._... ._... __._ ..._, .__. ..._ . _.... .__ .__._ ..._. ___ .__ ._...
49 3331.4205 10" DIP Sewer 33'11 10 LF 36 $94.00 $3,384.00
..._ .._. _... .__. _... _... ._. ._.... ._._. _.._ ..._ ..... _... _....
50 3339.0001 Epoxy Manhole Liner 33 39 60 VF 26 $175.00 $4,550.00
51 ...... 3339.1001 � 4' Manhole . . ..... ...... _.... ....... 33 39 1 Q 33 39 ...� -.... 5 ... .... . ...... .....
20 $3,000.00 $15,000.00
.. .. . _ _....... ._._. ....__. ...... .... ... .. .. ... ...._ .._. ...... . ..._. , .... ._._ ._..
52� � 3339.�003� 4' Extra Depth Manhole � ��� ��� � 333910, 3339 VF �� 2.8�
.. .._. _._. . ..._. ..._. ..._ . . 20 ..... ... ... 5125.00 ......$350.00
53 �� 3339.1004 4' Shallow Manhole �� 33 39 10, 33 39 � � ��� �
20 $2,soo.00 $2,soo.00
54 3471.0001 Traffic Control 34 71 13 MO 1.5 $100.00 $150.00
���SubtoWlUnitlB-SanitarySewerReplacements ���� � ���� �� ���� �� � $105,253.00
CITY OF FORT WORTH Addmdum 2 Proposal
STANDARD CONSTRUCT70N SPECIFICA110N DOCtIMHNiS Z003 CN Ncighbvrhood Sncc�s Projcct, Contract 9H
Fo=m Reviscd 207/0627 Ciri Proi�ct No. 01269
0o az as
13ID PROPOSAL
Pagc 7R2 of9
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Inforrctation Bidders Proposal
Bidlist Item Specification Unit of
No. Description Section No. Measure B'd Quanricy Unit Price Bid Value
Unit il - Paving & Drainage Improvements. , . . . . .
55 �� 024�.0100� RemoveSidewalk ��� 0241���13 � SF 13,907 $1.00 �$13,907.00
56 0241.0300 Remove ADA Ramp 02 41 13 EA 21 $50.00 $1,050.00
57 0241.0401 Remove Concrete Drive 02 41 13 SF 6,305 $1.00 $6,305.00
58 0241.1000 Remove Conc Pvmt 02 41 15 SY 368 $5.00 $1,840.00
59 0241.U00 RemoveAsphaltPvmt 024115 SY �2,738 $2.50 $31,845.00
60 �� 0241J300 RemoveConcCurb&Gutter �� � �� � 0241�15 ��F �5,628 � $2.00 $11,256.00
.._.. . . .... _._.. ...... ..__. ,.... .._. ...... .... .._. .__ ...._ ...... _.....
61 . 0241.1400 Remove Conc Valley Gutter 02 41 15 SY 357 $4.00 $1,428.00
.._. ...... __... __.. ...... .... ..... ..._.. _.._ _._. ..._. .._.. .__.. .....
62 0241.1800 Remove Speed Cushion 02 41 15 SY 18 $4.00 � $72.00
63 � �� 0241.3011 � Remove 15" Storm Line ���� �� � � 024'I� 14 ��LF � ��48 ��� $10.00 ���� $480.00
.._.. ..... .__. ._.. ._. .._... ___. ._._ .__ ._... ._.._ _.. ...... .......
64 0241.3013 Remove 18" Stortn Line 02 41 14 �F �2 $15.00 $� 80.00
65 0241.4001 Remove 5' Curb Inlet 02 41 �4 EA 2 $800.00 $1,600.00
66 321t0400 Lime 32�129 TN 233 $145.00 $33,785.00
67 3211 0501 6° Lime Treatment 32 � 1 29 SY 14,543 $2.25 $32,721.75
68 �� 3125.0101 � SWPPP� �z 1 acre � ��� � � � �� � 3'I 25 00 � �LS � ��� � �� $�,500.00 � $1,500.00
._._ ._--- ...._... .____..
69 3212.0401 HMACTransition ��� ���� ���� 3212�16 TN 150 �� $150.00 $22,500.00
_.. .._. ._._ ___ ._.. .._ _.._ ...._ .._. .__ ..__ _._.. .__ _...
70 3212.0401 5" Thick HMAC Driveway Transition, 4' Wide 32 '12 16 TN 1 $150.00 $'I50.00
7� 3212.0601 HMAC Speed Cushion 32 1216 EA � $1,500.00 57,500.00
72 �� 3213.0102� 7.5"ConcPvmt � ���� ���� 3213�'13 � �SY 12,166 ��� 35.00 $425,810.00
.._.. ._..__ __..
73 �3213.0301� 4"ConcSidewalk ��� �� �� 321320 SF 26,340 � 4.00 $105,360.00
74 � 3213.0401 6"ConcreteDmeway �� ��� � 321320 �SF g,ggg � 6.00 $59,988.00
75 3213.0404 6" Concrete Driveway, Dyed Concrete 32 13 20 SF 20 7.00 $140.00
76 3213.0501 � 4' Barrier Free Ramp, Type A �� �� 32 13�20 EA �� 5 � 500.00 �$2,500.00
77 � 3213.0502 � 4' Barrier Free Ramp, Type B � �� 32 '13 20 � EA �� 5 � 500.00 �$2,500.00
. ._. . _._. .... ._. . .., ..... ._... _.._. ..._.. .._. ...... _.... . ...... ...... ...._
78 32�3.0503 4' Bartier Free Ramp, Type C 321320 EA 2 500.00 $1,000.00
_._ __ __ _ _ _
79 . 3213.0504 4' Barrier Free Ramp, Type D 32 13 20 EA 2 500.00 $1,000.00
. .... ___ _... ..... ...... .___ ._.. ._._ ..__. .__. .... .__. _... __..
80 3213.0506 4' Barrier Free Ramp, Type F 32 13 20 EA 1 600.00 $600.00
81 3213.0507 4' Barrier Free Ramp, Type G 3213 20 EA 7 600.00 $4,200.00
_ _ _.
82 3213.0508 4' Barrier Free Ramp, Type H 3213 20 EA 14 $600.00 $8,400.00
_. _.. _. _ __ _
83 3217.0205 8" SLD Pvmt Marking Paint (V� 32 17 23 LF 30 $20.00 $600.00
. .._.. ....... .._.. __... ._.. ..._ .... ._.. ._.. ___ ...._ _... ...... _.....
84 . 334t0201 2'I" RCP, Class III 334'I 10 LF 43 $70.00 ��$3,010.00
85 334'IA205 � 24" RCP,�Gass 111 � � � �� � �� � 3341��10 �F � � 16 �� $75.00 �$1,200.00
86 �3349.5001� 10'Curbiniet ��, .�, ,��. 334920 EA �.2 _, $3,100.00 $6,200.00
87 3471.0001 Treffic CoMrol 34 71 13 MO 12 $100.00 $1,200.00
88 9999.0000 Meter Box Adjustment EA 26 $35.00 $910.00
_ __.
89 9999.0001 UtilityAdjusment LS 1 $20,000.00 $20,000.00
90 � 3291.0100 TopSoil �, ��� ����� �� � 3291�19 CY �412 � $16.50 �$6,798.00
9'I 3305.0111 Valve Box Adjustment 33 OS 14 EA 2g $250.00 $7,000.00
92 3305.0107 Manhole Adjustment, Minor 33 05 94 EA 13 $350.00 $4,550.00
93 � 3232.0100�� Conc Ret Wall with Sidewalk �� �� ���� 32 32 13 �SF � 300 �� $21.00 �$6,300.00
94 � 3123.010�.. Unciassified F�ccavation �.� .� �� � 31 23�16 CY ��897 �� $26.00 $49,322.00
. Subtotal Unit II - Paving & Drainage Improvemer�ts _ $880.707.75
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICA7'[ON DOC[7ME�'CS
Forsn Rcvucd 201/0627
Addrndum 2 Proposul
2008 C� Neighborhood SVecLi Projcc4 Contr�ct 96
City Prq¢t No. 01269
00 42 43
BID PROPOSAL
Pngc SA2 oC9
SEC1'ION 00 42 43
PROPOSALFORM
UNIT PRICE BID
Bidder's Applicatio�
Project Item Inf'ormation Bidders Proposal
Bidlist Item Specification Unit of
No. Description Section No. Measure B'd Quantity Unit Price Bid Va(ue
Bid Summary
Base Bid
Unit IA - Water Line Repiacemerrts
Unit IB - Sanitary Sewer Repiacements
_._. .__. __. __.
Unit II - Paving 8 Drainage Improvement;
Unit IA - Water Line Replacements Ait A
..... ..._. ..... .._..
Unit IB - Sanitary Sewer Replacements
Unit il - Paving & Drainage Improvemen�
Unit IA - Water Line Replacements Alt. 6
Unit IB - Sanitary Sewer Repiacements
Unit II - Paving 8 Drainage Improvement
Altemate A Bid
Attemate B Bid
�
$443,539.25
$105,253.00
$880,707.75
Total Base Bid $1 429 500.00
No Bid
$105,253.00
_ $880,707.75
Total AIt A Bid No Bid
No Bid
$105,253.00
$880,707.75
Total AIt. B Bid Nn Rid
CTtY OF FOR'I WOATH Addrndum 2 Anposnl
STANDAIiD CONS7RUCTfON SPEC�ICATfON DOCUMENTS ?008 CIP Ncighborhood Strcct� Pmj.xt Cantract 9H
Fo`m Revi.x� d 20110627 City Pr jcct No. 01269
�
0o aa 3�
VENDOR COMPLIANCE TO STATE LAW
Page 9 of 9
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides
that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices
or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or
services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder
would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the
nonresident's principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications.
The failwe of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in
Section B.
A. Nonresident bidders in the State of State N�r� or Blanl: , our principal place of business,
are required to be % Herz percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of State Here or Blanl: , our principal place of business,
are not required to underbid resident bidders.
�i'he principal place of business of our company or our parent company or majority owner is
�� m the State of Texas. �
BIDDER:
Company: McClendon Construction Co., Inc
Address: PO Box 999
B11tICSOII, TX %6�Zi
� �.� ���
... , . � � / �I//
/ � � — � s A — �— � —
ai.
Title: President
Date: (( � I � � Z
L
�
L
L
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAIION DOCUMENTS
Fortn Revised 20710627
END OF SECTION
Addendum Z Proposal
Z008 CIP Neighborhood Streets Project, Contract 9B
Ciry Project No. 01269
00 45 11 - 1
BIDDERS PREQUALIFICATIONS
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SECTION 00 45 11
BIDDERS PREQUALIFICATIONS
1. Summary. All contractors are required to be prequalified by the City prior to submitting
bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification
Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
Prequalification Application in accordance with the requirements below.
The prequalification process will establish a bid limit based on a technical evaluation and
financial analysis of the contractor. The information must be submitted seven (7) days prior
to the date of the opening of bids. For example, a contractor wishing to submit bids on
projects to be opened on the 7th of April must file the information by the 31 st day of March
in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
Prequalification Application, the following must accompany the submission.
a. A complete set of audited or reviewed financial statements.
(1) Classified Balance Sheet
(2) Income Statement
(3) Statement of Cash Flows
(4) Statement of Retained Earnings
(5) Notes to the Financial Statements, if any
b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
of Incorporation, Articles of Organization, Certificate of Formation, LLC
Regulations, Certifrcate of Limited Partnership Agreement).
c. A completed Bidder Prequalification Application.
(1) The firm's Texas Taxpayer ldentification Number as issued by the Texas
Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification
number visit the Texas Comptroller of Public Accounts online at the
following web address www.window.state.tx.us/taxpermid and fill out the
application to apply for your Texas tax ID.
(2) The firm's e-mail address and f� number.
(3) The firm's DUNS number as issued by Dun & Bradstreet. This number
is used by the City for required reporting on Federal Aid projects. The DLTNS
number may be obtained at www_dnb.com.
d_ Resumes reflecting the construction experience of the principles of the firm for firms
submitting their initial prequalification. These resumes should include the size and
scope of the work performed.
e. Other information as requested by the City.
2. Prequalification Requirements
a_ Financial Statements. Financial statement submission must be provided in
accordance with the following:
(1) The CiTy requires that the original Financial Statement or a certified copy
be submitted for consideration.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 20l 1
2008 CiP Neighborhood Streets Project, Contract 9B
Project No. 01269
004511 -2
BIDDERS PREQUAL]FICATIONS
Page 2 of 3
1 (2) To be satisfactory, the financial statements must be audited or reviewed
2 by an independent, certified public accounting firm registered and in
3 good standing in any state_ Cunent Texas statues also require that
4 accounting firms performing audits or reviews on business entities within
5 the State of Texas be properly licensed or registered with the Texas State
6 Board of Public Accountancy_
7 (3) The accounting firm should state in the audit report or review whether
8 the contractor is an individual, corporation, or limited liability company.
9 (4) Financial Statements must be presented in U.S. dollars at the current rate
10 of exchange of the Balance Sheet date_
11 (5) The City will not recognize any certified public accountant as
i2 independent who is not, in fact, independent.
13 (6) The accountant's opinion on the financial statements of the contracting
14 company should state that the audit or review has been conducted in
15 accordance with auditing standards generally accepted in the United
16 States of America. This must be stated in the accounting firm's opinion.
17 It should: (1) express an unqualified opinion, or (2) express a qualified
18 opinion on the statements taken as a whole_
19 (7) The City reserves the right to require a new statement at any time.
20 (8) The financial statement must be prepared as of the last day of any month,
21 not more than one year old and must be on file with the City 16 months
22 thereafter, in accordance with Paragraph 1_
23 (9) The City will determine a contractor's bidding capacity for the purposes
24 of awazding contracts. Bidding capacity is determined by multiplying the
25 positive net working capital (working capital= current assets — current
26 liabilities) by a factor of 10_ Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
28 prequalification purposes.
29 (10) In the case that a bidding date falls within the time a new financial
30 statement is being prepared, the previous statement shall be updated with
31 proper verification.
32 b. Bidder Prequalifzcation Application. A Bidder Prequalification Application must be
33 submitted along with audited or reviewed financial statements by firms wishing to be
34 eligible to bid on all classes of construction and maintenance projects_ Incomplete
35 Applications will be rejected_
36 (1) In those schedules where there is nothing to report, the notation of
37 "None" or "N/A" should be inserted.
38 (2) A minimum of five (5) references of related work must be provided_
39 (3) Submission of an equipment schedule which indicates equipment under
40 the control of the Contractor and which is related to the iype of work for
41 which the Contactor is seeking prequalification. The schedule must
42 include the manufacturer, model and general common description of
43 each piece of equipment_ Abbreviations or means of describing
44 equipment other than provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a_ The City shall be the sole judge as to a contractor's prequalification_
48 b_ The City may reject, suspend, or modify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or performance.
50 c_ The City will issue a letter as to the status of the prequalification approval_
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECffICATION DOCUMENTS Project No. 01269
Revised July 1, 2011
1
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00 45 11 - 3
BIDDERS PREQUALIFICAT]ONS
Page 3 of 3
d_ If a contractor has a valid prequalification letter, the contractor will be eligible to bid
the prequalified work types until the expiration date stated in the letter_
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201 I
2008 CIP Neighborhood Streets Project, Contract 9B
Project No. Oi269
(THIS PAGE INTENTIONALLY LEFT BLANK)
Mw�
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PREQUALIFICATION STATEMENT
Page I of 1
SECTION 00 4512
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by
identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the
major work type(s) listed.
Major Work Contractor/Subcontractor Company Name Prequalification
T e Ex iration Date
Water Line '� I
Re lacement �• � - � � t'v� �c� ra�F�"a L� - l�� � % 3
Sanitary Sewer / �
Re lacement �' ��• �t�rh C.OhS rLi�'n�-. �� v ��
Paving and
Drainage I 3
Im rovements �L ��G �• G h �6 rs t` t-v��'oh � Z )—� Z
The undersigned hereby cert�es that the contractors and/or subcontractors described in
the table above are currently prequalified for the work types listed_
BIDDER:
,d���CLENDO��I ��fVSl: CO., d��.
P.�.. ���4 ��6
ComPanY�3fJRLESO�a, ��°',^_c �6C�g?
Address
City/State/Zip
BY= � 1Lj1Vl r( Z D(��G�
lease Print)
Signature:
1
Title: 1 1� S�� fiL
, (Please Print)
Date: ��� � �� � Z
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
Project No. 01269
�c��� �4���Tx
SECTION 00 45 13
SIDDER PREQUALIFICATION APPLICATION
Date of Balance Sheet
Name under which you wish to qualify
Post OfFice Box
Street Address (required)
Telephone
Area Code Number
Mark only one:
QIndividual
QLimited Partnership
Q General Partnership
Q Corporation
QLimited Liability Company
City
City
Area Code
State
State
Fax
Number
Zip Code
Zip Code
E-mail Address
Texas Taxpayer ldentification No.
Federal Employers Identification No.
DIJNS No. (if applicable)
MAIL THIS QUESTIONNAIRE ALONG WITH FINANCIAL STATEMENTS TO:
CITY OF PORT WORTH TEXAS
1000 THROCKMORTON STREET
FORT WORTH, TEXAS 76 1 02-63 1 1
AND MARK THE ENVELOPE: 'BIDDER PREQUALIFICATION APPLICATION"
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No_ 01269
BUSINESS CLASSIFICATION
The following should be completed in order that we may properly classify your firm_
(Check the block(s) which are applicable - Block 3 is to be left blank if Block 1 and/or Block 2 is checked)
� has fewer than 100 employees
and/or
�has less than $6,000,000.00 in annual gross receipts
OR
C�does not meet the criteria for being designated a small business as provided in Section 2006.001 of
the Texas Government Code_
The classification of your firm as a small or ]arge business is not a factor in determining eligibility to become
prequalified.
MAJOR WORK CATEGORIES
Water Department
Augur Boring - 24-inch diameter casing and less
Augur Boring - Greater than 24-inch diameter casing and greater
Tunneling — 36-Inches — 60 —inches, and 350 LF or less
Tunneling - 36-Inches — 60 —inches, and greater than 350 LF
Tunneling — 66" and greater, 350 LF and greater
Tunneling — 66" and greater, 350 LF or Less
Cathodic Protection
Water Distribution, Development, 8-inch diameter and smaller
Water Distribution, Urban and Renewal, 8-inch diameter and smaller
Water Distribution, Development, 12-inch diameter and smaller
Water Distribution, Urban and Renewal, 12-inch diameter and smaller
Water Transmission, Development, 24-inches and smaller
Water Transmission, Urban/Renewal, 24-inches and smaller
Water Transmission, Development, 42-inches and smaller
Water Transmission, Urban/Renewal, 42-inches and smaller
Water Transmission, Development, All Sizes
Water Transmission, Urban/Renewal, All Sizes
Sewer Bypass Pumping, 18-inches and smaller
�Sewer Bypass Pumping, 18-inches — 36-inches
Sewer Bypass Pumping 42-inches and ]arger
CCTV, 8-inches and smaller
CCT'V, 12-inches and smaller
CCTV, 18-inches and smaller
CCTV, 24-inches and smaller
CCTV, 42-inches and smaller
CCTV, 48-inches and smaller
Sewer CIPP, 12-inches and smaller
Sewer CIPP, 24-inches and smaller
2008 CIP Neighborhood Streets Project, Contract �
City Project No_ 01269
MAJOR WORK CATEGORIES, CONTINUED
Sewer CIPP, 42-inches and smaller
Sewer CIPP, All Sizes
Sewer Collection System, Development, 8-inches and smaller
Sewer Collection System, Urban/Renewal, 8-inches and smaller
Sewer Collection System, Development, 12-inches and smaller
Sewer Collection System, Urban/Renewal, 12-inches and smaller
Sewer Interceptors, Development, 24-inches and smaller
Sewer Interceptors, Urban/Renewal, 24-inches and smaller
Sewer Interceptors, Development, 42-inches and smaller
Sewer Interceptors, Urban/Renewal, 42-inches and smaller
Sewer Interceptors, Development, 48-inches and smaller
Sewer Interceptors, Urban/Renewal, 48-inches and smaller
Sewer Pipe Enlargement 12-inches and smaller
Sewer Pipe Enlargement 24-inches and smaller
ISewer Pipe Enlargement, All Sizes
Sewer Cleaning , 24-inches and smaller
Sewer Cleaning , 42-inches and smaller
Sewer Cleaning , All Sizes
Sewer Cleaning, 8-inches and smaller
Sewer Cleaning, 12-inches and smaller
Sewer Siphons 12-inches or less
Sewer Siphons 24-inches or less
Sewer Siphons 42-inches or less
Sewer Siphons All Sizes
Transportation Public Works
Asphalt Paving Construction/Reconstruction (LESS THAN 10,000 square yards)
Asphalt Paving Construction/Reconstruction (10,000 square yards and GREATER)
Asphalt Paving Heavy Maintenance (IJNDER $1,000,000)
Asphalt Paving Heavy Maintenance ($1,000,000 and OVER)
Concrete Paving Construction/Reconstruction (LESS THAN 10,000 square yards)
Concrete Paving Construction/Reconstruction (10,000 square yards and GREATER)
Roadway and Pedestrian Lighting
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
4. *What projects has your organization completed in Texas and elsewhere?
LOCATION NAME AND DETAILED
CONTRACT CLASS OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL
AMOUNT WORK COMPLETED STATE TO WHOM YOU REFER
* If requalifying only show work performed since last statement.
so, where and why?
complete a contract? If so, state the name of individual, other organization and reason.
2008 CIP Neighborhood Streets Project, Contract 9
City Project No_ 01269
7. Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state
the name of individual, name of owner and reason_
8. In what other lines of business are you financially interested?
9. Have you ever performed any work for the City? If so, when and to whom do you refer?
10. Give names and detailed addresses of all producers from whom you have purchased principal materials during the last three
years?
-- NAME OP FIRM OR COMPEINY DETAILED ADDRESS
11. Give the names of any a�liates or relatives currently debarred by the City. Indicate your relationship to this person or firm.
'" 12. What is the construction experience of the principal individuals in your organization?
YEARS OF
PRESENT POSITION CONSTRUCTION MAGNITUDE AND
NAME OR OFFICE EXPERIENCE TYPE OF WORK IN WHAT CAPACITY
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
13 _ If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City
employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or
parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that
person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage.
CORPORATION BLOCK
If a corporation:
State of Incorporation
Date of Incorporation
Charter/File No.
ice Presidents
Secretary
Treasurer
LIA.BILITY COMPANY BLOCK
If an LLC:
State of Incorporation_
Date of Organization:
File No.
Officers or Managers (with titles, if any):
PARTNERSHIl'BLOCK
a partnership:
3te of organization
ite of organization
Is partnership general, limited, or registered limited liability partnership?
File No. (if Limited Partnership)
General Pariners/Officers:
Partners (if applicable):
ividuals authorized to sign for partnership:
Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm
unless otherwise advised. Shoutd you wish to grant signature authority for additional individuals, please attach a certified copy of
the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants
this authority.
2008 CIP Neighborhood Streets Project, Contract �
City Project No_ 01269
•- Similar types of equipment may be lumped together. If your firm has more than 3U types ot equ�pment, you may snow �nese
30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the
right to request a complete, detailed list of all your equipment.
The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for
which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description
of each.
2008 CIP Neighborhood Streets Project, Contract 9B
Citv Proiect No_ 01269
SIDDER PREQUALIFICATION AFFIDAVIT
STATE OF
COUNTY OF
The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first
named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is
submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report
as wall as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any
information, while this statement is in force, necessary to verify said statement_
being duly swom, deposes and says that he/she is the
of
the entity described in and which
executed the foregoing stsatement that he/she is familiar with the books of the said entity showing its financial condition; that
the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the
questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this a�davit.
Firm Name:
Signature:
Sworn to before me this
day of
Notary Public
Notary Public must not be an officer, director, or stockholder or relative thereof.
2008 CIP Neighborhood Streets Project, Contract 9
City Project No. 01269
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 01269. Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
Company
ii�� �—f��s� ��i`j"�tay" ��
' �� I�t, r� s�> ;��'
�; ��:; ,"�t�
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TA.RRANT
0
�
; i � , # � �
�. .
��% � l /1 �1�
Title: ��ES�E�E{�t
(Please Print)
B ORE ME, the undersigned authoriiy, on this day personally appeared
�� `//'� (���a[�yv , known to me to be the person whose name is
subscribed to the foregoin inst�} ment and acknowle ged to me that he/she executed the same as
the act and deed of �� dL in� �_o'vt�� �• for the purposes and
consideration therein expressed and in the capacity therein stated.
G N t7NDER MI' HAND AND SEAL OF OFFICE this � l� day of
�1� _ , 20/2—
Notary ic in and for the State of Texas
Y P ����
39 END OF SECTION ;�:�`••���. MARYJ.PORTER
" '*= MY COMMISSION EXPIRES
�:;rF o, ;�;�' September 17, 2016
40
C1TY OF FORT WORTH 2O08 CIP Neighborhood Streeu Project, Contract 9S
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01269
Revised July 1, 2011
(THIS PAGE INTENTIONALLY LEFT BLANK)
00 45 40-1
MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
Page 1 of 1
SECTION 00 45 40
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MINORITY BUSINESS ENTERPRISE GOAL
APPLICATION OF POLICY
If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal
may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE
subcontracting goal is not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority
Business Enterprises (MBE) in the procurement of all goods and services. All requirements and
regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid.
MBE PROJECT GOAL
The City's MBE goal on this project is 12% of the total bid (Base bid applies to Parks and
Community Services)_ Note_ If both MBE and SBE subconh-acting goals are established for this
project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be
deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are
required to comply with the intent of the City's Business Diversity Ordinance by one of the
following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MSE goal through MBE Joint Venture participation, or
3. Good Faith Effort documentation, or;
4. Waiver documentation.
Failure to comply with the City's Business Diversity Ordinance shall result in the Bid being
considered non-responsive. Any questions, please contact the M/WBE Office at (817) 212-2674.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the fo
times allocated, in order for the entire bid to be considered responsive to the specification
gartment and obtain a clare/firrie receipf Sucli rec.,ipt sli�
- . . ., . . . -- =; , . - .. _ , - .,, ;
1. Subcontractor Utilization Form, if goal is met
orexceeded:
2. Good Faith Effort and Subcontractor
Utilization Form, if participation is less than
stated goal:
3. Good Faith Effort and Subcontractor
Utilization Form, if no MBE participation:
4. Prime Contractor Waiver Form, if firm will
perform all subcontracting/supplier work:
5. Joint Venture Form, if utilizing a joint venture
to meet or exceed �oal.
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days afrer
the bid openin� date, exclusive of the bid opening date.
37 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised September 29, 2012
2008 CIP Neighborhood Streets, Contract 9B
Project No. 01269
(THIS PAGE 1NTENTIONALLY LEFT BLANK)
��05243-1
Agreement
Page 1 of 4
1 SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on �/�N o��.0�� is made by and between the City of Forth
4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
5 ("City"), and McClendon Construction Co., Inc., authorized to do business in Texas, acting by
6 and through its duly authorized representative, ("Contractor").
7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Docuxnents may be the whole or only a part is
14 generally described as follows:
15 2008 CIP Neighborhood Streets Proiect. Contract 9B
16 01269
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
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Wark will be complete for Final Acceptance within SDO days after the date when the
23 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
24 33 Liquidated damages
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Contractor recognizes that time is of the essence of this Agreement and that City will
suffer fmancial loss if the Work is not completed within the times specified in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. The Contractor also recognizes the delays, expense and difficulties
involved in proving in a legal proceeding the actual loss suffered by the City if the Work
is not completed on time. Accordingly, instead of requiring any such proof , Contractor
agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
City One Thousand Dollars ($1.000.00) for each day that expires after the time specified
in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
CTI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 09, 2011
d008 CIP Neigkborhood Streets Project. Contract >B
Project No. 01269
Ob 52 43 - 2
Agreement
Page 2 of 4
35 Article 4. CONTRACT PRICE
36 City agrees to pay Contractor far performance of the Work in accordance with the Contract
37 Documents an amount in current funds of One Million Four Hundred Twenty-Nine Thousand,
38 Five Hundred and 00/100 Dollars ($1,429,500.00).
39 Article 5. CONTRACT DOCUMENTS
40 5.1 CONTENTS:
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A. The Contract Documents which comprise the entire agreement between City and
Contractor conceming the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Form
2) Vendor Compliance to State Law Non-Resident Bidder
3) Prequalification Statement
4) State and Federal documents (project specific)
b. Current Prevailing Wage Rate Table
c. Insurance ACORD Form(s)
d. Payment Bond
e. Performance Bond
f. Maintenance Bond
g. Power of Attomey for the Bonds
h. Worker's Compensation Affidavit
i. MWBE Commitment Form
3. General Conditions.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
a Change Orders.
d. Letter of Final Acceptance.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 09, 2011
2008 CIP Neighborhood Strects Project. Corrtract 9B
Project No. 01169
00 52 43 - 3
Agreement
Page 3 of 4
73 Article 6. INDEMNIFICATION
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6.1 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 alle�ed or proven that all or some of the dama�es bein�
sou�ht were caused, in whole or in part, bv anv act, omission or ne�li�ence 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.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its officers, servants and employees, from and against any and all loss, damage
or destruction of property of the city, arising out of, or alleged to arise out of, the work
and services to be performed by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification
provision is specifically intended to operate and be effective even if it is alle�ed or
proven that all or some of the damages bein� sou�ht were caused, in whole or in part,
bv anY act, omission or ne�li�ence of the city.
Article 7. MISCELLANEOUS
95 7.1 Terms.
96 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
97 have the meanings indicated in the General Conditions.
98 7.2 Assignment of Contract.
99 This Agreement, including all of the Contract Documents may not be assigned by the
100 Contractor without the advanced express written consent of the City.
101 73 Successors and Assigns.
102 City and Contractor each binds itself, its partners, successors, assigns and legal
103 representatives to the other party hereto, in respect to all covenants, a�eements and
104 obligations contained in the Contract Documents.
105 7.4 Severability.
106 Any provision or part of the Contract Documents held to be unconstitutional, void or
107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
108 remaining provisions shall continue to be valid and binding upon CITY and
109 CONTRACTOR.
110 7.5 Governing Law and Venue.
111 This Agreement, including all of the Contract Documents is performable in the State of
112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
113 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH ?Q08 CIP Neighhorhoad Streets Pr�oject, Contract lB
STANDARD CONSTRUCTION SPECIFICATION DOCLIMENTS Pr�ject No. 01269
Revised November 09, 2011
00 52 43 - 4
Aereement
Page 4 of 4
0
114 7.6 Other Provisions.
115 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
116 classified, promulgated and set out by the City, a copy of which is attached hereto and
117 made a part hereof the same as if it were copied verbatim herein.
118 7.7 Authority to Sign.
119 Contractor shall attach evidence of authority to sign Agreement, if other than duly
120 authorized signatory of the Contractor.
121
122 IN WITNESS WI�REOF, City and Contractor have executed this Agreement in multiple
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counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date")
Contractor: City of Fort Worth
McCLES���Jb C��3S�. ��, !��-C. �y /
By: � L—�
Fernando Costa
By: Assistant City Manager
(Signature) -�
Date / _ _ _ -
/� ,�`' � Ik� .
�a� ��LENaf�h Attest: � ��1„�,��
(Printed Name) T� Mary S�ser � 4���Z1��
City ecretary ,4,'0'� F�o�o A �
(Seal) � A o00 00
Title: PRESI[�EN; ��o
� �O
Address: � a
11AcClendOn CoristructiOn M&C C- ���; �( c ���'
P.�. �ox 999 Date: I� q. � 3 �a,
ur eson, exas �
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City/State/Zip: Appro as t Form and Legality:
i
Date Doug as . Black
Assistant City Attorney
APPROVAL RECOMMENDED:
� Ls l.J l�.J
Douglas Wiersig, P.E.
DIRECI�,
Transportation and Public Works Department
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 09, 20ll
O�
O
O
',�,
,
2008 CIP NeighGorhaod Streets Project. Contract )B
ProjectNo. DL?69
00 6l l3 - 1
PERFORMANCE l30ND
Pagc 1 of2
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THE STATE OF TEXAS
SECTION 00 61 13
PERFORMANCE BOND
Bond No. TXC 100024
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�
covrr� oF T�NT
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, McClendon Construction Co. Inc. known as "Principal" herein and
Merchants Bonding Company , a corporate surety (sureties, if more than
one) duly authorized to do business in the State of Texas, known as "Surety" herein {whether one
or more), aze held and firmiy bound unto the City of Fort Worth, a municipal corporation created
pursuant to the laws of Texas, lmown as "City" herein, in the penal sum of, One Million Four
Hundred Twentv Nine Thousand Five Hundred and 00l100 Dollars ($1.429.SOO.00), lawful
money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of
which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators,
successors and assigns, jointly and severatly, firrnty by these presents.
17 WHEREAS, the Principal has entered into a cectain written contract with the City
18 awarded the day of —�� 20 , which Contract is hereby referred to and
19 inade a part hereaf for all purpds�§'a�� y set forth herein, to fiunish all materials, equipment
20 labor and other accessories deiined by law, in the prosecution af the Work, including any Change
2t Orders, as provided for in said Contract designated as 2008 CIP Neighbor600d Streets Project,
22 Contract 9B, Project No. 01259
23
24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
25 shall faithfuily perform it obligations under the Contract and shall in all respects duly and
26 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
27 specifications, and contract documents therein referred to, and as well during any geriod of
28 cxtension of the Contract that may be granted on the part of the City, then this obligation shall be
29 and become null and void, otherwise to remain in full force and effect.
30 PROVIDED FURTHER, that if any tegal action be filed on this Bond, venue shall lie in
3I Tam�nt County, Texas or the United States District Court for the Northern District of Texas, Fort
32 Worth Division.
CCI'Y OF FORT WORTH 1008 CIP Netghborlrond Slreets Projecr Co���ract 48
STANDARD CONSTEtUCTtON SPECIF[CATION UOCUMEN7'S ProJect A'o. Ol?h9
Revisod luly 1. 20l 1 .
00 61 13 - 2
PERFORMANCE BOND
Page2of2
i This bond is made and executed in compliance wid� the provisions of Chapter 2253 of the
2 Texas Governcnent Code, as amended, and all liabilities on tlus bond shall be deternuned in
3 accordance with the provisions of said statue.
4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the .IAN Q S 2013day of
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PRINCIPAL:
McClendon Construction Company, Inc.
BY:
Signa
ATTEST:
{Principal) Secretary
�AN McGtE�tBDfd, PRf3ti#EMT
Name aad 1'itle
W s rincipal
Wimess " to Surety
LaDonna Dinser, Witness
Address: Po Box 996
Burleson, TX 76097
SURETY:
Merchants Bonding Company
BY: �
ign
Jennifer J. Clark, Attorney-in-Fact
Name and Title
AdaPC33: 2100 Fleur Drive
Des Moines, IA 50321
Telephone Nnmber. ( s i s) 2 4 3- 8171
*Note: If signed hy an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is di�erent from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
C(TY OF FORT WORTH
STANDARD CONSTRUCiION SPECIFiCATtON DOCUMEM'S
Revised July I. 2011
2008 C1P Ne(ghborJioad Srrects Projecr. Ca�tract 9B
Pmject No. 012b9
00 bl t4 - 1
PAYMEAfC E301VD
Page t of 2
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SECTION 00 61 14
PAYMENT BOND
Bond No. TXC 100024
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THE STATE UF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARI2ANT §
That we, McClendon Construction Co. Inc. known as "Principal" herein, and
Merchants Bonding Company , a corporate surety
(sureties), duly authorized to do business in the 5tate of Texas, knawn as "Surety" herein
(whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
corporation created pursuant to the laws of the St�te of Texas, known as "City" herein, in the
penal sum of One Million Four Hundred Twenty-Nine Thousand, Five �Iundred and 0�l1dU
Dollars ($1.429,SOO.Ofl), iawful money of the United States, to be gaid in Fort Worth, Tanant
County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
presents:
WHEREAS, Principal has entered into a certain written Contract with City, awarded the
day of 20 , which Contract is hereby referred to and made a part
hereof for alI purposes as i ly set forth herein, to furnish all materials, equipment, labor and
other accessories as defined by law, in the prosecution of the Wark as provided for in said
Contract and designated as 2008 CIP Neighborhood Streets Projcct, Contract 9B, Project No.
02269
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
Frincipal shall pay aIl monies owing to any (and all) payment bond beneficiary (as defined in
Chapter 2253 of the Texas Govemment Co@e, as amended) in the prosecution of the Work under
the Contract, thea this obligation shatl be and become null and void; atherwise to remain in full
force and effect.
29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
30 Texas Government Code, as amended, and all liabilities on this bond shall be deternuned in
31 accordance weth the provisions of said statute.
CITY OF FORT WORTH 2O08 C1P Neighboiaioori Stmets Profect. Contract 4R
STANDARD CONSTRUCCION SPECfflCATtON DOCUMENTS f'roject rYn. 0lIb4
Revised July l, 2011 �
00 61 l4 - 2
PAYMENT BOND
Pagc 2 af 2
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
2 this instnument by duly authorized agents and officers on this the day of
3
4
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PRINCIl'AL:
McClendon Construction Companv. Inc.
BY:
gnature
ATTEST:
{Principal) Secretary
W' ess a to rincipal
ATTEST:
�4 (�
(��4���;�« �C)1,Yll�
�SlltCty� SCCI'eta[jr - Colleen Romo
� 1 r�a ��se �.� �
Wl[It8S8 8S t0 $UTCt}r
LaDonna Dinser, Witness
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DA�1 A�cClE�ipflN, PRESll��
Name and Title
Address: PO Box 996
Burleson, TX 76097
G'�i� ��1!'�
Merchants Bondin Com an
_;
BY: �
S' lure (/
Jennifer J. Clark, Attornev-in-Fact
Name and Title
Address: 210o Fleur Drive
Des Moines, IA 50321
Telephone Number. ( s i s) 2 4 3- 8171
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surery's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CRY OF FORT WOBTH 1008 ClA Nelghba•fiood Slrecrs Project. Conrmct 9B
S'CANDARD CONSTRUGTION SPECIFICATION DOC[1MEN'iS ProJecr No. a12h9
Reviscd July l. 2011
00 6l l9 - 1
MAINTENANCE BOND
Fage 1 of 3
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THE STATE UF TEXAS
COUNTY OF TARRANT
SECTION006119 Bond No. TXC 100024
MAINTENANCE BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
That we McClendon Conshuction Co. Inc. known as "Principal" herein and
Merchant s Bonding Company , a corporate surety (sureties, if more than
one) duly authorized to do business in the State of Texas, known as "Surety�' herein (whether one
or more), are held and firmty bound unto the City af Fort Worth, a municipal corporation created
pursuant to the laws of the State of Texas, known as "City" herein, in the sum of One Million
Four Hundred Twenry-Nine Thousand Five Hundred and 00/lOQ Dallars t$1,429.500.00),
lawful money of the United States, to be paid in Fort Worth, Tarrant Cuunty, Texas, for payment
of which sum well and truly be made unto the City and its successors, we bind ourselves, our
heirs, executars, administrators, successors and assigns, jointly and severally, firnily by these
presents.
WIiEREAS, the Principal has entered into a certain written contract with the City awarded the
day of ��20 , which Contract is hereby referred tv and a made part
hereof for aIl purposes as i fully set forth herein, to fumish all materials, equipment tabor and
other accessories as defined by law, in the prosecution of the Work, including any Work resulting
from a duly authorized Change Order {collectively herein, the "Work") as provided for in said
contract and designated as 2008 CIP Neighborhood Streets Project, Contract 9B, Project No.
Q1269
27 ; and WHEREAS, Principal binds itself to use such materials and to so construct the Work in
28 accordance with the plans, specifications and Contract Documents that the Work is and will
29 remain free from defects in materials or worl�anship for and during the period of two (Z) years
3o after the date of Final Acceptance of the Work by the City {"Maintenance Period"}; and
31
32 WHEItEAS, Principal binds itself to repair or reconstruct the Work in whole or in part
33
34
35
upon receiving notice from the City of the need therefore at any time within the Maintenance
Period.
C1TY OF FORT WURTH 1008 CIP Neigkborhood Streets Projcct. Co�rtruct 9B
STANDARD CONSTRUCTION SPECffiCATiON DOCUMEM� !'rofect No_ 0l2b9
Revised Juty 1, 20! 1 .
00b1 19-2
MA1N1'EAFAAlCE BOND
Page 2 oF3
t NOW THEREFORE, the condition of this obligation is such that if Principal shall
2 remedy any defective Work, for which timely notice was provided by City, to a completion
3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
4 full force and effect.
5
6 � PROVIDED, HOWEVER, if Principal shall fail so to repair or recansEruct any timely
7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to
8 be repaired andlor reconstructed with all associated costs thereof being borne by the Principal and
9 the Swety under this Maintenance bond; and
t0
11 PROVIDED FURTHER, that if any legal action be filed oa this Bond, venue shall lie in
12 Tarrant County, Texas or the United States District Court for the Northem District of Texas, Fort "
t 3 Wodh Division; and
14
t5 PROVIDED FURTHER, that this obligation shall be continuous in nature and
16 successive recoveries may be had hereon for successive breaches.
1?
I8
CR'Y OF FORT WORTH
STANDARD CONSTRUCI'ION SPECIFICATION DOCUMENTS
Rcvisaf July l, 201 !
1008 CIP Netgh6m+d+ood Streeu Pr�oject. Coutract 9B
Project h'o. Oi2b9
i
i
;
0061 l9•3
MAINTENANCE (30ND
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IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instnunent by duly authorized agents and officers on this the day of
tn �� n e�r�, 20
PRINCIPAL:
McClendon onstruction Company, Inc.
BY:
S�gnature
ATTEST:
{Principal} Secretary
i ess as t P' cipal
AITEST:
ri� ,� ,,
�-tti�' �� � � �)1�'','� �
(Su[ety� SeCPetSry - Colleen Romo
� -�� _ Y� � -�t �'
Witness as to Surety
LaDonna Dinser, Witness
DAN A�cClEN90N, PRESIt�ENi'
Name and Title
AdCli'e33: PO Box 996
Burleson, TX 76097
SU1tETY:
Merchants Bondin Com an
B . �
' na
Jennifer J. Clark, Attorney-in-Fact
Nama and Tide
Addie9S: 2100 Fleur Drive
Des Moines, IA 50321
Telephone Number. ( s i s) 2 4 3- 8171
37 *Note: If signed by an of�cer of the Surety Company, there must be on file a certified extract
38 frora the by-laws showing that this pe�on has authority to sign such obligation. If
39 Surety's physical address is different from its mailing address, both must be provided.
40 The date of the bond shall not be prior to the date the Contract is awarded.
41
Cf1Y OF FORT WORTH 1008 CIP Neighborliood Slmrts Project. Carlract 9B
STANDARD CONSTRUGT[ON SPEC[FICAT[ON DOCUMFNf'S ProJect No, 013b9
Revised July l, 201 I
1� d
� � ' , �
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact your insurance agent at the telephone number provided by your insurance
agent.
You may call Merchants Bonding Company's toll-free telephone number for information or to
make a complaint at:
1-800-678-8171
You may contact the Texas Department of Insurance to obtain information on companies,
coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance at:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection@tdi.state.tx.us
PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or
about a claim you should contact the agent first. If the dispute is not resolved, you may contact
the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR PO�ICY: This notice is for information only and does not
become a part or condition of the attached document.
SUP 0032 TX (1/09)
1ViERC�-�ANT�S�
���� BONDING COMPANY�
POWER OF ATTORNEY
Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONA� BONDING,
INC., both being corporations duly organized under the laws of the State of lowa (herein coilectively called the "Companies"),
and that the Companies do hereby make, constitute and appoint, individually,
- Betty J Reeh; Bryan K Moore; Gary Wayne Wheatley; Jennifer J Clark; Joseph Hal
Clayburne; Michael D Hendrickson; Pat J Moore; Richard A Deal
of San Antonio and State of TX their true and lawfui Attorney-in-Fact, with fuil power
and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surery
any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any
such instrument shail not exceed the amount of:
THREE MILLION ($3,000,000.00) DOLLARS
and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly
authorized officers of the Companies, and all the acts of said Attorney-in-Fact, pursuant to the authority herein given, are
hereby ratified and confirmed.
This Power-of-Attorney is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of
Directors of the Merchants Bonding Company (Mutual) on Aprii 23, 2011 and adopted by the Board of Directors of Merchants National
Bonding, Inc., on October 24, 2011.
"The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have
power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the
seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in
the nature thereof.
The signature of any authorized officer and the seai of the Company may be affxed by facsimile or electronic transmission to
any Power of Attorney or Certification thereof authorizing the executio� and delivery of any bond, undertaking, recognizance,
or other suretyship obiigations of the Company, and such signature and seai when so used shali have the same force and
effect as though manuaily fixed."
In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 1st day of January , 2012 .
, �,,...��,rn�,..y, . • - - - • . �
_`,����'-�(�Qi�,4t'�.,"=_ •.�Q\NG'CO�A'. MERCHANTSBONDINGCOMPANY(MUTUAL)
;`G}: p�aR�Q� p�'z `��•"ORP�'4q'9y: MERCHANTSNATIONALBONDING,INC.
_.L..t, ,,,?-_ ;v,•ca �•.,c�
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`'b a ' By ! �
'- �',,sy��.... ..�:r�ti�,.. .� �,�......•��-���' �
STATE OF IOWA '�' ,,.�'�� �•. � .•
COUNTY OF POLK ss. �`""""'"'���� ���' �� President
On this 1st day of �anuary 2012, before me appeared Larry Taylor, to me personally know�, who being by me duly sworn did
say that he is President of the MERCHANTS BONDING COMPANY (MUTUAI) and MERCHANTS NATIONAL BONDING, INC.; and
that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and
sealed in behalf of the Companies by authority of their respective Boards of Directors.
In Testimony Whereof, I have hereunto set my hand and a�xed my Official Seal at the City of Des Moines, lowa, the day and year
first above written.
_��, MARANDA GREENWALT
� Commission Number770312
oW' My Commission Expires
October 28, 2014
STATE OF IOWA
COUNTY OF POLK ss.
� ���u � -�,�Ifi ��
Notary Public, Polk County, lowa
I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.,
do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,
which is still in full force and effect and has not been amended or revoked.
In Witness Whereof, I have hereunto set my hand and a�xed the seal of the Companies on
this day of .
JAN � 8 20�3...,.,,�.,,.,y
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Secretary
^�
THIS ENDORSEMENi CHANGES THE POLICY. PLEASE READ IT CAREFULLV.
TEXAS
CONTRACTOR'S BLANKET ADDITIONAL INSURED ENDORSEMENT
Thlc endoreemeM modiflos Insuronce proWtlod untloriho (ollowing:
COMMERCIAI. GENERAL LIABILITY COVERAGE FORM
Ail of Ihe lertns, provisions, exGuslons, and Ilmilailons of lha wverage fortn app�y excepl as specilicaily staled
boiow.
PolieyNumbor AgoncyNumbar PolieyENaeHvaDala
CPP2o51'102 76fi324 O1/31/2012
Polley ExplratloNCencellatlon Dnte Dato Aeeount Numbor
oi/3i/zoi3 oi/3i/zoi2 zoozz��o
Namod Ineuratl Agoncy Iasuln9 Company
MCCLeNDON CONSTRUCTiox �BTX RISK SERVICES AMERISURE MUTUAL INS CO.
COMPANY. INC.
1. SECTION 11- WHO IS AN INSURED fa mmonded W add as en Insured any parson or orgenizallon whomyou
��� are roqulrotl M add as an eddiliana(ineurnd an thfs poliry under e wrilten wntmct orwrMten agrenmaM releltng
lo yoUr buslness. � The wdtlen conlrect or writlen agreamant musl raquire atldillonai ireured slalus for a Iime
pmiod durfng the tortn o( this policy and 6e exewted prior to the bodily injury', "property damage", or "personal
and advertlslnB ���Ury' giving rise lo e Uaim under this policy. It, however, your work" was commanced under
.. .... a IoNor of intent or work oNeq subject to a subsequent retluction to rrtillng within 30 Eays from such
mmmencement and with cvetomew whose cuatomary mnlracta requlre they be nemed as edditlonal Insureds,
we wlli pmvlde addiliaoal insurad status es spacl0ad In thla endorsement.
2. SEC710N II - WHO IS AN INSURED Is amondad to add Ne tollowing:
if the addllionai inwred Is:
a. M Indlviduai. �helr spouse Is elso an addltionei insure�.
��- � b. ApeMerehiporjolntvenmre,mem6ers,partners,andtheirspousesarealeoadditionelinaurada.
c. Alimitadliabitllycompany,membemandmanagerearoalaoaddikionalinouredc.
d. An orpanlzatlon other than u pannership, Jolnt venWro M Ilmllod Ilabilily company, exocutivo otilcors enA
dlreciore of the orqanUn(lon are aisro atltllUonal insureds. Slockhoiders are also atldltlonal insureds, but
only wit� respect �o ihelr Ilablllly as slochhoitlars.
a. A trust. W:looc aro alco insurods, but only with rospact to ihoir duflos as trusloos.
���� 3. Tho Inauronco providod lo tFw ndditionol Innured undor lhia endoroomenl ia llmllcd m followa:
a. Thal person or ot8anlzetlon Is only an additlonal Insuretl wilh respect lo Ilabilily arlsinq oul of:
...... (1) Premises you own, ren4lease, oroccupy; or
(2) Yourangoingoporatlons,unlossihownllenconlraclorwrlUonaeroomon[nisoroquirescompletod
oDerations coverage (or wartling Io the seme eHect), N ivhich case the coverege providetl shsil
eztend W your com0leted operulions for thal edditional Ineu`ad.
Premisas, as respecis lhis pwvision, shall incNde wmmon or pubiic areas about such premises If so
roqulrcd in Iho wAtton contract or writton agroomonL
CG 70 85 OL 10
InGudes copyrighled muleriel ot Insurance Services ORce, Inc.
Pago 1 of 2
PoliCy Number: CPP2051702
Named Insured: MCClendon ConstYuction Company, Inc.
(2� Ceasa any further reiease, shipmant, consignmanl ot eny olher meihod of d(stribu4on of Ilko or
slmiler producis until ll hes been detertninad thet aii such producls ere free fmm dafocte Ihel couid bo
a cause of loss untler ihe Inwrence.
18. UNINTENTIONALFAILURETOOISCLOSEMAZNRDS
PFlragreph 6. Roproeontotiona Is daleroE and replaced Wilh ihe tollawing:
6. Rapmaoniotione
ey eaepling Ihis pnUcy, you agrea:
a The statemenls in No Doclarolions ere eccurete end cumplete;
b. Tho:e stammants are based upon representetlona yau mado to uc; nnd
c. We heve issued ihis policy in relienco upo� your ropresentallons.
We wlll not deny wverego undcr thls cowmge pan If you unlntentbnally fali m dlaclose aii huzards
ezistinB as of Ihe InceO�lon date of ihis policy. You must report to us any knowlodgo of en error or
omisslon In Ihe dosttiD�lan of erry preml^.os or oparallons Intended �o bo wvered by Iho Covor�go
Form as soon ss pracOceWe after its discovory. Hmvever, ihls prwislon tloea nal aftad.our dght to
collect addilbnal premlum or ezercise our rl8ht ot cencellation or rronrenewal.
17. TRANSFEROFRIGHTS(BLANKETWAIVEROFSUBROGATION).
Puragraph 8. irannfor of RlBhte Of Racovory Againat Others To Ua Ic deleletl end replaced with Ihe
lollowing:
8. If tho insured has nghts lo recover all or part of any payment wa heve mede undor ihis CovoroBe Fortn,
thosv rights ere Iraneferced to us. The Insured must do nothing aRor loss to impelr �hem. At our reques�,
the insured wiil brinB "wIP or Irarefar Ihosa rights to uo and halp us onforce them. Howovcr, If iho Insured
has waWed ri9hts lo racover thmug� a wrilten conVact, or I( "your work' was wmmanced under e letlar o(
Intont orwork ordor, suhJect m a subsequent reductlon to writlrg wilh customarswMse custamery
conlracts reqNre e welvor, wo waNa any d8ht M rewvery we may have untler thls Covers8e Form.
18. EXTENDED NOTICE OF CANCELLATION AND NONRENEVJAL
Paregreph 2.h. otA. Cancaliallon o(Iho COMMON POLICYCONDITIONS Is deleled afM ropiaced wlih Iho
following:
b. 60 deya bofwo the eNaclive date of the cancelletion If wa cancol for urry oNar reason.
Undar SECTION IV — COMMERCIAL GENERAL LIAHILITY CONORIONS, Peregreph e. Whon Wo Oo Not
Ronow is daloicd and replaced wllh the followinp:
9. Who� Wo Do Not Ronow
a. Wa mey elect not to renew ihis policy exwpt, thai undor Ihe provislons of the Texas Ineurence Codo,
wa may not reWso to renew this pollcy colely bocauu Iha pollcyholder Is an elactetl oKciai.
h. If we elect not lo renew �hls poiky, we mny do so by meillrg or dallverirg lo iha first Nemed Inaured.
st the last meiilnA address knovm to us, wrillon notica of nonrenewal, stetfnB tha raeson fw
nonrenewei, et leaet 60 deys boforo tho ozpiretion tlate. If nolice Is malled ar delivered less Ihen 60
days before tha ezplratlon tlete, ihis pollcy wili remain (� ef(oct untll ihe 61st day after Ihe dato on
whlch 1he notice le mailad or dallverod. Enmed promlum for eny pedod of wvaraBo ihet eatenda
beyand Ihe eupiraNan dale wlll be rnmputed pro �ata based en the previaus yee/s Oremium.
c. It notice is mailetl, proof of malling wiil be suNiclont proof of nolice.
d. Tha llansfer of e pWicyholder betwecn edmlttod companles wllhln ihe same Insurenca Oroup is not
considerod s roNsal to renew.
'19. MOBILEEQUIPMENTREDEFMED
Under SECTION V-DEFINITIONS, paragreph 12. "Mo611e equipmenC, peragraph f. (1) does nolappty to self-
propelletl vehicies ot less itien 1,000 pountls gross vehicle welghllhet ere nat tlesigna0 for Mghwey use.
OnBoing operations, as respocts thls prwislon, does not epply fo'hodily in�ury" or'O�aperty damege'
accurcing aRar.
(a) NI work includirg ma�eriels, peda or equlpmenl famishetl In wnnecllon �Nih euch work on Ue DroJaIX
(other then aervice, meinlenanca or repalre) lo be peAortned by or on behelf of Iha addi0onaf
insuretl(s) at tha aite of lhe covered operatione hes been compiatod; or
(b) Thet ponlon of'yrour work' out Mwhleh Ihe inJury or demape erlsos hae bean put b Ite intended use
by nny person or organiznllon other lhan enolhor coniracror or su6conlreclor enBa9ed in partortning
oparetiona for a pdndpal ne e part of Ue seme pro)ect.
b. Thc Ilmlls of Ineumnco epplica6lo to the edditlorwl ireuretl are the leost of Ihosa epeGfletl In Ihe wriilen
contract or vrtitten agreement or In tha Dedaradons of lhls po0ry. The limits of Insuranro eppllcnble to the
atltlitlonal Inaurad are Inciusiva o( and nol In oddi�ion lo iho Gmi4 0( ineumnco sfrown In (ho �oUt+mllons.
o. Tho oddlllanol insured atoNs prwldod by thie endonement Eaoa rrol axlend 6eyond lhe expirofion or
�ermination of a premises Ieasa or rental agreemant nor beyontl the tertn of this pdiry.
d. U a written conlred or wdt(en agreement as oullined ubova mquves that addilional insurod smWs bo
prwidod by the uso of CG 201011 85, then tfie �rms of thul ondarsemcnt, which aro shown bolow, oro
iricorporetetl Into th4s endorsemeni as respeas such adtllllonal Insured, lo Ne aMent that such tartns do
no[ reaMct covor.npe atherwlae provlded by thle entlorsamanC
AOOITI�NAL INSURED -OWNER3, LESSEE9 OR
CONTftACTORS (FOAM B)
Thls ondorsement modl0es Insurance provided under the following:
COMMERCIAL GENERAL LIABIUTY COVERAGE PART.
SCHEDULE
Namo of Porson or Qrganizetion: Bianket Where Required by Wriiten Conbact or
AB�ment tM1at t�e tertns of Cfi 20 10'11 85 apply.
(II rro antry appoars above, InformeUon �oqulrod to compieto this ontlorsement wlll
be sham in tha OoGaratlons es eppl(cable to this endoreemenL)
WHO �S AN INSUREO (Soqion Ip is omondetl ta Inciude as an Insurod tho person
or orgaMxalion shown in tho Schodulo, bul anly wiN rospect lo Ifebilily nrising aul af
"your vrork' tor Ihai inswad by o� fa you.
Capynght, Insurante SBMces Omce, lne. 1984
CG 201017 85
o. The Insuranrs providad lo Ihn addltional insuad doas nol apply to "hodily inJury ,"proDeM1y damage", or
'porsonal and advaNsing In�ury" atlsing out of an arUUlacCs, onB�neeYs, or survoyols mndadrq otar
failuro lo randar eny pro(essionel sorvleoa InGudine bul nat Ilmited �o:
(1) Tho propurirg, approviog, or falling to prepare or opprova maps, drawings, opinbns, reporls, surveys,
chango orders, doslpn spedfkatlons; ane
(2j Supervisory, Inspeclion, oronginoaring services.
f. SECTIONIV-COMMERCIALGENERALLIABILITYCONDITIONS,paragraphb.Othorin�unnceis
tleleted antl raplaced wllh the followNg:
4. Olhorinaurnnca.
My crovoraBe proNded In itil^. endorsomont Is axcass mcr nny othotvaiitl aml allaofitilo ireumnra evotlabb to
Iho atldillonnl Insumd whethar pr(mery; ex�asc; mnW8en4 ar bn any olhe� besis unloss Ihe wriUen �onUeIX or
vrtilten agreement repNres tlsaHhts imur�nea be p8mary; in wNich ease Ihls Insu�ance wili. be ptlmary wilhout
mniribulion fmm muchnlhor ineurenee avoilablu to ifie nddlliontil inwrotl. �
InGudos copyAghled materlal ot Insurancn Servfcas Offlce, Inc.
CG 70 86 0510 Papo 2 of Y
Policy Number: CPP2�51'!02
Named InsUred: MCClendon Cons[ruCtion Company, InC.
COMMERCIAL GENERAL LIABILITY
CG 02 OS Di 96
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ R CAREFULLY.
TEXAS CHANGES -AMENDMENT OF CANCELLATION PROVISIONS
OR COVERAGE CHANGE
This ondorsemont modilles insumnco pravided undar Ure to0owirg:
COMMERCIAL GENERAL LIABIUTY COVEFAGE PART
LIQUOR I.IABILITY CAVEftAGE PAftT
OWNERS AN6 CONTRACTORS PROTECTNE LIABIUN WVERAGE PART
POLLUTION UABIUTY COVERAGE PPRT
PRODUCTS/COMPLETED OPERATIONS LIABIUTY COVERAGE PART
R411.ROAD PROTEGTIVE IJABILf1YCOVERAGE PART
In Ihe evenl o( fanCei191ion or meleAai Chenpe Ihet retlutes or fe91t1ds �he insutance eftortletl by Ulle CwefeBe Part, we earee
W moll prbr wfltton notice of wnCeiletion w meterlal chanBa to:
SCHEDULE
1. Namo: qNYPERSONORORGAN17AT10NPORWNOMTHENAMEDiNSUREDHAS�fNTEFtED�IMOA
WRITTEN CANTRAC7 WHICH��REQUIRES WRITTEN:NOTICE:OF�.CANCELLATION AS PER�
CERT�FlCATES�ON FIL6 WffH�THE:COMPANY
2. Addreas:
3, Number of dnys ndwnco notico: 30'
p( �w entry apDears above, infortnslion requlretl to complBte this onCoraemenl Wlil be shown tn the �ociere0ons o8 eppilcoblo
to thls andoreamonts.)
'EXCEPT IN THE EVENT OF CANCELLATION FOR THE NON•PAYMENT OF PREMNM FOR WHICH 10 DAYS
NOT�CE SHALL eE 61VEN.
Indutles copyrlghtod maturlal ot Insurence Servicas INfice, inc.
Pago 8 af 9 CG 70 831109 CG 02 05 Oi 96 Copyrighi, Insmanco Services Otfice, Ina. 1994 Page t of t❑
WORI<EflS COMPENSATION AND EMPLOVEPS 1IA81UTY INSURANCE POIICY WC 42 03 04 A
(Ed. t-00)
TEXAS WANER OF OUR HIGHT TO RECOVER FHOM OTHEflS ENDOHSEMENT
This endorsemont eppiies oniy to the insuranco providod 6Y tha policy becauso Toxas is shown in Item 3.A. of
tho in(ormation Page.
Wo huvv tha ri8ht to recovor our paymenu from enyone Ilable far an In�ury covared by thls policy. Wc wfll not
antorco our right npalns[ the person or orgonizntion named in the Schedule, bu2 2hin waivar npplios only with
respeci to bodily injury nrlsin8 out ot the operativns descri6ed in the Schedule whare you ara roquirad by a
writtan contract to obtain this wuiwr Irom us,
This endorsement sheil no[ opornte directly or indirectiy m benofrt anyane not named In the Schadulo.
Tho O�emium tor this endorsement Is rshown in the Schadule.
Schedule
t. ( �Specltic Welver
Name of persan or organizotion
(X) Biunket Waivor
Any porson ar oreonizution for whom the Namad Insured has eeread by writron contrnct to Nmish Nis
waivor.
2. Oporations:
3. Promlum
-� Tho premium char0e for thic ondar:omont shail bo 0.010 parcant of tho pramium dovalopod on pnyroil in
onnoction with work porformed for the a6ove person(s� or orpenization(s) nrising ou[ of tha oporatians
da�cribad.
4. Advance Promium
Thia ondarsa ant chunBos tho pallcy to which ii lo anochod and la afPocNvo an tho dmo laeuod uniaea ochorwiea s o�oE.
m t
... (Tha In(ormo�lon boiaw ie requirotl onlV '�+ha� thlrt ontlorsomettt Ic I6Suad- euboeq�ont� to propalotion �of tho poilcy:)
Endo�aemont Eflecilve Ol/31/12 Policy No. WC2051'/04 Endo�eement No.
Inaurod MCClevdon Conotruction Company, Inc. Promium C
In9UranGo COm00ny Ameii3uze MUCual IncuZdnce Co�MOraipnod by _
WOPICERS COMPENSATION AND EMPLOYEflS 11A011ITY INSUHANCE POLICY WC 42 O6 Oi
(Ed. 7-841
TEXAS NOTICE OF MATEPIAL CHANGE ENDORSEMENT
This endorsoment epplies only to tho insuranco providod by tho policy 6oeauca Tvzac io chown in Imm 3.A. of tho
InformAtlon Pago.
In the event of cancollntion ar other materioi chonge of the policy, we will meii advanca noUca ro the persan or
oreanization named in tho SchcdNa The numbor ot doya ndvanca notico is ahown in tho Schadulo.
This endor.omant shoil not oparate dirocily or indirectly [o banafit unyono not nomod in tho SchotlWe.
Schodulo
i. Number ot doya advence natico: 30
'EXCEPT IN THE EVEfJT OF CANCEILATION FOR NON-PAYMEN7
OF PFEMIUM FOR WHICH 10 OAYS SHALL BE GNEN.
2. Nocico will 6e mailed ta: ANY PEFSON OR OftGANIZATION WITH WHOM THE NAMED INSUfiED HAS EN7ERE0
INTO A WFITTEN CONTflACT WHICH ftEQUIRES WfliTTEN NOTICE OF CANCELLATION
Thiv andotoomant chonBac thv policy to which it In otmchod nM le olfoctNo on tho dato lesuetl uninoe otherwiue etamC.
IThe Informa9on bolow ia requlretl only whon thie entlorcomant le ineuod subooquan[ ro prapnratlon of No policy.)
EntlarSomuntEffective Ol/31/12 PolicyNa. WC2051�04 EndonomontNo.
Ine�rad MCClendon Conserueeion Company, Ine. Promium 9
In2urnncoCompony Amerieure Mu[ual Zneurance Countetaipnodby
WC 42 08 01
IEd. 7-84) n,,.,.. u.eo-o
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augus[ 17, 2012
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STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1—Definitions and Terminology ..........................................................................................................1
1.01 Defined Terms ........................................••--..............................-•-......................._..........................1
1.02 TerminologY•-•-••--• ...........................................................................................................••---•--------6
Article2 —Preliminary Matters .........................................•.............................................._...._....._.........._._._._....7
2.01 Copies ofDocuments .................•----•••--•-•-••--•-••-•-•.............--•••--............----............--•---...................7
2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7
2.03 Starting the Work ........................•••----•••-•-••••••••--•...........••--•••--•••--.......•-•---••-••----••••....................... 8
2.04 Before Starting Construction ........................................................................................................ 8
2.05 Preconstruction Conference-• ...........................................••---..................._._..............._._.............._.8
2.06 Public Meeting ...................................•---.................---•-•.......................-•--.................................-•-. 8
2.07 Initial Acceptance of Schedules ............................:...............................................•-•--............_...... 8
Article 3— Contract Documents: Intent, Amending, Reuse ............................................................................ 8
3.01 Intent•-••--......-••-•• ...........................••-•••--••----•-....-•-•--.....-•••••-•••--•.....•-•-•••••-••-•••............-•--••••--.......... 8
3.02 Reference Standards ...............••---.........................................._................................_....-•-----._.._...._.9
3.03 Reporting and Resolving Discrepancies.....••-•-•-••--•-• .................................................................... 9
3.04 Amending and Supplementing Contract Documents .................................................................10
3.05 Reuse of Documents ...................••••••••----••--.....------•••.....-••-•...-•---•........-••••-••••-•••-••-•••..........•-•.....10
3.06 Electronic Data ..................••--•............................................_............_.........................---..._......._...11
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points ......................•••-•--...--•-................................•-••-•-•--••-•-•--..........-•-•-......11
4.01 Availability of Lands .••••---••• .......................•-••-•--•••••-•.................•-•--••••••-..................---...............11
4.02 Subsurface and Physical Conditions .............•••-••----..................................••-•••-••-•......................12
4.03 Differing Subsurface or Physical Conditions .............................................................................12
4.04 Underground Facilities ...................................................••---•-----........_.................._..._.................13
4.05 Reference Points ._...._....•-•• ...................•••-••-•-.........................................---•••-••••••-•-•--•---..............14
4.06 Hazardous Envirorunental Condition at Site ..............................................................................14
Article 5 —Bonds and Insurance .............................................................................................
5.01 Licensed Sureties and Insurers .........---•-•-••--........--• .........................•-•--•--•--......--
5.02 Performance, Payment, and Maintenance Bonds ...............................................
5.03 Certificates of Insurance ..........................•••-............_..........................................
5.04 Contractor's Insurance ........................................................................................
5.05 Acceptance of Bonds and Insurance; Option to Replace ...................................
Article 6 — Contractor's Responsibilities ....................
6.01 Supervision and Superintendence...........
........................ 16
........................16
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..----•-• ...............19
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CITY OF FORT WORTH
STANDARD CONSIRUCTION SPECIFCAI'ION DOCUMENTS
Revision: August 17, 2012
6_02 Labor; Working Hours .....................................•-••-•----•--.........-------•---•--.._..--•--..............-�----......---20
6.03 Services, Materials, and Equipment .............•--•--------.............-------..................----._...-•-•----...........20
6.04 Project Schedule------------------•-----...------•------•--..........-•-•------....................__................._.........-----.....21
6.05 Substitutes and "Or-Equals" .................................•----.........-•---••---..............--••--...........-----..........21
6.06 Concerning Subcontractors, Suppliers, and Others ....................................................................24
6.07 Wage Rates-----• .........................................................•---•--......................................._._.._......------._.25
6.08 Patent Fees and Royalties ..--• ................................................•--........._....._..-•---•---••------.............---26
6.09 Permits and Utilities...---• .......................................•------.....................................................-----.....27
6.10 Laws and Regulations .................................................................................................................27
6.11 T�es ...........................•----•--..........._..-----•-----............-----.....................................................---......28
6.12 Use of Site and Other Areas ....................................................•-•------•-------•-•---------.....----.............28
6.13 Record Documents .......................................•-•------.............---•----•--..........------------._........._._..........29
6.14 Safety and Protection ................................................................................................................•.29
6_15 Safety Representative ..................................................................................................................30
6.16 Hazard Communication Programs .............................................................................................30
6.17 Emergencies and/or Rectification .................................•-------..........._....................._....................30
6.18 Submittals .........................•--•...........................--•-•••.._............-•--••-•-•---•••••....................................31
6.19 Continuing the Work ...............................................•-•---.........................................................._...32
6.20 Contractor's General Warranty and Guarantee ..........................................................................32
6.21 Indemnification ..•--......-•--• .........................................................................................................33
6.22 Delegation of Professional Design Services ..............................................................................34
6.23 Right to Audit ..............................................................................................•-••-...........••-•............34
6.24 Nondiscrimination ............................................•--••--•--._......................................................_._......35
Article 7- Other Work at the Site.........
7.01 Related Work at Site .........
7.02 Coordination ......................
.........................•--.....•-•-•---..................
• • ................................ 3 5
..............................__.. 35
...............................••-36
...............................
Article8 - City's Responsibilities ...........................................................................•-•---............................_.....36
8.01 Communications to Contractor........-•--•• .....................................................................................36
8.02 Furnish Data ..................................................................................................:.............................36
8.03 Pay When Due ...................................................................................•••-•............................_.......36
8.04 Lands and Easements; Reports and Tests ...................................................................................36
8.05 Change Orders .............................................................................................................................36
8.06 Inspections, Tests, and Approvals ._......-• .............................................................••-..._._............._ 36
8.07 Limitations on City's Responsibilities ...............•........._..._................._.................._._...._.............37
8.08 Undisclosed Hazardous Environmental Condition ....................................................................37
8.09 Compliance with Safety Program ........................................................................:......................37
Article 9- Ciiy's Observation Status During Construction ...........................................................................37
9.01 City's Project Representative ...................................•---.........................................................---..37
9.02 Visits to Site ._......-• .............................................................................................................•-•......37
9.03 Authorized Variations in Work _......-•---•-• ...................................................................................38
9.04 Rejecting Defective Work ..........................................................................................................38
9.05 Determinations for Work Performed...---•---------•--.........-•-•-•---•---------------------•--------------------•......._.38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work .....................38
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Au�ust 17, 2012
Article 10 - Changes in the Work; Claims; Extra Work .......................................
10.01 Authorized Changes in the Work ......................................................
10.02 Unauthorized Changes in the Work ..................................................
10_03 Execution of Change Orders ..............................................................
10_04 Extra Work-•-•---••-•-----•-------• ................................................................
10.05 Notification to Surety .........................•----...............-•---.................__._..
10.06 Contract Claims Process ....................................................................
_......-•------•-•-••-------.....
�---• .........................•-•-
. .............................. ...
..-•---......-• ...................
..--•---........-•---------------�
.................. ....... .........
� .................................
---._38
..._..38
..._..39
......39
......39
...___39
......40
Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41
11.01 Cost of the Work ....................................................................................................................•--..41
11.02 Allowances ......................:...........................................................................................................43
11.03 Unit Price Work .......---•••---• ..........................................•-...........................---..........._........._.........44
11.04 Plans Quantity Measurement ................................................................................................•-••--45
Article 12 - Change of Contract Price; Change of Contract Time .................................................................46
12.01 Change of Contract Price ..........................................................•-...................._.........._....---.........46
12.02 Change of Contract Time .......................................................•-•-.................................................47
12.03 Delays ...............................................................................••....................•-••---........._.._.................47
Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48
13.01 Notice ofDefects .................•-•-........_.........................--•••.............-•••-•-••......__.........._...................48
13.02 Access to Work.........--•• ..............................................................................................................48
13.03 Tests and Inspections ••••••••-• ........................................•--•-•.......•-•••-•-••-•---....................................48
13.04 Uncovering Work••-•-•---•...••••--••• .............................•.............................._..............._........._...........49
13.05 City May Stop the Work ..............................................••-••--•--•.............-•---.........•-•...........---........49
13.06 Correction or Removal of Defective Work ................................................................................50
13.07 Correction Period----...••-• ....................................................................................................•-•......50
13.08 Acceptance ofDefective Work.._.._.....-•• ................••-...............-•-......__................_.........._............51
13.09 City May Correct Defective Work ............................................•---......._..........-•-----........._._........51
Article 14 - Payments to Contractor and Completion .................................
14.01 Schedule of Values .........:...................................................•-•...
14.02 Progress Payments ...................................................................
14.03 Contractor's Warranty of Title ................................................
14.04 Partial Utilization..........•--•............••-• .......................................
14.05 Final Inspection....••-•--•--•-•-••• ...................................................,
14.06 Final Acceptance .....................•-•........_............_..._................._..
14.07 Final Payment ..........................................................................,
14.08 Final Completion Delayed and Partial Retainage Release .....
14.09 Waiver of Claims ......-•••-• ...................:.......••-•-•-•----•--...............
Article 15 - Suspension of Work and Termination .....................
15.01 City May Suspend Work ..........................................
15.02 City May Terminate for Cause.. ...............................
15.03 City May Terminate For Convenience ....................
Article 16 - Dispute Resolution ..........................
16.01 Methods and Procedures .................
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Aug.�st 17, 2012
•••• .............................................. 52
.................................................. 52
.................................................. 52
..................................................54
.................................................. 55
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....... ...... ... .................................. 5 5
..................................................56
.................................................. 56
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.....................•--......._._......._._._...... 57
.........................................•--........ 57
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...............•---....... _.........---._.._...... __ 60
..................................•-•---......---. 61
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L
Article 17 — Miscellaneous.--•--••-------------•••-•----------•---........._....--•------•
17.01 Giving Notice ................................................................
17.02 Computation of Times ..................................................
17.03 Cumulative Remedies ...................................................
17.04 Survival of Obligations .................................................
17.05 Headings ....................................•----....._.........._.._......_....
...............................•-------...........--•-•--•-- 62
----.....-•-• ............................................... 62
..............................................•-•-•--------. 62
....• ....................................................... 62
......................................•--............-•----- 63
..................................•---..................._.. 63
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
� � . . �. ' ' . . . . . .
00 �z oo - �
General Conditions
Page 1 of 63
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defzned Terms
A_ Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, 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. Addenda—Written or gaphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents_
2. Agreement—The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3. Application for Payment—The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
4. 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 Safeiy and Health Administration.
5. Award — Authorization by the City Council for the City to enter into an Agreement.
6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder—The individual or entity who subrriits a Bid directly to City.
8. Bidding Documents The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirements—'I'he advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
1 l. Buzzsaw — City's on-line, electronic document management and collaboration system.
12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
CITY OF FORT WOR71i
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: AugLLst 17, 20] 2
oonoo-�
General Conditions
Page 2 of 63
13. Change Order A document, which is prepared and approved by the City, which is signed
by Contractor and City and authorizes an addition, deletion, or revision in the Work or an
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. City Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. City Manager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
18. Contract Claim A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third pariy is not a Contract Claim.
19. Contract—The entire and integrated written document between the City and Contractor
concerning the Work_ The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
20. Contract Documents—Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
21. Contract Price—The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Paragraph 11.03 in the case of Unit Price Work).
22. Contract Time—The number of days or the dates stated in tihe Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
23. Contractor—The individual or entity with whom City has entered into the Agreement.
24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: AugLLst 17, 2012
0
oo�zoo-�
General Conditions
Page 3 of 63
25_ Damage Claims — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
27. Director of Aviation — The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
28. Director of Parks and Community Services — The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Planning and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appoi�ted
representative, assistant, or agents.
30. Director of Ti-ansportation Public Works — The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
31. Director of Water Department — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra Work — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents_ Extra work shall be part of the Work.
36. Field Order—A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
37. Final Acceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfaction of the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augts[ 17, 2012
�� .� ,,�. �_ ,:��r� ' '
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General Conditions
Page 4 of 63
38. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. General Requirements—Sections of Division 1 of the Contract Documents.
40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
41 _ Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. 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.
43. Liens--Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
44. Major Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
45. Milestone—A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
46. Notice of Award=The written notice by City to � the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
50. Plans — See definition of Drawings.
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51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
52. Project—The Work to be performed under the Contract Documents.
53. Project Representative—The authorized representative of the City who will be assigned to
the Site.
54. Public Meeting — An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an informed view of the Project.
55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
57. Samples Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
58. Schedule of Submittals A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
59. Schedule of Yalues—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon
which the Work is to be performed, including rights-of-way, permits, and easements for
access thereto, and such other lands furnished by City which are designated for the use of
Contractor.
61. Specifzcations=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.
62. 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.
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63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
66. Supplementary Conditions—That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. Work—The entire construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and documentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the 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 Te�-minology
A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
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1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work_ It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
1. The word "defective," when modifying the� word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval refened to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
D. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning aze used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIIVIINARY MATTERS
2.01 Copies of Documents
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Tinze; Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement.
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2.03 Stal-ting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Construction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 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.
2_07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereo fl to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or from prevailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, format and style. Some Specification sections may be
written in varying degrees of streamlined or declarative style and some sections may be
relatively narrative by comparison. Omission of such words and phrases as "the Contractor
shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined
sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions
may appear in various parts of a section or articles within a part depending on the format of the
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section. The Contractor shall not take advantage of any variation of form, format or style in
making Contract Claims_
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or 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 of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Coniractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any 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.
3.03 Reporting and Resolving Discrepancies
A. Reporting Discrepancies:
Contractor's Review of Contract Documents Before Starting Work. Before undertaking each
part of the Work, Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2. Contractor's Review of Contract Documents During Performance of Work. If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
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6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B_ Resolving Discrepancies:
Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govem over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereo fl prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written
verification or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3_OS will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies) and other
Specifications referenced and located on the City's Buzzsaw site. Files in electronic media
format of text, data, graphics, or other types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained or derived from such electronic files
will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring pariy
representations as to long term compatibility, usability, or readability of document
from the use of soflware application packages, operating systems, or computer
differing from those used by the data's creator.
makes no
s resulting
hardware
ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZAI2DOUS ENVIl20NMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability ofLands
A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for
permanent structures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of andlor access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project
Schedule submitted by the Contractor in accordance with the Contract Documents must
consider any outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obsiructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
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C. Contractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Subsurface and Physictzl Conditions
A. Reports and Drawings: The Supplementary Conditions identify:
those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to Ciiy of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents_ Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition_
B_ Possible Price and Time Adjustments
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Shown or Indicated.• The information and data shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to City or Engineer by the owners of such Underground
Facilities, including City, or by others. Unless it is otherwise expressly provided in the
Supplementary Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown or Indicated.-
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2_ If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Points
A. City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stakes or other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes or relocations. Contractor shall report to City whenever any reference point or properly
monument is lost or destroyed or requires relocation because of necessary changes in grades or
locations. The City shall be responsible for the replacement or relocation of reference points or
property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall
notify City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full
cost for replacing such points plus 25% will be charged against the Contractor, and the full
amount will be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B. Limited Reliance by Contractor on Technical Data Authorized.• Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing).
City may consider the necessity to retain a qualified expert to evaluate such condition or take
corrective action, if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Contractor: (i) specifying that such condition and any affected area is or has
been rendered suitable for the resumption of Work; or (ii) specifying any special conditions
under which such Work may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then City may order the portion of the Work that is in the area affected by such
condition to be deleted from the Work. City may have such deleted portion of the Work
performed by City's own forces or others.
G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn� and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, aT-chitects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of oY relating to a Hazardous
Environmental Condition created by Contractor or by anyone for whom Cont�-actor is
responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn� any
individual or entiry from and against the consequences of that individual's or entity s own
negligence.
H_ The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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ARTICLE 5— BONDS AND INSURANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the 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 Coniract 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. Deparhnent 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 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 5_O1 and 5.02_C.
5.03 Certifrcates of Insurance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in
the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested
by City or any other additional insured) which Contractor is required to purchase and maintain.
l. The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
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2. The Contractor's general liability 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.
All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure of the City to demand such certificates or other evidence of full compliance with the
insurance requirements or failure of the City to identify a deficiency from evidence that is
provided shall not be construed as a waiver of Contractor's obligation to maintain such lines
of insurance coverage.
7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
LiabiliTy insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
Unless otherwise stated, all required insurance shall be written on the "occunence basis". If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate.of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost ofthe premium for such additional coverage plus 10%.
10. Any self-insured retention (SIlZj, 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 b oups, must also be approved by City.
11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
12. 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 Ghange Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
A. Workers Compensation and Employers' 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:
l. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
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insurance or self-insurance programs afforded to the City. The Commercial General Liability
policy, shall have no exclusions by endorsements that would alter of nullify premises/operations,
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing.
For construction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
three (3) years following the completion of the project (if identified in the Supplementary
Conditions)_
C. Automobile Liability. A 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.
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 requirements identified in the
Supplementary Conditions.
E. Not�cation 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.
5.05 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 City shall so notify the Contractor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor
shall provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Contract Documents, the 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 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced 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.
6.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 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.
D. All items of standard equipment to be incorporated into the Work shall be the latest model at the
time of bid, unless otherwise specified.
6.04 Project Schedule
A_ Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification O1 32 16.
Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 Substitutes and "Or-Equals "
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a 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 reyuirements for approval of
proposed substitute items. For the purposes of this Parab aph 6.OS.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantially to the detailed requirements of the item named in 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 6.05_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 Ol 25 00 and:
1) shall certify that the proposed substitute item will:
a) perform adequately the functions and achieve the results called for by the general
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
b) whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
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c) whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change_
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 6.05_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 6.OS.A and 6_OS.B. City may require
Contractor to furnish additional data about the proposed substitute_ City will be the sole judge of
acceptability. 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 Submiftal for an"or-equal." City will advise Contractor in writing of its determination_
D. Special Guarantee: City may require Contractor to fumish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemn� and hold harmless City and anyone directly or indirectly employed by them from and
against any and all 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 6.OS.A.2 and 6.OS.B_ Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or-equal" at Contractor's expense.
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G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business
Diversiiy Ordinance (as amended) by the following:
1. Contractor shall, upon request by the Ciiy, provide complete and accurate information
regarding actual work performed by a MBE and/or SBE on the Contract and payment
therefor.
2_ Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any 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 MBE and/or SBE. Material misrepresentation of any nature may be grounds
for termination of the Contract in accordance with Paragraph 15.02.A. Any such
misrepresentation may be grounds for disqualification of Contractor to bid on future
contracts with the City for a period of not less than three years.
E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
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1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor_
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Duty to pay Prevailing Wage Rates_ The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258_023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's
determination that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted from successive progress payments pending a final determination of the
violation.
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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 l lth 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
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 Subconiractors to comply with Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor from its obligations to pay for the
use of said fees or royalties to others.
B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn� and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting fi�om
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the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's
responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining
clearances and coordinating with the appropriate regulatory agency. The City will not reimburse
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding permits and Zicenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses.
6.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and 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
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court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract
Price or Contract Time_
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas T� Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of Staxe Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas T� Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
l. Comptroller ofPublic Accounts
Sales Tax Division
Capitol Station
Austin, TX 7871 l; or
2. http://www.window.state.�.us/taxinfo/taxforms/93-forms.html
6.12 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
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_
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3_ Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4_ Pursuant to Paragraph 6.21, Contractor shall indemn� and hold harmless City, fi�on� and
against all claims, costs, losses, and dan�ages 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 DuYing Performance of the Work_ During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor
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 the costs of such direct action, plus 25 % of
such costs, shall be deducted from the monies due or to become due to the Contractor.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and 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 properiy to stresses or pressures that will endanger it.
6.13 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and
approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during construction. These record documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
6.14 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and prob ams 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
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take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. 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 offthe 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 properiy 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 6.14.A.2 or 6.14.A3 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.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 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.
6.17 Emergencies and/or Rectifzcation
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
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changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is
required because of the action taken by Contractor in response to such an emergency, a Change
Order may be issued.
B_ Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2_07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be 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 6.18_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 6.18.C.
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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:
City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City_ City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or 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 O1 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disab eements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disab eements, except as City and Contractor may otherwise agree in
writing.
6.20 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
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2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perform
the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7_ any correction of defective Work by City. -
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or properiy 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
5_OZ.B. The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the work and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMI�TIIFICATION 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, ONIISSION 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 aud 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
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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.
6.22 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.
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City's review
and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Right to Azcdit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to 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.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the 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
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Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
C. Contractor and 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 ofthe time copying is performed.
624 Nondiscrimination
A. The City is responsible for operating Public Transportation Prob ams 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.
ARTICLE 7— OTHER WORK AT THE SITE
7.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then 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.
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%.�2. COOYCI�ZYlQl10Yl
A. If City intends to contract with others for the performance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
I. the individual or entity who will have authority and responsibility for coordination of the
activities among the various .contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized; and
3_ the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents.
8.03 Pay When Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements,- Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of
subsurface conditions and drawings of physical conditions relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in preparing the Contract
Documents_
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8_06 Inspections, Tests, andApprovals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
]3_03.
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8.07 Limitations on Ciry'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. Ciiy will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Undisclosed Hazardous Environmental Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 Compliance with Safety Progz-am
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 6.14.
ARTICLE 9— CITY'S OBSERVATION STATUS DUI2ING CONSTRUCTION
9.01 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. The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 Visits to Site
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 e�austive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents including those set forth in Paragraph
8.07.
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9.03 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 Docurnents. These may be accomplished by a Field Order and will be
binding on City and also on Contractor, who shall perform the Work involved promptly.
9.04 Rejecting 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 13, whether or not the Work is fabricated, installed, or
completed.
9.05 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Coniractor 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).
9.06 Decisions on Requirements of Contract Documents and Acceptability of YYork
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred_
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10_O1 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 Change Order which may or may not precede an order of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
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10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any work performed that is not required by the Contract Documents as
amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an
emergency as provided in Paragraph 6.17.
10.03 Execution of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paragraph lO.OI.A, (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City's correction
of defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work
after making written request for written orders and shall keep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to
Paragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set ofplans showing the actual installation.
C. T'he compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 Not�cation 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.
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10.06 Gontract Claims Process
A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City for decision_ A decision by City shall be required as a
condition precedent to any exercise by Contractor of any rights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the party making the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time).
C. City s Action_ City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial_
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D. City's written action under Parab aph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10_06.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.O1.B, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in
the Work. Such costs shall not include any of the costs itemized in Paragraph 11.O1.B, and shall
include but not be limited to the following items:
Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include;
a. salaries with a 55% markup, or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, workers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The. expenses of performing Work outside of Regular Working Hours, Weekend
Working Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall �be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11 _O l _
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the properiy of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee_
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B_ Costs Excluded: The term Cost of the Work shall not include any of the following items:
1. Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.01.A_ 1 or specifically covered by Paragraph 11.01.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C_ Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shal] be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C.
D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11_O1.A and 11.O1.B, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data..
11.02 Allowances
A. Specifzed Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre-bid Allowances:
1. Contractor agrees that:
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a. the pre-bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre-bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingency AZlowance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantiiy of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Coniract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
work listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3_ If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a_ the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b_ a Major Item of work varies by more than 25% from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%_
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of work performed or material
moved, handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The
party to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity will be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new
plans quantity.
D_ If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans
quantity.
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E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are
not applicable_
ARTICLE 12 — CHANGE OF CONTR.ACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Contract Price
A_ The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.O1.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.O1.B2, on the
basis of the Cost of the Work (determined as provided in Parab aph 11.01) plus a
Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01 _C).
C_ Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.O1.A.1, 11.O1.A.2. and 11.O1.A_3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.O1.A.4 and 11.O1.A.5, the Contractor's fee shall be
five percent (5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and
12.O1.C_2.b is that the Subcontractor who actually performs the Work, at whatever
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tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Parab aphs 11.O1.A.1 and 11.O1.A2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.O1.A.6, and
11.O1.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of such net
decrease.
12_02 Change of Contract Time
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless
the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph_
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable_
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests_
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereo fl 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 fumish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Deparhnent of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a"fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 13_03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E_ If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as Ciiy may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attomeys, and other professionals and all court or other dispute resolution costs) arising out
of or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); or City shall be entitled to accept defective Work in
accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all
costs associated with exposing, observing, and testing the defective Work.
2_ If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly ariributable to
such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or 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
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and 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 13.06 or Paragraph 13_07,
Contractor shall take no action that would void or otherwise impair City's special wananty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
l. repair such defective land or areas; or
2_ correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
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C. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Work, the conection period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13_07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13 _07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptance of Defective Work
If, instead of requiring correction or removal and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or other dispute resolution costs) attributable to City's evaluation of and determination to
accept such defective Work and for the diminished value of the Work to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be
issued incorporating the necessary revisions in the Contract Documents with respect to the Work,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished
value of Work so accepted.
13.09 City May 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
13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor, conect, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to 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
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costs) incurred or sustained by City in exercising the rights and remedies under this Parab aph
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 13_09.
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed_
14.02 Progress Payments
A. Applications for Payments:
Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out
and signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect City's interest therein, al] of which must be
satisfactory to City.
4. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that previous progress payments received on account of the
Work have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment.
5. The amount of retainage with respect to progress payments will be as stipulated in the
Contract Documents.
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B. Review ofApplications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for
Payment and the accompanying data and schedules, that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
determination of quantities and classifications for Work performed under Paragraph 9.05,
and any other qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a. inspections made to check the quality or the quantity of the Work as it has been
performed have been e�austive, extended to every aspect of the Work in progress, or
involved detailed inspections of the Work beyond the responsibilities specifically
assigned to City in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor, or
c. Contractor has complied with Laws and Regulations applicable to Contractor's
performance of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Work is defective, or the completed Work has been damaged by the Contractor or his
subcontractors, requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09; or
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e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
�5%)-
D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the occunence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14_02_B.4.e or Paragraph 15_02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14.03 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than
the time of payment free and clear of all Liens.
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14.04 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use 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.OS.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
14.05 Finallnspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City determine that the Work is not ready for Final
Inspection, City will notify the Contractor in writing of the reasons and Contract Time will
resume.
14.06 Final Acceptance
Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
CIT'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
00�200-�
General Conditions
Page 56 of 63
14.07 Final Payment
A. Application for Payment:
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5_03;
b_ consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes aze
unsettled; and
d. 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.
B. Payment Becomes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract,
make payment of the balance dt�e for that portion of the Work fully completed and accepted. If
the remaining balance to be held by City for Work not fully completed or corrected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
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portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the completion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERA�TATION
15.01 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 make no extra payment for stand-by
time of construction equipment and/or construction crews.
B. Should the Contractor not be able to complete a portion 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
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.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed_ Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
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STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August ]7, 2012
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15.02 City May Terminate for Cause
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipinent, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under
Paragraph 6_06_D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's performance of its
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obligations, then City, without process or action at law, may take over any portion of the
Work and complete it as described below_
a. If City completes the Work, City may exclude Contractor and Surety from the site and
take possession of the Work, and all materials and equipment incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Work as City may deem expedient.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
from completing the Work, such excess will be paid to Contractor_ If such claims, costs,
losses and damages exceed such unpaid balance, Contractor shall pay the difference to City_
Such claims, costs, losses and damages incuned by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this Paragraph, City shall
not be required to obtain the lowest price for the Work performed.
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or any portion thereof, may be accomplished or for the price
paid therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6_ Maintenance of the Work shall continue to be Coniractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law_
C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to
perform and proceeds diligently to cure such failure within no more than 30 days of receipt of
said notice.
D. Where Contractor's services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue_ Any
retention or payment of moneys due Contractor by City will not release Contractor from liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Parab aph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
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Revision: AugLLst 17, 2012
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15.03 City May Ter�ninate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effected by mailing a notice of the termination to the
Contractor specifying the extent to which performance of Work under the contract is terminated,
and the date upon which such termination becomes effective. Receipt of the notice shall be
deemed conclusively presumed and established when the letter is placed in the United States
Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and
established that such termination is made with just cause as therein stated; and no proof in any
claim, demand or suit shall be required of the City regarding such discretionary action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City_
a_ the fabricated or unfabricated parts, Work in progress, completed Work, supplies and
other material produced as a part of, or acquired in connection with the performance of,
the Work terminated by the notice of the termination; and
b_ the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
the City_
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all
items of termination inventory not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: AugLLst 17, 2012
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007200-1
General Conditions
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D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items
are stored, within 45 days from the date of submission of the list, and any necessary adjustments
to correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an
extension is made in writing within such 60 day period by the Contractor, and granted by the
City, any and all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items)_
1. completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2_ expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Work, the City shall determine, on the basis
of information available to it, the amount, if any, due to the Contractor by reason of the
termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other economic loss arising out of or
resulting from such termination.
ARTICLE 16 — DISPiTTE RESOLUTION
16.01 Methods and Procedures
A. Either Ciiy or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for
mediation shall be submitted to the other party to the Contract. Timely submission of the request
shall stay the effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith_ The process shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Parab aph 10.06.0 or a
denial pursuant to Paragraphs 10.06.C3 or 10_06.D shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augut 17, 2012
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General Conditions
Page 62 of 63
1. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process;or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 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.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
. ,: ._ . , . . . .. , _. . .
.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC[FCATION DOCUMENTS
Revision: August 17, 2012
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17.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCA'IION DOCUMENTS
Revision: Au�ust 17, 2012
' ��
00 73 00 - 1
SUPPLEMENTARY CONDITIONS
Pa�e I of 6
1 SECTION 00 73 00
2 SUPPLEMENTARY CONDITIONS
3 TO
4 GENERAL CONDITIONS
5
6
7 Supplementary Conditions
8
9 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
10 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
11 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
12 of the General Conditions which are not so modified or supplemented remain in full force and effect.
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Defined Terms
The terms used in these Supplementary Conditions which are defined in the General Conditions have the
meaning assigned to them in the General Conditions, unless specifically noted herein.
Modifications and Supplements
The following are instructions that modify or supplement specific paragraphs in the General Conditions and
other Contract Documents.
SC-3.03B.2, "Resolving Discrepancies"
Plans govern over Specifications and Specifications shall govern over standard details.
SC-4.01 A
Easement ]imits shown on the Drawing are approximate and were provided to establish a basis for bidding.
Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the
Contract Drawings.
SC-4.O1A.1., "Availability of Lands"
The followin� is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
October ] 2, 2012:
Outstanding Right-Of-Way, and/or Easements to Se Acquired
PARCEL O WNER
NUMBER
TARGET DATE
OF POSSESSION
NONE
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
If Contractor considers the final easements provided to differ materially from the representations on the
Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
notify City in writin� associated with the differin� easement line ]ocations.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised October 12, 2012
2008 CIP Neighborhood Streets Project, Contract 9B
Project No. 01269
00 73 00 - 2
SUPPLEMENTARY CONDITIONS
Pa�e 2 of 6
1
2
3
4
5
6
7
SC-4.O1A.2, "Availability of Lands"
Utilities or obstructions to be removed, adjusted, and/or relocated
The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
as of October 12, 2012
EXPECTED UTILITY AND LOCATION
OWNER
TARGET DATE OF
ADJUSTMENT
NONE
8
9
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The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
SC-4.02A., "Subsurface and Physical Conditions"
The following are reports of explorations and tests of subsurface conditions at the site of the Work:
A Geotechnical Engineering Study , Pavement Design and Reconstruction, 2008 CIP Neighborhood Streets
Project, Contract 9B Streets, Fort Worth, Texas, Report No.BL-213338, dated October 12, 2009, prepared
by CMJ Engineering, Inc., a sub-consultant of URS Corporation, a consultant of the City, providing
additional information on subsurface conditions and concrete pavement desib .
The following are drawings of physical conditions in or relating to existing surface and subsurface
structures (except Underb ound Facilities) which are at or contiguous to the site of the Work: NONE
SC-4.06A., "Hazardous Environmental Conditions at Site"
The following are reports and drawings of existing hazardous environmental conditions known to the City:
NONE
SG5.03A., "Certificates of Insurance"
The entities listed below are "additional insureds as their interest may appear" including their respective
o�cers, directors, agents and employees.
(1) City
(2) Consultant: URS Corporation
(3) Other: NONE
SC-5.04A., "Contractor's Insurance"
The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the followin�
coverages for not less than the following amounts or greater where required by laws and regulations:
5.04A. Workers' Compensation, under Paragraph GG5.04A.
Statutory limits
Employer's liability
$100,000 each accidenUoccurrence
$100,000 Disease - each employee
$500,000 Disease - policy limit
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised October 12, 2012
2008 CIP Neighborhood Streets Project, Contract 9B
Project No. 01269
00 73 00 - 3
SUPPLEMENTARY CONDITIONS
Pace 3 of 6
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SC-5.04B., "Contractor's Insurance"
5.04B. Commercial General Liability, under Paragraph GG5.04B. Contractor's Liability Insurance
under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with
minimum limits of
$1,000,000 each occurrence
$2,000,000 aggre;ate ]imit
The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the
General Aggregate Limits apply separately to each job site.
The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's.
Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
SC 5.04C., "Contractor's Insurance"
5.04C. Automobile Liability, under Parab aph GC-5.04C. Contractor's Liability Insurance under
Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
(1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
defined as autos owned, hired and non-owned.
$1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
least:
$250,000 Bodily Injury per person /
$500,000 Bodily Injury per accident /
$100,000 Property Damage
SC-5.04D., "Contractor's Insurance"
The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
material deliveries to cross railroad properties and tracks.
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
Enhy AgreemenY' with the particular railroad company or companies involved, and to this end the
Contractor should satisfy itse]f 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.
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:
(1) Genera] Aggregate:
(2) Each Occurrence:
Required for this Contract
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised October 12, 2012
X Not required for this Contract
2008 CIP Neighborhood Streets Project, Contract 9B
Project No. 01269
00 73 00 - 4
SUPPLEMENTARY CONDITIONS
Pa�e 4 of 6
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With respect to the above outlined insurance requirements, the following shall govern:
l. 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 �rade 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 covera�e may be required, each in the amount stated above.
2. Where more than one railroad company is operatin� on the same ri�ht-of-way or where several
railroad companies are involved and operated on their own separate rights-of-way, the Contractor
may be required to provide separate insurance policies in the name of each railroad company.
3. If, in addition to a�-ade separation or an at-grade crossing, other work or activity is proposed on a
railroad company's ri�ht-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.
4. If no grade separation is involved but other work is proposed on a railroad company's right-of-
way, all such other work may be covered in a single policy for that rai]road, even thou�h the work
may be at two or more separate locations.
No work or activities on a railroad company's property to be performed by the Contractor shall be
commenced until the Contractor has furnished the City with an original policy or policies of the insurance
for each railroad company named, as required above. All such insurance must be approved by the City and
each affected Railroad Company prior to the Contractor's beginning work.
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 tTacks involved in the Project.
SC-6.04., "Project Schedule"
Project schedule shall be tier 3 for the project.
SC-6.07., °`Wage Rates"
The following is the prevailing wage rate table(s) applicable to this project and is provided in the
Appendixes:
2008 Prevailing Wage Rates Construction Industry, Wage Rate M&C_7-8-08.pdf
SC-6.09., "Permits and Utilities"
SC-6.09A., "Contractor obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
Temporary Right of Entry (Construct Driveway Approach)
Temporary Ri�ht of Entry (Construct Driveway Approach)
Temporary Right of Entry (Construct Driveway Approach)
Temporary Right of Entry (Construct Driveway Approach)
Temporary Right of Enhy (Construct Driveway Approach)
Temporary Ri�ht of Entry (Construct Driveway Approach)
Temporary Right of Entry (Construct Driveway Approach)
Temporary Right of Entry (Construct Driveway Approach)
1951 Lipscomb St.
80l W. Baltimore Ave.
1911 Lipscomb St.
2237 Warner Rd.
2238 Stanley Ave.
1501 S_ Henderson St.
1425 S. Henderson St.
1424 S. Adams St.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised October ] 2, 2012
2008 CIP Neishborhood Streets Project, Contract 9B
� Project No. 01269
00 73 00 - 5
SUPPLEMENTARY CONDITIONS
Page 5 of 6
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Temporary Right of Entry (Construct Driveway Approach)
Temporary Right of Entry (Construct Driveway Approach)
Temporary Right of Entry (Construct Driveway Approach)
Temporary Right of Entry (Construct Driveway Approach)
Temporary Right of Entry (Construct Driveway Approach)
Temporary Right of Entry (Construct Driveway Approach)
Temporary Right of Entry (Construct Driveway Approach)
Temporary Right of Entry (Construct Driveway Approach)
1500 S. Adams St.
1500 Washington Ave.
1424 Washington Ave.
1425 S. Adams St.
1501 S. Adams St.
1501 Washin;ton Ave.
1425 Washinton Ave.
1420 College Ave.
SC-6.09B. "City obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the City:
NONE
SC-6.09C. "Outstanding permits and licenses"
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of October 12,
2012:
Outstanding Permits and/or Licenses to Be Acqaired
OWNER PERMIT OR LICENSE AND LOCATION
NONE
SC-6.24B., NOT USED
SC-7.02., "Coordination"
TARGET DATE
OF POSSESSION
The individuals or entities ]isted below have contracts with the City for the performance of other work at
the Site:
Vendor Sco e of Work Coordination Authorit
NONE
SC-8.01, "Communications to Contractor"
Prior to initiating construction of Water Line "W-5", Contractor shall contact and coordinate with Gopal.
Sahu, P.E., City Water Department Field Operations and Productions staff as identified in project plans.
Prior to initiating construction of Water Line "W-6", Contractor shall contact and coordinate with Ms.
Susan Wade of Daggett Montessori Elementary School as identified in project plans.
SC-9.01., "City's Project Representative"
The following firm is a consultant to the City responsible for construction management ofthis Project:
NONE
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised October 12, 2012
2008 CIP Neighborhood Streets Project, Contract 9B
Project No. 01269
� _ .. . . . . . ..
007300-6
SUPPLEMENTARY CONDITIONS
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SC-13.03C., "Tests and Inspections"
NONE
SC-16.O1C.1, "Methods and Procedures"
NONE
SG17.06, "Clarifications"
PRE BID ITEM — 9999-0000 METER BOX ADJUSTMENT:
This item shall include raising or lowering an existing meter box to the parkway grade specified. No
payment will be made for existing boxes, which are within 0. ]' of specified parkway �rade. A unit
price bid per each has been assigned to this item (see Proposal). The assigned unit price will be full
payment for material including all labor, equipment, tools and incidentals necessary to complete the
work.
PRE BID ITEM — 9999-0001 UTILITY ADJUSTMENT:
This item is included for the basic purpose of establishing a contract price which will be comparable to
the final cost of making necessary adjustments required due to street improvements to water, sanitary
sewer and natural gas service lines and appurtenances where such service lines and appurtenances are
the property owner's responsibiliTy to maintain. An arbitrary figure has been placed in the Proposal;
however, this does not guarantee any payment for utility adjustments, neither does it confine utility
adjustments to the amount shown in the Proposal. It shall be the "Contractor" responsibility to provide
the services of a licensed plumber to make the utility adjustments determined necessary by the
ENGINEER_ Should the Contractor damage service lines due to his negligence, where such lines
would not have required adjustment or repair otherwise, the lines shall e repaired and adjusted by the
Contractor at the Contractor's expense. The payment to the Contractor for utility adjustments shall be
the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead
incurred by the Contractor in handling the utility adjustments.
PRE BID ITEM — 3291.0100 TOP SOIL:
The proposed quantities shown are calculated to provide topsoil4 to 6 inches in depth (compacted)
over the parkway area and do not include deeper than design depth behind the curb. The pay item is
intended to pay for topsoil that must be imported where suitable material is either not available on the
job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume
(full truck with sideboards up) tickets and material must meet City of Fort Worth standards for topsoil.
Only the volume imported will be paid for and may be substantially less than the proposal quantities
listed.
PRE BID ITEM — 3305.0111 VALVE BOX ADJUSTMENT:
Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The
water valves themselves will be adjusted by City of For Worth Department forces. A unit price bid for
each has been assigned to this item (see Proposal). The assigned unit price will be full payment for
materials including all labor, equipment, tools and incidentals necessary to complete the work_
PRE BID ITEM — 3305.0107 MANHOLE ADJUSTMENT. MINOR:
This item shall include adjusting the tops of existin� and/or proposed manholes to match proposed
grade as shown on the plans or as directed by the ENGINEER. Standard Specification Section No. 33
OS l4 shall apply. A unit price bid per each has been assigned to this item (see Proposal). The
assigned unit price will be full payment for material including all ]abor, equipment, tools and
incidentals necessary to complete the work.
PROJECT DESIGNATION SIGNS:
Project Designation signs are considered subsidiary to all other bid items. A minimum of two (2)
project designation signs are required for each street.
�
4.
.�
53 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised October 12, 2012
2008 CIP Neighborhood Streets Project, Contract 9B
Project No. 01269
4'
�
�
I
1
44"
61"
2
I
� �T � R`� H ,..
�4
3"
4'
3�� � Pro'ect Title
J ,��
82�� Fundin
g
' � 3,�
11,�
2
22�.
12"
y 1„
2
y 1„
2
R1" TYP.
Contractor:
Contractor's Name
- Questions on this Project Call: _
(817) 392 - XJOCX
After Hours Call: (817) 392 - XXJCX
FONTS:
FORT WORTH LOGO IN CHELTINGHAM BOLD
ALL OTHER LETTERING IN ARIAL BOLD
COLORS:
FORT WORTH - PMS 288 - BLUE
LONGHORN LOGO - PMS 725 - BROWN
LETTERING - PMS 288 - BLUE
BACKGROUND - WHITE
BORDER-BLUE
1 " TYP.
1„
2
12,�
1"
1"
_ 22..
NOTES:
IF APPLICABLE TO THE PROJECT,
CONTRACTOR SHALL OBTAIN VINYL
STICKER "CITY GAS LEASE REVENUE
IN ACTION" / LOGO AT CDR SIGN AND
ENGRAVING, 6311 EAST LANCASTER
AVE (817-451-4684), PEEL AND PLACE
IN FUNDING SECTION.
-�
PROJECT DESIGNATION SIGN
Division Ol — General Requirements
(THIS PAGE INTENTIONALLY LEFT BLANK)
oi >> oo-i
SUMMARY OF WORK
Page 1 of 3
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SECTION Ol 11 00
SUMMARY OF WORK
3 PART1- GENERAL
4 1.1 SUMMARY
5
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A. Section Includes:
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1 _ None.
C. Related Specification Sections include, but are not necessarily limited to"
l. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 l. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item_
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Work Covered by Contract Documents
l. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications_
B. Subsidiary Work
1_ Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items_
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised luly i, 20] ]
2008 CIP Neighborhood Streets Project, Contract 9B
Ciry Project No. 01269
O1 11 00-2
SUMMARY OF WORK
Page 2 of 3
I b_ Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property_
4 c_ If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D_ Work within Easements
9 1_ Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2_ Do not store equipment or material on private properly unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part ofthe project construction operations.
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4_ Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work_
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b_ Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work_
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment_
6_ Fence
a. Restore all fences encountered and removed during construction ofthe Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security_
c. The cost for all fence work associated with easements, including removal,
temporary closures and replacement, shall be subsidiary to the various items bid
in the project proposal, unless a bid item is specifically provided in the
proposal.
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised )uly 1, 2011
01 I100-3
SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIA.L SUBMITTALS [NOT USED]
5 1.9 QUALIT'Y ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE) CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED)
11
12
13
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUML-NTS City Project No. 01269
Revised Juty i, 201 I
(THIS PAGE INTENTIONALLY LEFT BLANK)
012500-1
SUBSTITUTION PROCEDURES
Page 1 of 4
1
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SECTION O1 25 00
SUBSTITUTION PROCEDURES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A_ Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specified by descriptive or performance criteria or
8 defined by reference to 1 or more of the following:
9 a. Name of manufacturer
10 b. Name of vendor
11 c. Trade name
12 d_ Catalog number
13 2. Substitutions are not "or-equals".
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C_ Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
18 2_ Division 1— General Requirements
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid.
22 No separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
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A_ Request for Substitution - General
1_ Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2_ Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or
catalog numbers.
a_ When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3_ Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a_ Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIF(CATION DOCUMENTS
Revised July 1, 2011
2008 CIP Neighborhood Streets Project, Contraci 9B
City Project No. 01269
012500-2
SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the City_
2 1.5 SUBMITTALS
3 A_ See Request for Substitution Form (attached)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only_
6 a_ After award of Contract
7 b_ Under the conditions stated herein
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2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c_ For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C_ Approval or Rejection
1_ Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent_
3_ In the event the substitution is approved, the resulting cost and/or time reduction
will be documented by Change Order in accordance with the General Conditions_
CITY OF FORT WORTH 2O08 CiP Nei�.hborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July I, 201 I
012500-3
SUBSTITUTION PROCEDURES
Page 3 of 4
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4. No additional contract time will be given for substitution.
5. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the City's opinion, acceptance will require substantial revision of the original
design
d. In the City's opinion, substitution will not perform adequately the function
consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USEDJ
I 1 1.8 MAINTENANCE MATERIA,L SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE
13 A. In making request for substitution or in using an approved product, the Contractor
14 represents that the Contractor:
15 1. Has investigated proposed product, and has determined that it is adequate or
16 superior in all respects to that specified, and that it will perform function for which
17 it is intended
18 2. Will provide same guarantee for substitute item as for product specified
19 3. Wil] coordinate installation of accepted substitution into Work, to include building
20 modifications if necessary, making such changes as may be required for Work to be
21 complete in all respects
22 4_ Waives all claims for additional costs related to substitution which subsequently
23 arise
24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
25 l.11 FIELD [SITE] CONDITIONS [NOT USED]
26 1.12 WA�RRANTY [NOT USED]
27 PART 2- PRODUCTS [NOT USED]
28 PART 3- EXECUTION [NOT USED]
29
30
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
31
CITY OF FORT WOR7'H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
01 25 00 - 4
SUBSTITUTION PROCEDURES
Page 4 of 4
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EXIIIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings andlor Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D_ Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item_
Submitted By_ For Use by City
Signature
as noted
Recommended Recommended
Firm
Address
Date
Telephone
Not recommended Received late
By
Date
Remarks
For Use by City
Approved
City
Date
Rej ected
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No_ 01269
Ol 31 19 - I
PRECONSTRUCTION MEETING
Pa�e 1 of 3
1
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3 PART1- GENERAL
SECTION Ol 31 19
PRECONSTRUCTION MEETING
4 1.1 SUIV][MAlL2Y
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1 _ None.
10
11
]2
13 1.2
C_ Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2_ Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
l4 A. Measurement and Payment
15 1_ Work associated with this Item is considered subsidiary to the various items bid_
16 No separate payment will be allowed for this Item_
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINTSTRATIVE REQUIREMENTS
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A. Coordination
l. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
sha]1 be qualified and authorized to act on behalf of the entity each represents.
3_ Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference_
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the execution of the
Agreement and before Work is started_
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shail include:
a. Project Representative
b. Contractor's project manager
c_ Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
C1TY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July I, 2011
01 31 19-2
PRECONSTRUCTION MEETING
Page 2 of 3
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e_ Other City representatives
f. Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section 01 32 16 and
provide at Preconstruction Meeting.
b_ City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting_
5. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j_ Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payroll Certification
n_ Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y_ Contractor Evaluation
z_ Special Conditions applicable to the project
aa_ Damages Claims
bb. Submittal Procedures -
cc. Substitution Procedures
dd_ Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. M/WBE procedures
hh. Final Acceptance
ii. Final Payment
jj_ Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS
Revised July i, 2011
2008 CIP Neighborhood SVeets Project, Contract 9B
City Project No. 01269
01 31 19 - 3
PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRA.NTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN7'S
Revised July ], 2011
2008 CIP Nei�hborhood Streets Project, Contract 9B
City Project No. 01269
(THIS PAGE INTENTIONALLY LEFT BLANK)
01 31 20 - I
PROJECT MEET[NGS
Page 1 of 3
1
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4 PART1- GENERAL
5 1.1 SUMMARY
SECTION Ol 31 20
PROJECT MEETINGS
6 A. Section Includes:
7 l. Provisions for project meetings throughout the construction period to enable orderly
8 review of the progress of the Work and to provide for systematic discussion of
9 potential problems
10 B. Deviations this City of Fort Worth Standard Specification
11 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 Contract
14 2. Division 1— General Requirements
15 1.2 PRICE AND PAYMENT PROCEDURES
16 A. Measurement and Payment
17 l. 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
21 A. Coordination
22 1. Schedule, attend and administer as specified, periodic progress meetings, and
23 specially called meetings throughout progress of the Work.
24 2. Representatives of Contractor, subcontractors and suppliers attending meetings
25 shall be qualified and authorized to act on behalf of the entity each represents.
26 3. Meetings administered by City may be tape recorded.
27 a. If recorded, tapes will be used to prepare minutes and retained by City for
28 future reference.
29 4. Meetings, in addition to those specified in this Section, may be held when requested
30 by the City, Engineer or Contractor_
3l B. Pre-Construction Neighborhood Meeting
32 1. After the execution of the Agreement, but before construction is allowed to begin,
33 attend 1 Public Meeting with affected residents to:
34 a_ Present projected schedule, including construction start date
35 b. Answer any construction related questions
36 2. Meeting Location
37 a. Location of ineeting to be determined by the City.
38 3. Attendees
CITY OF FORT WORTH 2O08 C1P Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised luly 1, 2011
013120-2
PROJECT MEETINGS
Page 2 of 3
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a. Contractor
b. Project Representative
c. Other City representatives
4. Meeting Schedule
a. In general, the neighborhood meeting will occur within the 2 weeks following
the pre-construction conference.
b. In no case will construction be allowed to begin until this meeting is held.
C_ Progress Meetings
1. Formal project coordination meetings will be held periodically. Meetings will be
scheduled and administered by Project Representative.
2. Additional progress meetings to discuss specific topics will be conducted on an as-
needed basis. Such additional meetings shall include, but not be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
c_ Coordination between other construction projects
d_ Resolution of construction issues
e_ Equipment approval
3_ The Project Representative will preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all participants who so request by
fully completing the attendance form to be circulated at the beginning of each
meeting_
4_ Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c_ Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e_ City's representatives
f. Others, as requested by the Project Representative
5. Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b_ Field observations, problems, conflicts
c_ Items which impede construction schedule
d. Review of off=site fabrication, delivery schedules
e_ Review of construction interfacing and sequencing requirements with other
construction contracts
f Corrective measures and procedures to regain projected schedule
g. Revisions to construction schedule
h. Progress, schedule, during succeeding Work period
i_ Coordination of schedules
j. Review submittal schedules
k_ Maintenance of quality standards
1_ Pending changes and substitutions
m_ Review proposed changes for:
1) Effect on construction schedule and on completion date
2) Effect on other contracts ofthe Project
n. Review Record Documents
o. Review monthly pay request
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised luly 1, 2011
2008 CIP Neighborhood Streeu Project, Contract 9B
City Project No. 01269
013120-3
PROJECT MEETINGS
Page 3 of 3
1 p. Review status of Requests for Infonnation
2 6. Meeting Schedule
3 a_ Progress meetings will be held periodically as determined by the Project
4 Representative.
5 1) Additional meetings may be held at the request of the:
6 a) City
7 b) Engineer
8 c) Contractor
9 7. Meeting Location
10 a. The City will establish a meeting location.
11 1) To the extent practicable, meetings will be held at the Site.
12 1.5 SUBMITTALS [NOT USED)
13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBNIITTALS [NOT USED]
14 1.7 CLOSEOUT SUSNIITTALS [NOT USED]
15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
16 1.9 QUALTTY ASSURANCE [NOT USED]
17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
18 1.11 FIELD [SITE] CONDITIONS [NOT USED]
19 1.12 WA][2RANTY [NOT USED]
20 PART 2- PRODUCTS [NOT USED]
21 PART 3- EXECUTION [NOT USED]
22
23
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
24
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised Ju1y l, 2011
(THIS PAGE INTENTIONALLY LEFT BLANK)
OI3216-1
CONSTRUCTION PROGRESS SCHEDULE
Page 1 of 5
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4 1.1 SUMMARY
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SECTION Ol 32 16
CONSTRUCTION PROGRESS SCHEDULE
A_ Section Includes:
1. General requirements for the preparation, submittal, updating, status reporting and
management of the Construction Progress Schedule
2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
Document
B. Deviations from this City of Fort Worth Standard Specification
l. None_
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1_ Work associated with this Item is considered subsidiary to the various items bid_
No separate payment will be allowed for this Item.
REFERENCES
A. Definitions
1. Schedule Tiers
a. Tier 1- No schedule submittal required by contract. Small, brief duration
projects
b. Tier 2- No schedule submittal required by contract, but will require some
milestone dates. Small, brief duration projects
c. Tier 3- Schedule submittal required by contract as described in the
Specification and herein. Majority of City projects, including all bond program
projects
d_ Tier 4- Schedule submittal required by contract as described in the
Specification and herein. Large and/or complex projects with long durations
1) Examples: large water pump station project and associated pipeline with
interconnection to another governmental entity
e_ Tier 5- Schedule submittal required by contract as described in the
Specification and herein. Large and/or very complex projects with long
durations, high public visibility
1) Examples might include a water or wastewater treatment plant
2. Baseline Schedule - Initial schedule submitted before work begins that will serve
as the baseline for measuring progress and departures from the schedule.
3_ Progress Schedule - Monthly submittal of a progress schedule documenting
progress on the project and any changes anticipated.
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN?S Ciry Project No. 01269
Revised July I; 201I
013216-2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 5
1 4_ Schedule Narrative - Concise narrative of the schedule including schedule
2 changes, expected delays, key schedule issues, critical path items, etc
3 B. Reference Standards
4 1_ City of Fort Worth Schedule Guidance Document
5 1.4 ADNIINISTRATIVE REQUIltEMENTS
6 A_ Baseline Schedule
7 l. General
8 a. Prepare a cost-loaded baseline Schedule using approved software and the
9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule
10 Guidance Document_
11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
12 understanding of the work to be performed and known issues and constraints
13 related to the schedule.
14 c. Designate an authorized representative (Project Scheduler) responsible for
15 developing and updating the schedule and preparing reports.
16
17
18
19
B_ Progress Schedule
1_ Update the progress Schedule monthly as required in the City of Fort Worth
Schedule Guidance Document_
2. Prepare the Schedule Narrative to accompany the monthly progress Schedule_
20 3. Change Orders
21 a. Incorporate approved change orders, resulting in a change of contract time, in
22 the baseline Schedule in accordance with City of Fort Worth Schedule
23 Guidance Document.
24 C. Responsibility for Schedule Compliance
25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status
26 Report that delays to the critical path have resulted and the Contract completion
2� date wi11 not be met, or when so directed by the City, make some or all of the
28 following actions at no additional cost to the City
29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
30 outlining:
31 1) A written statement of the steps intended to take to remove or arrest the
32 delay to the critical path in the approved schedule
33 2) Increase construction manpower in such quantities and crafts as will
34 substantially eliminate the backlog of work and return current Schedule to
35 meet projected baseline completion dates
36 3) Increase the number of working hours per shift, shifts per day, working
37 days per week, the amount of construction equipment, or any combination
38 of the foregoing, sufficiently to substantially eliminate the backlog of work
39 4) Reschedule activities to achieve ma�cimum practical concurrency of
40 accomplishment of activities, and comply with the revised schedule
41 2. If no written statement of the steps intended to take is submitted when so requested
42 by the City, the City may direct the Contractor to increase the level of efFort in
43 manpower (trades), equipment and work schedule (overtime, weekend and holiday
44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay
45 to the critical path in the approved schedule.
46 a. No additional cost for such work will be considered.
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised Juty ], 2011
Ol 32 16 - 3
CONSTRUCTION PROGRESS SCHEDULE
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D. The Contract completion time will be adjusted only for causes specified in this
Contract.
a. Requests for an extension of any Contract completion date must be
supplemented with the following:
1) Furnish justification and supporting evidence as the City may deem
necessary to determine whether the requested extension of time is entitled
under the provisions of this Contract.
a) The City will, after receipt of such justification and supporting
evidence, make findings of fact and will advise the Contractor, in
writing thereof.
2) If the City finds that the requested extension of time is entitled, the City's
determination as to the total number of days allowed for the extensions
shall be based upon the approved total baseline schedule and on all data
relevantto the extension.
a) Such data shall be included in the next updating of the Progress
schedule.
b) Actual delays in activities which, according to the Baseline schedule,
do not affect any Contract completion date shown by the critical path in
the network will not be the basis for a change therein.
2_ Submit each request for change in Contract completion date to the City within 30
days after the beginning of the delay for which a time extension is requested but
before the date of final payment under this Contract_
a. No time extension will be granted for requests which are not submitted within
the foregoing time limit.
b. From time to time, it may be necessary for the Contract schedule or completion
time to be adjusted by the City to reflect the effects of job conditions, weather,
technical difficulties, strikes, unavoidable delays on the part of the City or its
representatives, and other unforeseeable conditions which may indicate
schedule adjustments or completion time extensions.
1) Under such conditions, the City will direct the Contractor to reschedule the
work or Contract completion time to reflect the changed conditions and the
Contractor shall revise his schedule accordingly.
a) No additional compensation will be made to the Contractor for such
schedule changes except for unavoidable overall contract time
extensions beyond the actual completion of unaffected work, in which
case the Contractor shall take all possible action to minimize any time
extension and any additional cost to the City.
b) Available float time in the Baseline schedule may be used by the City
as well as by the Contractor_
3. Float or slack time is defined as the amount of time between the earliest start date
and the latest start date or between the earliest finish date and the latest fnish date
of a chain of activities on the Baseline Schedule.
a_ Float or slack time is not for the exclusive use or benefit of either the
Contractor or the City.
b. Proceed with work according to early start dates, and the City shall have the
right to reserve and apportion float time according to the needs of the project_
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised luly 1, 2011
2008 C1P Neighborhood Streets Project, Contract 9B
City Project No. 01269
013216-4
CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 5
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c. Acknowledge and agree that actual delays, affecting paths of activities
containing float time, will not have any effect upon contract completion times,
providing that the actual delay does not exceed the float time associated with
those activities_
E. Coordinating Schedule with Other Contract Schedules
1. Where work is to be performed under this Contract concurrently with or contingent
upon work perFormed on the same facilities or area under other contracts, the
Baseline Schedule shall be coordinated with the schedules of the other contracts.
a. Obtain the schedules of the other appropriate contracts from the City for the
preparation and updating of Baseline schedule and make the required changes
in his schedule when indicated by changes in corresponding schedules_
2_ In case of interference between the operations of different contractors, the City will
determine the work priority of each contractor and the sequence of work necessary
to expedite the completion of the entire Project.
a_ In such cases, the decision of the City shall be accepted as final.
b. The temporary delay of any work due to such circumstances shall not be
considered as justification for claims for additional compensation.
18 1.5 SUBMITTALS
19 A. Baseline Schedule
20
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22
23
24
25
1. Submit Schedule in native file format and pdf format as required in the City of Fort
Worth Schedule Guidance Document.
a. Native file format includes:
1) Primavera (P6 or Primavera Contractor)
2_ Submit draft baseline Schedule to CiTy prior to the pre-construction meeting and
bring in hard copy to the meeting for review and discussion_
26 B. Progress Schedule
27 1. Submit progress Schedule in native file format and pdf format as required in the
28 City of Fort Worth Schedule Guidance Document_
29 2. Submit progress Schedule monthly no later than the last day of the month_
30
31
32
33
34
C_ Schedule Narrative
1_ Submit the schedule narrative in pdf format as required in the City of Fort Worth
Schedule Guidance Document.
2_ Submit schedule narrative monthly no later than the last day of the month_
D. Submittal Process
35 1_ The City administers and manages schedules through Buzzsaw.
36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule
37 Guidance Document.
38 3_ Once the project has been completed and Final Acceptance has been issued by the
39 City, no further progress schedules are required_
CITY OF FORT WORTH 2O08 CIP Nei�,hborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July 1, 201 I
013216-5
CONSTRUCTIONPROGRESSSCHEDULE
Page 5 of 5
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
5 A_ The person preparing and revising the construction Progress Schedule shall be
6 experienced in the preparation of schedules of similar complexity_
7 B. Schedule and supporting documents addressed in this Specification shall be prepared,
8 updated and revised to accurately reflect the performance of the construction.
9 C_ Contractor is responsible for the quality of all submittals in this section meeting the
10 standard of care for the construction industry for similar projects_
11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
12 1.11 FIELD [SITE� CONDITIONS [NOT USED]
13 1.12 WA�RRANTY [NOT USED]
14 PART 2- PRODUCTS [NOT USED]
15 PART 3- EXECUTION [NOT USED]
16
17
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
18
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT(ON DOCUMENTS
Revised July l, 201 I
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
(THIS PAGE INTENTIONALLY LEFT BLANK)
O1 32 33 - I
PRECONSTRUCTION VIDEO
Page 1 of 2
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SECTION 0132 33
PRECONSTRUCTION VIDEO
3 PART1- GENERAL
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1.1 SITMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2_ Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid_
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. 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 SUSMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORA,GE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
33 PART 2- PRODUCTS [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
Ciry Project No. 01269
O1 32 33 - 2
PRECONSTRUCTION VIDEO
Page 2 of 2
PA.RT 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July 1, 201 l
013300-I
SUBMITTALS
Page 1 of 8
l
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SECTION Ol 33 00
SUBMITTALS
3 PART1- GENERAL
4 l.l SUMMARY
5
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A. Section Includes:
1_ General methods and requirements of submissions applicable to the following
Work-related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessazily 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
18 A. Measurement and Payment
19 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 REQUIlZEMENTS
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A. Coordination
1_ Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal su�ciently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
fl Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
2008 CiP Neighborhood Streets Proiect, Contract 9B
Ciry Project No. 01269
01 33 00 - 2
SUBMITTALS
Page 2 of 8
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d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B_ Submittal Numbering
1_ When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number_
c_ Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.)_ A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
21 1. Review shop drawings, product data and samples, including those by
22 subcontractors, prior to submission to determine and verify the following:
23 a. Field measurements
24 b. Field construction criteria
25 c. Catalog numbers and similar data
26 d. Conformance with the Contract Documents
27 2_ Provide each shop drawing, sample and product data submitted by the Contractor
28 with a Certification Statement affixed including:
29 a. The Contractor's Company name
30 b. Signature of submittal reviewer
31 c. Certification Statement
32 1) "By this submittal, I hereby represent that I have determined and verified
33 field measurements, field construction criteria, materials, dimensions,
34 catalog numbers and similar data and I have checked and coordinated each
35 item with other applicable approved shop drawings."
36
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44
45
46
D_ Submittal Format
1_ Fold shop drawings larger than 8'/z inches x 11 inches to 8'h inches x 11 inches_
2. Bind shop drawings and product data sheets together_
3 _ Order
a. Cover Sheet
1) Description of Packet
Z) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples ICalculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH 2O08 CIP Neighborhood Streeu Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July 1, 2011
013300-3
SUBMITTALS
Page 3 of 8
1 2_ The Project title and number
2 3. Contractor identification
3 4. The names of
4 a. Contractor
5 b. Supplier
6 c. Manufacturer
7 5. Identification of the product, with the Specification Section number, page and
8 paragraph(s)
9 6. Field dimensions, clearly identified as such
10 7_ Relation to adjacent or critical features of the Work or materials
11 8. Applicable standards, such as ASTM or Federal Specification numbers
12 9. Identification by highlighting of deviations from Contract Documents
13 10. Identification by highlighting of revisions on resubmittals
14 11. An 8-inch x 3-inch blank space for Contractor and City stamps
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F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b_ Scheduled information
c. Setting diagrams
d_ Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individua] system or equipment inspection and test reports including:
1) Performance curves and certifications
i_ As applicable to the Work
2. Details
a_ Relation of the various parts to the main members and lines of the structure
b. Where conect fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City's Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City's Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. OI269
O 1 33 00 - 4
SUBMITTALS
Page 4 of 8
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7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a_ Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 l. Fabrication performed, materials purchased or on-site construction accomplished
21 which does not conform to approved shop drawings and data is at the Contractor's
22 risk_
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2_ The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3_ Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Disiribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting_
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July l, 20ll
013300-5
SUBMITTALS
Pa�e 5 of 8
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a_ Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c_ Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b_ Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
1
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFlCAT10N DOCUMENTS
Revised July l, 20] 1
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
013300-6
SUBMITTALS
Page 6 of 8
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1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product_
c. Code 3
1) 'BXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product_
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c) Resubmittal is to be received by the City within I S calendar days of the
date of the City's transmittal requiring the resubmittaI_
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance_
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents_
6. Resubmittals
a_ Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b_ Submittals for each item will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then prevailing rates_
2} Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time_
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted_
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete_
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the City at least 7 Working Days prior to release for
manufacture.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised luly I, 201 I
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
013300-?
SUBMITTALS
Page 7 of 8
1 9. When the shop drawings have been completed to the satisfaction of the City, the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except upon written instructions from the City.
4 10. Each submittal, appropriately coded, will be returned within 30 calendar days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up units as specified in individual Sections, include, but are not necessarily
8 limited to, complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the completion of the Work or when directed.
] 0 M. Qualifications
11 1. If specifically required in other Sections of these Specifications, submit a P.E.
12 Certification for each item required.
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N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Use the Request for Information (RFI) form provided by the City.
3. Numbering of RFI
a. Prefix with "RFI" followed by series number, "-xxx", beginning with "O1" and
increasing sequentially with each additional transmittal.
4. Sufficient information shall be attached to permit a written response without further
information.
5. The City will log each request and will review the request.
a. If review of the project information request indicates that a change to the
Contract Documents is required, the City will issue a Field Order or Change
Order, as appropriate.
CITY OF FORT WORTH 2O08 CIP Neishborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS � City Project No. 01269
Revised July i, 2011
013300-8
SUBMITTALS
Pa�e 8 of 8
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSLTRANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11
12
��l�l �Z�l_a7.� x� y [�]�l
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised .luly l, 201 ]
013j13-1
SPECIAL PRO.IECT PROCEDURES
Page 1 of 3
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3 PART1- GENERAL
4 1.1 SUMMARY
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SECTION Ol 35 13
SPECIAL PROJECT PROCEDURES
A. Section Includes:
1. The procedures for special project circumstances that includes, but is not limited to:
a. Coordination with the Texas Department of Transportation
b. Work near High Voltage Lines
c. Confined Space Entry Program
d. Air Pollution Watch Days
e. Use of Explosives, Drop Weight, Etc.
f. Water Department Notification
g. Public Notification Prior to Beginning Construction
h. Coordination with United States Army Corps of Engineers
i. Coordination within Railroad permits areas
j. Dust Control
k. Employee Parking
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 33 12 25 — Connection to Existing Water Mains
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Coordination within Railroad permit areas
a. Measurement
1) Measurement for this Item will be by lump sum.
b. Payment
1) The work performed and materials furnished in accordance with this Item
will be paid for at the lump sum price bid for Railroad Coordination.
c. The price bid shall include:
1) Mobilization
2) Inspection
3) Safety training
4) AdditionalInsurance
5) Insurance Certificates
6) Other requirements associated with general coordination with Railroad,
including additional employees required to protect the right-of-way and
property of the Railroad from damage arising out of and/ar from the
construction of the Project.
2. Railroad Flagmen
CITY OF FORT WORTH 2O08 C]P Nei�hborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS � City Proiec[ No. 01269
Revised [Insert Revision Date]
013513-2
SPECIAL PROJECT PROCEDURES
Page 2 of 8
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a. Measurement
1) Measurement for this Item wi I1 be per working day.
b. Payment
1) The work performed and materials furnished in accordance with this Item
will be paid for each working day that Railroad Flagmen are present at the
Site .
c. The price bid shall include:
1) Coordination for scheduling flagmen
2) Flagmen
3) Other requirements associated with Railroad
3. All other items
a. Work associated with these Items is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
14 1.3 REFERENCES
15 A. Reference Standards
16 1. Reference standards cited in this Specification refer to the current reference
17 standard published at the time of the latest revision date logged at the end of this
18 Specification, unless a date is specifically cited.
19 2. North Central Texas Council of Governments (NCTCOG) — Clean Construction
20 Specification
21 1.4 ADMINISTRATIVE REQUIl2EMENTS
22 A. Coordination with the Texas Department of Transportation
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1_ When work in the right-of-way which is under the jurisdiction of the Texas
Department of Transportation (T�OT):
a_ Notify the Texas Department of Transportation prior to commencing any work
therein in accordance with the provisions ofthe permit
b. All work performed in the T�OT right-of-way shall be performed in
compliance with and subject to approval from the Texas Department of
Transportation
B. Work near High Voltage Lines
1. Warning sign
a. Provide sib of sufficient size meeting all OSHA requirements_
2. Equipment operating within 10 feet of high voltage lines will require the following
safety features
a. Insulating cage-type of guard about the boom or arm
b. Insulator links on the lift hook connections for back hoes or dippers
c. Equipment must meet the safety requirements as set forth by OSHA and the
safety requirements of the owner of the high voltage lines
3. Work within 6 feet of high voltage electric lines
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate ]og of all sucll calls to power company and record
action taken in each case_
b. Coordination with power company
1) After notification coordinate witl� the power company to:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEGFICATION DOCUMENTS
Revised [Insert Revision Date]
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
013513-3
SPECIAL PROJECT PROCEDURES
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a) Erect temporary mechanical barriers, de-energize the lines, or raise or
lower the lines
c. No personnel may work within 6 feet of a high voltage line before the above
requirements have been met.
Confined Space Entry Program
1. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b_ All other confined spaces in accordance with OSHA's Permit Required for
Confined Spaces
Air Pollution Watch Days
1. General
a. Observe the following guidelines relating to working on City construction sites
on days designated as "AIR POLLUTION WATCH DAYS".
b. Typical Ozone Season
1) May 1 through October 31.
c. Critical Emission Time
1) 6:00 a.m. to 10:00 a.m.
2. Watch Days
a. The Texas Commission on Environmental Quality (TCEQ), in coordination
with the National Weather Service, will issue the Air Pollution Watch by 3:00
p.m. on the afternoon prior to the WATCH day.
b. Requirements
1) Begin work after 10:00 a.m. whenever construction phasing requires the
use of motorized equipment for periods in excess of 1 hour.
2) However, the Contractor may begin work prior to 10:00 a_m. if:
a) Use of motorized equipment is less than 1 hour, or
b) If equipment is new and certified by EPA as "Low Emitting", or
equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or
alternative fuels such as CNG.
E. Use of Explosives, Drop Weight, Etc.
l. When Contract Documents permit on the project the following will apply:
a. Public Notification
1) Submit notice to Ciiy and proof of adequate insurance coverage, 24 hours
prior to commencing.
2) Minimum 24 hour public notification in accordance with Section O1 31 13
F. Water Department Coordination
1. During the construction of this project, it will be necessary to deactivate, for a
period of time, existing lines. The Contractor shall be required to coordinate with
the Water Department to determine the best times for deactivating and activating
those lines.
2. Coordinate any event that will require connecting to or the operation of an existing
City water line system with the City's representative.
a. Coordination shall be in accordance with Section 33 12 25.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised [Insert Revision Date]
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
01 35 13 -4
SPECIAL PROJECT PROCEDURES
Page 4 of 8
1 b. If needed, obtain a hydrant water meter from the Water Department for use
2 during the life of named project.
3 c. In the event that a water valve on an existing live system be turned off and on
4 to accommodate the construction of the project is required, coordinate this
5 activity through the appropriate City representative.
6 1) Do not operate water line valves of existing water system.
7 a) Failure to comply will render tl�e Contractor in violation of Texas Pena1
8 Code Title 7, Chapter 28.03 (Criminal Mischiefl and the Contractor
9 will be prosecuted to the full extent of the law.
10 b) In addition, the Contractor wil] assume all liabilities and
I 1 responsibilities as a result of these actions.
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G. Public Notification Prior to Beginning Construction
1_ Prior to beginning construction on any block in the project, on a block by block
basis, prepare and deliver a notice or flyer of the pending construction to the front
door of each residence or business that will be impacted by construction. The notice
shall be prepared as follows:
a. Post notice or flyer 7 days prior to beginning any construction activity on each
block in the project area_
1) Prepare flyer on the Contractor's letterhead and include the following
information:
a) Name of Project
b) City Project No (CPN)
c) Scope of Project (i.e. type of construction activity)
d) Actual construction duration within the block
e) Name of the contractor's foreman and phone number
fl Name of the City's inspector and phone number
g) City's after-hours phone number
2) A sample of the `pre-construction notification' flyer is attached as E�ibit
A.
3) Submit schedule showing the construction start and finish time for each
block of the project to the inspector.
4) Deliver flyer to the City Inspector for review prior to distribution.
b. No construction will be allowed to begin on any block unti] the flyer is
delivered to all residents of the block.
H. Public Notification of Temporary Water Service Interruption during Construction
1. In the event it becomes necessary to temporarily shut down water service to
residents or businesses during construction, prepare and deliver a notice or flyer of
the pending interruption to the front door of each affected resident.
2_ Prepared notice as follows:
a. The notification or flyer shall be posted 24 hours prior to the temporary
mterrupt�on.
b. Prepare flyer on the contractor's letterhead and include the following
information:
1) Name of the project
2) City Project Number
3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the contractor's foreman and phone number
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS City Project No. 01269
Revised [Insert Revision Date]
O135I3-�
SPECIAL PROJECT PROCEDURES
Page 5 of 8
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6) Name of the City's inspector and phone number
c. A sample of the temporary water service interruption notification is attached as
Exhibit B.
d. Deliver a copy of the temporary interruption notification to the City inspector
for review prior to being distributed.
e. No interruption of water service can occur until the flyer has been delivered to
all affected residents and businesses.
f. Electronic versions of the sample flyers can be obtained from the Project
Construction Inspector.
I. Coordination with United States Anny Corps of Engineers (USACE)
l. At locations in the Project where construction activities occur in areas where
USACE permits are required, meet al] requirements set forth in each designated
permit.
J. Coordination within Railroad Permit Areas
1. At locations in the project where construction activities occur in areas where
railroad permits are required, meet all requirements set forth in each designated
railroad permit. This includes, but is not limited to, provisions for:
a. Flagmen
b. Inspectors
c_ Safety training
d_ Additional insurance
e. Insurance certificates
f. Other employees required to protect the right-of-way and properly of the
Railroad Company from damage arising out of and/or from the construction of
the project. Proper utility clearance procedures shall be used in accordance
with the permit guidelines.
2. Obtain any supplemental information needed to comply with the railroad's
requirements.
3. Railroad Flagmen
a. Submit receipts to City for verification of working days that railroad flagmen
were personnel were present on Site.
32 K. Dust Control
33 1. Use acceptable measures to control dust at the Site.
34 a. If water is used to control dust, capture and properly dispose of waste water.
35 b. If wet saw cutting is performed, capture and properly dispose of slurry.
36 L. Employee Parking
37 1. Provide parking for employees at locations approved by the City.
38 M. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
39 Construction Specification [if required for tlle project — verify with City]
40 l. Comply with equipment, operational, reporting and enforcement requirements set
41 forth in NCTCOG's Clean Construction Specification.}
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Proiect, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised [Insert Revision Date]
01 35 13 - 6
SPECIAL PROJECT PROCEDURES
Page 6 of 8
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 l.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
July 2011
13
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. O1269
Revised []nsen Revision Date)
01 35 13 - �
SPECIAL PROJECT PROCEDURES
Page 7 of 8
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6 Date:
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8 CPN No.:
9 Project Name:
lo Mapsco Location:
i l Limits of Construction:
12
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EXHIBIT A
(To be printed on Contractor's Letterhead)
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17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WI�L WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
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21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
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28 Mr. <CONTRACTOR°S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
37
C1TY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised [Insert Revision Date]
O1 35 ]3 -8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
0
2
19):/ i1_I: � �:3
FORT WORTH
Detc
DOE HO. XX7CX
Project tlame:
ri0?ICE OF TEMPORARY WA?ER SERVICE
II�ITERRLIPTIOI�I
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT TAIS SFiUT-OUT, PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDEN7� (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
TAIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
TFIANK YOU,
CONTRAC'FOR
3
4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC]FICATION DOCUMENTS
Revised [Insert Revision Date]
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
014523-I
TESTING AND INSPECTION SERVICES
Page I of 2
l
2
SECTION Ol 45 23
TESTING AND INSPECTION SERVICES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 l. Testing and inspection services procedures and coordination
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 a. Contractor is responsible for performing, coordinating, and payment of all
17 Quality Control testing.
18 b. City is responsible for performing and payment for first set of Quality
19 Assurance testing.
20 1) If the first Quality Assurance test performed by the City fails, the
21 Contractor is responsible for payment of subsequent Quality Assurance
22 testing until a passing test occurs.
2; a) Final acceptance wili not be issued by City until all required payments
24 for testing by Contractor have been paid in full.
25 1.3 REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by
the City.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
Ciry Project No. 01269
014523-2
TESTING AND INSPECTION SERVICES
Page 2 of 2
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2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
15 B_ Inspection
16 I. Inspection or lack of inspection does not relieve the Contractor from obligation to
17 perform work in accordance with the Contract Documents.
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBNIITTALS [NOT USED]
20 1.7 CLOSEOUT SUEMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY, STORAGE, AND �IANDLING [NOT USED]
24
25
26
1.11 FIELD [SITE] CONDITIONS [NOT USEDJ
1.12 WA.RRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
27 PART 3- EXECUTION [NOT USED]
28
29
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
30
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 20] ]
2008 CIP Neighborhood Streets Project, Contract 9B
City Proiect No. 01269
o� so oo- �
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
l
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SECTION O1 50 00
TEMPORARY FACILITIES AND CONTROLS
3 PARTl- GENERAL
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IS
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1.1 SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary uti]ities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
l. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USEDJ
1.4 ADIVIINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
o� s000-z
TEMPORARY FACILITIES AND CONTROLS
Pa�e 2 of4
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d. Contractor Payment for Construction Water
1) Obtain construction water meter from Gity for payment as billed by City's
established rates.
3_ Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4_ Telephone
a. Provide emergency telephone service at Site for use by Contractor personne]
and others performing work or furnishing services at Site.
5. Temporary Heat and Venti]ation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions_
] 6 B. Sanitary Facilities
17 1_ Provide and maintain sanitary facilities for persons on Site.
18 a. Comply with regulations of State and local departments of health.
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2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a_ Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockab]e doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
42 D. Temporary Fencing
43 1. Provide and maintain for the duration or construction when required in contract
44 documents
45 E. Dust Control
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised .luly l, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
1
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Oi 5000-3
TEMPORARY FACILITIES AND CONTROLS
Pa�e 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUENIITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSUI2ANCE [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]
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 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR] / [RESTORATION]
25 3.6 RE-INSTALLATION
26 3.7 FIELD [ou] 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 ACTIVITIES
31 A. Temporary Facilities
CITY OF FORT WORTH 2O08 CIP Nei�hborhood Streets Project, Contract 9S
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July 1, 2011
01 50 00 - 4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 1. Remove all temporary facilities and restore area after completion of the Work, to a
2 condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
�1
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July I, 20l ]
01 55 26 - 1
STREET USE PERMIT AND MOD1F]CATIONS TO TRAFFIC CONTROL
Page 1 of 3
1
2
SECTION Ol 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1- GENERAL
4 l.l SUMMARY
5
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IS
16
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— Genera] Requirements
3. Section 34 71 13 — Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Tra�c Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic conirol plans are not included in the Drawings, prepare tra�c
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Tra�c Control Plans to City
Transportation and Public Works Department.
CITY OF FORT WORTH 2O08 CIP Nei�hborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July 1, 2011
Oi 5526-2
STREET USE PERMIT AND MOD]FICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1
2
3
1) Al]ow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Contro] plans for
Street Use Permit, such that construction is not delayed.
4 C_ Modification to Approved Traffic Control
5 1. Prior to instal lation traffic control:
6 a. Submit revised tra�c control plans to City Department Transportation and
7 Public Works Department.
8 1) Revise Traffic Control plans in accordance with Section 34 71 13.
9 2) Allow minimum 5 working days for review of revised Traffic Control.
10 3) It is the Contractor's responsibility to coordinate review of Traffic Control
11 plans for Street Use Permit, such that construction is not delayed.
12 D_ Removal of Street Sign
13 1. If it is determined that a street sign must be removed for construction, then contact
14 City Transportation and Public Works Department, Signs and Markings Division to
15 remove the sib .
16
17
18
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25
E. Temporary Signage
1_ In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MtJTCD).
2. Install te�nporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Deparhnent, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUEMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS (NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32
33
l.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
34 PART 2- PRODUCTS [NOT USED]
35 PART 3- EXECUTION [NOT USED]
36 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
O15526-3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
0
Revision Log
DATE NAME SUMMARY OF CHANGE
�
CITY OF FORT WORTH
STANDARD CONSTRllCTION SPECIFICATION DOCUMENTS
Revised July I, 201 l
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
(THIS PAGE INTENTIONALLY LEFT BLANK)
O] 5713-1
STORM WATER POLLUTION PREVENTION
Page 1 of 3
1
2
SECTION O1 57 13
STORM WATER POLLUTION PREVENTION
3 PARTl- GENERAL
4
5
6
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8
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10
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IS
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3'7
1.1 SUMMARY
A. Section Includes:
1. Procedures for Stonn Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 31 25 00 — Erosion and Sediment Contro]
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a_ Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July 1, 201 ]
01 57 13 - 2
STORM WATER POLLU7ION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
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1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings �
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to Ciiy Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41
42
43
44
45
46
47
A. SWPPP
Submit in accordance with Section O1 33 00, except as stated herein_
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Deparhnent of
Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
01 57 13 - 3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
1 B. Modified SWPPP
2 l. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section O1 33 00.
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 ASSUItANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WA.ItRANTY [NOT USED]
11 PART 2- PRODUCTS (NOT USED]
12 PART 3- EXECUTION [NOT USED]
13 .
14
IS
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
2008 C1P Neighborhood Streets Project, Contract 9B
City Proiect No. 01269
(THIS PAGE INTENTIONALLY LEFT BLANK)
015813-I
TEMPORARY PRO.IECT SIGNAGE
Page I of 3
1
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SECTION Ol 58 13
TEMPORARY PROJECT SIGNAGE
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 l. Temporary Project Signage Requirements
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
I S No separate payment will be allowed for this Item_
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SLTSMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USEDJ
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS
27 2.1 OWNER-FURNISHED �oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
30 1. Provide free standing Project Desib ation Sign in accordance with City's Standard
31 Details for project signs.
C1TY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Proiect No. 01269
Revised July I, 20] I
01 58 13 - 2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
1 B. Materials
2 1. Sign
3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL (NOT USED]
6 PART 3 - EXECUTION
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION [NOT USED]
9 3.3 PREPARATION [NOT USED]
10 3.4 INSTALLATION
11 A. General
12 1. Provide vertical installation at extents of project_
13 2. Relocate sign as needed, upon request of tl�e City.
14 B. Mounting options
I S a_ Skids
16 b. Posts
17 c. Barricade
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING [NOT USED]
24 3.11 CLOSEOUT ACTIVITIES [NOT USED]
25 3.12 PROTECTION [NOT USED]
26 3.13 MAINTENANCE
27 A. General
28 1. Maintenance will include painting and repairs as needed or directed by the City.
29 3.14 ATTACHMENTS [NOT USED]
30 END OF SECTION
31
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised ,luly 1, 2011
2008 ClP Nei�hborhood Streets Project, Contract 9B
City Project No. 01269
O1 58 13 -3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
2008 CIP Neichborhood Streets Project, Contract 9B
Ciry Project No. 01269
(THIS PAGE INTENTIONALLY LEFT BLANK)
0 ] 60 00 - I
PRODUCT REQUIREMENTS
Pa�e I of2
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SECTION Ol 60 00
PRODUCT REQUIREMENTS
3 PARTl- GENERAL
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l.l SUMMARY
A. Section Includes:
1. A listing of the approved products for use in the City
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 REQUIltEMENTS
A. A list of City approved products for use is attached to this Section.
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 O l 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]
1.10 DELIVERY, STOR.AGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 20] 1
2008 CIP Neichborhood Streets Project, Contract 9B
City Project No. 01269
01 60 00 - 2
PRODUCT REQUIREMENTS
Page 2 of 2
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 SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July 1, 201 ]
01 66 00 - 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Pa�e ] of 4
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SECTION Ol 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART1- GENERAL
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1.1 SUMMARY
A. Section Includes:
I. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item_
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURA.NCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage. '
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods oftime on the Site
for personnel or equipment to receive the delivery.
C1TY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised ,tuly ] , 2011
01 66 00 - 2
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
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C. Storage Requirements
1. Store materials in accordance with manufacturer's recommendations and
requirements of these Specifications_
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with these Contract Documents and
9 manufacturer's recommendations and instructions.
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18 3. Keep materials and equipment neatly and compactly stored in locations that will
19 cause minimum inconvenience to other contractors, public travel, adjoining owners,
20 tenants and occupants.
21 a. Anange storage to provide easy access for inspection.
22 4_ Restrict storage to areas available on construction site for storage of material and
23 equipment as shown on Drawings, or approved by City's Project Representative.
24 5. Provide off-site storage and protection when on-site storage is not adequate.
25 a_ Provide addresses of and access to off-site storage locations for inspection by
26 City's Project Representative.
27 6. Do not use lawns, grass plots or other private property for storage purposes without
28 written permission of owner or other person in possession or control of premises.
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4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents fro�n physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
Store in manufacturers' unopened containers.
Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
Keep public and private driveways and street crossings open.
Repair or replace damaged ]awns, sidewalks, streets or other improvements to
satisfaction of City's Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 ]inear feet, un]ess otherwise approved in writing by City's
Project Representative.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEGFICATION DOCUMENTS
Revised July I, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
O1 6600-3
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS (NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 ERECTION [NOT USED]
9 3.5 REPAIR / RESTORATION [NOT USED]
10 3.6 RE-INSTALLATION [NOT USED]
11 3.7 FIELD (ox] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
14 B. Non-Conforming Work
15 1. Reject all products or equipment that are damaged, used or in any other way
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
] 9 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer's written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
C]TY OF FORT WORTH 2O08 CIP Nei�,hborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Proiect No. 01269
Revised July 1, 2011
0] 6600-4
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH 2O08 C1P Nei�hborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July I, 20] 1
01 71 23 - 1
CONSTRUCTION STAKING
Page 1 of 3
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4 l.l SUMMARY
SECTION Ol 71 23
CONSTRUCTION STAKING
5 A. Section includes:
6 1. Requirements for construction staking.
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Construction Stakes
1. Construction staking will be performed by the City.
2. Coordination
a. Contact City's Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
3. General
a. It is the Contractor's responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
b. Contractor is responsible for preserving and maintaining stakes furnished by
City.
c. If i�i the opinion of the City, a sufficient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor's neglect such that the
contracted Work cannot take place, then the Contractor will be required to pay
the City for new staking with a 25 percent markup.
l) The cost for staking will be deducted from the payment due to the
Contractor for the Project.
1.5 SUBMITTALS
A_ Submittals, if required, shall be in accordance with Section 01 33 00.
l. All submittals shall be approved by the Engineer or the City prior to delivery.
CITY OF FORT WORTH 2O08 GP Nei�hborhood Streets Proiect, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Proiect No. O1269
Revised July ], 2011
017123-2
CONSTRUCTION STAKING
Pa�e 2 of 3
] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
2 A. Certificates
3 1. Provide certificate certifying that elevations and locations of improvements are in
4 conformance or non-conformance with requirements of the Contract Documents.
5 a. Certificate must be sealed by a registered professional land surveyor in the
6 State of Texas.
7 B. Field Quality Control Submittals
8 1. Documentation verifying accuracy of field engineering work
9 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A_ Use adequate numbers of skilled workmen who are thoroughly trained and experienced
13 in the necessary crafts and who are completely familiar with the specified requirements
14 and the methods needed for proper performance of the Work.
15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
16 1.11 FIELD [SITE] CONDITIONS [NOT USED]
17 112 WA,RRANTY [NOT USED]
18 PART 2- PRODUCTS [NOT USED]
19 PART 3 - EXECUTION
20 3.1 INSTALLERS [NOT USED]
21 3.2 EXAMINATION [NOT USED]
22 3.3 PREPARATION
23 A. Verify location and protect control points before commencing Work.
24 B. Notify City's Project Representative immediately of any discrepancies discovered.
25 3.4 APPLICATION [NOT USED]
26 3.5 REPAIIt / RESTORATION [NOT USED]
27 3.6 RE-INSTALLATION [NOT USED]
28 3.7 FIELD �ox] SITE QUALITY CONTROL
29 A. Preserve permanent reference points during progress of the Work.
30 B. Do not change or relocate reference points witl�out approval from the City.
31 C. Utilize recognized engineering survey practices.
C1TY OF FORT WORTH 2O08 C1P Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised .luly I, 2011
1 3.8 SYSTEM STARTUP [NOT USED]
2 3.9 ADJUSTING [NOT USED]
3 3.10 CLEANING [NOT USED)
4 3.11 CLOSEOUT ACTIVITIES [NOT USEDJ
5 3.12 PROTECTION [NOT USED)
- 6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8 END OF SECTION
�
01 71 23 - 3
CONSTRUCTION STAKING
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
10
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised luly I, 201 I
(THIS PAGE INTENTIONALLY LEFT BLANK)
O l 74 23 - I
CLEANING
Page 1 of 4
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SECTION O1 74 23
CLEANiNG
1.1 SUMMARY
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADNIINISTRATIVE REQUIItEMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USEDj
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND �IANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July 1, Z011
O 1 74 23 - 2
CLEAN]NG
Pa�e 2 of4
1 l.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART2- PRODUCTS
4 2.1 OWNER-FURNISHED [oR) OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
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A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAMINATION [NOT USED]
16 3.3 PREPARATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAII2 / RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING (NOT USED]
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3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondeb adable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
01 74 23 - 3
CLEANING
Page 3 of 4
1 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporary construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not burn on-site.
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B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategica]ly located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Interior Final Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
foreign materials from sight-exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean permanent filters and replace disposable filters if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7_ Broom clean process area floors.
8. Mop office and control room floors.
35 D. Exterior (Site or Right of Way) Final Cleaning
36 1. Remove trash and debris containers from site.
37 a. Re-seed areas disturbed by location of trash and debris containers in accordance
38 with Section 32 92 13.
39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
40 that may hinder or disrupt the flow of traffic along the roadway.
41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
42 junction boxes and inlets.
CITY OF FORT WORTH 2O08 CIP Nei�,hborhood Streets Project, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01269
Revised July 1, 2011
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017423-4
CLEANING
Pa�e 4 of 4
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5_ Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July ], 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
01 77 19 - I
CLOSEOUT REQUIREMENTS
Page I of 3
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SECTION O1 77 19
CLOSEOUT REQUIREMENTS
PARTl- GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
Z. 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 REQUIltEMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2008 CIP Neiahborhood Streets Proiect, Contract 9B
� City Projeci No. 01269
01 77 19 - 2
CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2- PRODUCTS [NOT USED)
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section O1 78 39
11 2. Operation and Maintenance Data, if required, in accordance with Section Ol 78 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 01 74 23.
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C. FinalInspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present_
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction ofthe
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed_ Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fil] up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
39 D. Notice of Project Co�npletion
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
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CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b_ Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, Ciiy will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAII2 / RESTORATION [NOT USED]
3.6 RE-INSTALLATION (NOT USED]
3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING (NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 �-TTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF GHANGE --
29
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
(THIS PAGE iNTENTIONALLY LEFT BLANK)
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017823-I
OPERATION AND MAINTENANCE DATA
Page l of 5
SECTION Ol 78 23
OPERATION AND MAINTENANCE DATA
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requireinents
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with tl�is Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATNE REQUIREMENTS
A. Schedule
]. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section O1 33 00 Submittal Procedures. All
submittals shall be approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Fonn
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8'/� inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2008 CIP Nei�.hborhood Streets Proiect, Contract 9B
City Project No. 01269
O 1 78 23 - 2
OPERATION AND MAINTENANCE DATA
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Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
Provide fly-leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs_
Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
3
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1. Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c_ List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c_ Do not use Project Recard Drawings as maintenance drawings.
Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
Ol 78 23 - 3
OPERATiON AND MAINTENANCE DATA
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5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
I) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full infonnation on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, sl�ut-down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
2008 CIP Neighborhood Streets Proiect, Contract 9B
City Project No. 01269
01 78 23 - 4
OPERATION AND MAINTENANCE DATA
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Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diab ams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g_ List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
Prepare and include additiona] data when the need for such data becomes apparent
during instruction of City's personnel.
Charts of valve tag numbers, with location and function of each valve
List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
Other data as required under pertinent Sections of Specifications
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
32 1.9 QUALITY ASSURANCE
33 A. Provide operation and maintenance data by personnel with the following criteria:
34 l. Trained and experienced in maintenance and operation of described products
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare required drawings
C1TY OF FORT WORTH 2O08 CIP Neighborhood Streets Proiect, Contract 9B
STANDARD CONSTRUCTION SPEGFICATION DOCUMENTS City Project No. 01269
Revised .luly I, 2011
01 78 23 - 5
OPERATION AND MAINTENANCE DATA
Page 5 of 5
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 l.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT USED]
5 PART 3- EXECUTION [NOT USED]
�
7
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8
CITY OF FORT WORTH 2O08 CIP Neighborhood Stree[s Project, Contract 9B
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS City Project No. 01269
Revised .luly I, 2011
(THIS PAGE INTENTIONALLY LEFT BLANK)
OI 78 39 - I
PRO.IECT RECORD DOCUMENTS
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SECTION Ol 78 39
PROJECT RECORD DOCUMENTS
PARTl- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections inc]ude, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS (NOT USED)
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other pocuments where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on infonnation obtained from the approved Project
Record Documents.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
O l 78 39 - 2
PROJECT RECORD DOCUMENTS
Pa�e 2 of 4
1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
2 information that the change has occurred.
3 4. Provide factual information regarding all aspects of the Work, both concealed and
4 visible, to enable future modification of the Work to proceed without lenb hy and
5 expensive site measurement, investigation and examination.
6 1.10 STORAGE AND HANDLING
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data, use means necessary to again secure the data
12 to the City's approval.
13 a_ In such case, provide replacements to the standards originally required by the
14 Contract Documents.
15 l.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WA�RRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-FURNISI3ED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED]
19
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21
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2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30
31
32
33
34
35
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
l. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July ], 2011
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
01 78 39 - 3
PROJECT RECORD DOCUMENTS
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2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum, in accordance with the intervals set forth in Section O1 71 23,
clearly mark any deviations from Contract Documents associated with
installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b_ Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the enhy by a"cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like)_
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifica]ly issued in writing
by the City.
B. Final Project Record Documents
Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the cl�anges as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 20l I
2008 CIP Neighborhood Streets Project, Contract 9B
City Project No. 01269
Oi 7839-4
PRO.iECT RECORD DOCUMENTS
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c. Call attention to each entry by drawing a"cloud" around the area or areas
affected.
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other pocwnents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been arderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of tl�e City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 ]
2008 CIP Nei�hborhood Streets Project, Contract 9B
City Project No. 01269
Appendix
(THIS PAGE iNTENTIONALLY LEFT BLANK)
APPENDIX
GG4.01 Availability of Lands — All work is within public rights-of-way.
GC-4.02 Subsurface and Physical Conditions —"Geotechnical Engineering Study, Pavement Design and
Reconstruction, 2008 CIP Neighborhood Street Project, Fort Worth, Texas" prepared by CMJ
Engineering, Inc.
GC-4.04 Underground Facilities - None
GC-4.06 Hazardous Environmental Condition at Site — None known to exist at the project site.
GC-6.06.D Minority Business Enterprise Compliance
Special Instructions for Bidders
Attachment lA — Subcontractors/Suppliers Utilization Form
Attachment 1 B— Prime Contractor Waiver Form
Attachments 1 C— Good Faith Effort Form
Joint Venture Eligibility Form
Subcontractors/Suppliers Utilization Form for Change Orders
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities —None Required
GC-6.24 Nondiscrimination - None
GR-01 60 00 Product Requirements
CITY OF FORT WORTH 2O08 C1P Neighborhood Streets. Contract 9B
STANDARD CONSTRUCT]ON SPECIFICATION DOCUMENTS Project No. 01269
Revised July l, 2011
GC-4.01 Availability of Lands
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH 2O08 CIP Neishborhood Streets. Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS � Project No. 01269
Revised .luly 1, 2011
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised.iuly 1, 2011
2008 C]P Neighborhood Streets, Contract 9B
Project No. 01269
� 2. 7636 Pebb2e Drive
:::<�:��::.. � ' ; ' ;
�=: . -� . ; ENGINEERING, INC. �onwo�, Texas 76118
., . .
www..cmjengr..com
October 12, 2009
Report No.. 1407-09-0�
URS Corporation
'f 00 East 15�' Street; Suite 200
Fort Worih, Texas 76102
Attn: Mr. Brent E. Lewis, P..E.
GEOTECHNICAL ENGINEERING STUDY
PAVEMENT DESIGN AND RECONSTRUCT{ON
2008 CIP NEIGHBORHOOD STREET PROJECT
CONTRACT 9B STREETS
FORT WORTH, TEXAS
City of Fort Worth Project No, 01269
Work Authorizaiion No, BL-213338
Dear Mr Lewis:
Submitted here are the resulis of a geotechnical engineering stuciy for the referenced project This
- study was performed in genera! accordance with our Proposa! No.. 09-2744 dated February 11,
2009.. The geotechnical services were authorized by Mr Cliff R. HaIE, P.E.. on Augusi 27, 2009.
Engineering analyses and recommendatians are contained in the text section of fhe report. Results
of our field and laboratory services are included in the appendix of the report. We would appreciate
fhe opportunity ta be considered for providing the construction material testing services during the
construction phase of this project.
We appreciate the opportunity to be of service to URS Corporation. Please contact us if you have
any quesfions or if ws may be of further service af this time
Respecifully submitted,
CM� �NGINEERING, lNC.
FIRM REGISIRAIION NO. F-9177
Charles M. Jacksan, P.E..
SeniQr Engineering Consultant
T�xas Nc ^60�8
, �E. O F T"`�
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copies submitted: (3} Mr Brent E. Le�r�is, P.E.; URS Corporaiion {by mail}
(1) Mr. Bren� E. Lewis, P.E ; URS Corpora�ion (by e-rnail)
Phone (8I7) 284-9400 Faz (817) 589-9993 Meu�o (817) 589-9992
TABLE OF CONTENTS
Paae
1.0 3NTRODUCTfON--------------------------------_------------------------------------------------------------1
2 0 FfELD EXPLORATION AND LABORATORY TESTING--_________________________________�______2
3 Q SUBSURFACE CONDIT'fONS------------------------------------------------------------------------------- 4
4 0 PAVEMENT D�S1GN--------------------------------___----------------------------------------------------6
5.0 EAR7HWORK---------------------------------------------------------------------------------------------- 11
6.0 CONSTRUCTION OBSERVATIONS ------------------------------------------------------------------ 12
7.0 REPORT CLOSURE------------------------------------------------------------------------------------- 12
,.. � .
Plan of Borings -----------------�
Unified Soil Classification System
Key to Classificatian and SymEaoi:
Logs of Borings------_________�.
Triaxial 3hear Test Reports -------�
Free Swell Test Results -------------
Lime Series Test Resuits ----------�
Soluble Suifaie Test Results ------
Plate
-----------A.1
----------A.2
---------A 3
-A4—A,18
A 9 9 — A.38
--------- A..39
A.40 — A.41
A.42 — A.44
.•• �
PEate
Pavement Thickness Design------------------------------------------------------_------------------- B 1— B.2
Report No.. 1407-09-01 CMj ENGINEERiNG, INC
1,0 LNTRODUCTIC?N
1 �1 Generai
This report presents ihe resuits of a geotechnical engi�eering study for total pavement
reconstruction of eight residential streets in Fort Wor�h, Texas. The streets include the following:
• W.. Baltimore Avenue (Travis Avenue to Lipscamb Sfreet)
• Glenca Terrace (Stanley Avenue to Wamer Road}
• S,. Henderson Sireet {Carlock Street to W. Jessamine Street)
• W.. Jessamine Street (Lipscomb Street to College Avenue)
• Lipscomb Street (W, Jessamine Street fo Page Street)
• W.. Lowden Street (Stanley Avenue #o Gordon Avenue)
• W.. Myrtle Street (College Avenus ta Sauih Henderson Street
• Ryan Piace Drive (Carlock Street ta Elizabeth Bou[evard)
The new roadways are planned to match their current width and alignment and will incorporate
curb and gutters. Eiiher Portland Cement cancrete or Hot-Mix Asphaliic Concrete will be used.
Refurbished roads are designated as Residential-Urban.. This report conforms to the City of Fort
Wor�h Pavement Design Standards Manua(, 2005 Edition.. Plates A.1a through A,1f depict the
projecf vicinity and approximate loca#ions of expioration bor�ngs,
1.2 Purpose and Scope
The purpose of this geotechnical engineering study has been ta determine the general subsurface
conditions, evaluate the engineering characteristics of the subsurFace materials encauntered,
develop recommendations for the type or types flf pavement subgrade Qreparation and
modification, provide pavement design guidelines, and provide earthwork recommendatians..
To accomplish its inEended purposes, the s�udy has been conducted in �he �oliowing phases: { i)
driiling sample borings to determine the genera{ subsurface conditians and to obtain samples for
.��.��1^y� i2i t"- �tfCt7n��� ���'J�''u�0�`�! ��St� 'J�l 2�)'a�C�.'rta�n S�rrl�,'IcS trJ '..�' $t�;7rlP.o �.r`,�'!�l!]E:"tf @P.�1C'.ASC!Ily
praperties of the subsurface materials; and (3) performing engineering analyses, using the field
and Eaboratory data to tlevelop geotechnical recommendations for the proposed constru�tion..
The design is currently in progress and the locations and/or elevations of the structure could
change. Once the final design is near completior� (80-percent to 90-percent stage}, it is
rec�mm�nd�d #h�# �MJ �nvin��ring; !nc be retained to review those portions of the construction
Reoort No..1407-49-01 CMj ENG7NEERii IG, INC.
1
documents pertaining to the geotechnical recammendations, as a means to determine ihat aur
recommendatiQns have been interpreted as intended.
1.3 Report Farmat
The text of the report is contained in Sections 1 through 7. All plates and farge tables are
contained in Appendix A. The alpha-numeric plate and table numbers idenfify the appendix in
which they appear, Small tables af less fhan one page in [ength may appear in the body of ihe text
and are numbered accarding to the section in which they occur.
Units used in the report are based on the English system and may include tons per square foot
(ts�, kips (1 kip = 1,OOQ pounds), kips per square foot (ksf�, pounds per square foot (psfl, pounds
per cubic foot (pcf), and pounds per square inch (psi).
2.4 FIELD EXPLORATION AND LABORATORY TESTING
2..1 Field Exploration
SubsurFace materials at the project site were explored by 15 vertical soil borings drilled to a depth
of 10 feet below existing grades. The 6orings were drilled with truck mounted drilling equipment
using cflntinuous flight augers at the approximate ]flcations shown on ihe Plan of Barings, Plates
A.1a thraugh A.1f. The boring logs are included on Plates A..4 fhrough A.'18 and keys ta
classifications and symbols used on the logs are provided on Plaies A..2 and A..3,
Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled
(Shelby) tube samplers at the locatians shown on the logs of borings. The Shefby tube sampler
consists of a thin-walled steel tube with a sharp cutting edge connected to a head equippec{ with a
ba[I valve threaded for rod connection.. The tube is pushed into the soil by the hydraulic pulldown
of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for
consistency with a hand pene#rometer, sealed, and packaged to limit lass of moisture.
The cansistency of cohesive soil samples was evaluated in the �ield using a cali6rated hand
penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed
sample at a constant rate to a depth of 0.25 inch.. The resulfs af these tests, in tsf, are tabuiated at
respective sample depths on the iogs. When the capacity ofi the penetrometer is exceeded, the
value is tabuEat�d as �.5+.
Repori �30., 9g0]-U9-01 CMJ ENG]NEERING, TNC
2
To evaluate the relaiive density and consistency of the harder formations, a maciified version of the
Texas Cane Penetration test was performed at selected locations.. Texas Depariment af
Transportation (TxDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a
17Q-pound hammer freely falling 24 inches.. This results in 340 foot-pounds of energy for each
blow.. This method was mod�fied by utilizing a 140-pound hammer freely falling 30 inches, This
results in 350 foot-pounds of energy for each hammer blow. In relativeEy soft materials, the
penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is
tabulated at respective test depihs, as blows per 6 inches on the log.. in hard materia{s (rock or
rock-like), the peneirameter cone is driven wifh the resuliing peneirations, in inches, recorded for
the first and second 50 blows, a total of 100 blows.. The penetration for the total 100 blaws is
recorded at tt�e respective testing depths on the boring Eogs..
Ground-water observations during and after comp[etion of the borings are shown on the upper right
of ihe boring logs. Upon compietion of the borings, the bore holes were back�l[ed with hydrated
bentonite chips and properly plugged at fhe surfiace with asphalt.
2,2 Laboratory Tesiing
�abora#ory soil tests were performed on selecfed represen#ative samples recovered from the
borings.. In additian to tha classification tests {liquid limits, piastic limi�s, and percent passing the
No,. 200 sieve), moisture content, hand penetrometer, and unit weight tests were pe�Formed
Results of the laboratory classification tests, moisiure content, and unit weight iests conducted for
this project are included an the boring logs.
Twenty triaxial shear tests were performed on specimens from selected samples to evaluate shear
strength properties of the subgrade soils.. The triaxial shear tests includeci unconsolida#ed-
undrained (W} tests.. These tests were performed for CMJ Engineering, lnc. by ML Testing, LLC.
i ft� f85LiiiS c3i i�i� iilaXial i�si5 a�� pi��efii�ci oi� r�ldi�s i�.iy iiiuti�h �.30..
Seven swei! tesis were performed on specimens from selecied samples of the clays. These iests
were perFormed to help in evaluating the swell potential of soils in the area of the proposed
pavements.. The results of the swe11 tes�s are presented on Plate A.39.
Ra¢ort TEo.. 9407-49-01
�1�'I� E�IGINEERI�IG.IIVC.
3
Five Eades and Grim Lime Series tests were performed on selecfed sampEes to identify the
appropriate cor�centration of lime to add to soils for modification purposes. The resulis of the fime
series test are presented on Plates A.40 and A..41.
Nine soEuble suifate tests were conducted an selected soif samp(es recovered from t€�e borings.
The sulfate testing was conducted to help identify sulfate-induced heaving potential of the soils
Sulfate-induced heaving can cause detrimental volumetric changes to a lime modified subgrade.
The result of the sulfate tests are presented on Plates A.42 #hrough A.44.
The abave laboratory tests were perFarmed in general accordance with applicable ASTM
procedures, or generally accepted practice.
3.0 SUBSURFACE CONDITlONS
3�1 Site Geolagy
The Dallas Sheet of the Geoloqic Atlas of Texas indicates the sites are focated in an ouicropping of
the Weno and Dentor� Formations of Lower Cretaceous Age.. The Weno format�on indicates clays
are typically present at the surface underlain by tan limestone, The parent bedrock consists of
hard gray limestone to shaly fimesfane with some inierbedded calcareous shale. These clays
often contain significant quantities of limesione fragments. The Weno is underlain by ihe much
weaker Denton Formation, Denton formation materials consist of clays and shaly clays.
ln the westerly area with Glenco Terrace (see Borings G-1 and G-2), the Fort Worth formation is
present. For� Worth materials typically consist of shaliow clays and calcareaus clays underlain by
limestone.. The limes#one may have clay seamsllayers..
�.l ,oii Condiiions
Specific types and depths of subsurface straia encoun#ered at ihe boring locations are shawn on
the boring fogs in Appendix A_ The generalized subsurface stratigraphy encountered in the borings
are discussed below.. Nate that depths on the borings refer to #he depth from the existing grade or
ground surface present at the time of the inves#igation, and the boundaries between fhe various
soil types are apprQximate.
Report No. 1407-09-09
CM� ENGIiVEERiNG, INC
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Pavement is present at all the borings locations, and consis#s of 1'h to 5 inches of asphaltic
concrete surfacing. Gravel base material is present beneath the asphalt in most borings with
ihicknesses ranging from 1'/Z to 6 inches.. At Boring J-1, a 6-inch concrete zone under(ies the
surFicial asphalt.
Sails encountered consist of various dark brawn, light brown, brown, tan, and gray silty cfays and
shaiy ciays. Limestone fragmen#s and calcareous nodules are present within certain soils.
The various clay soiEs had tes#ed Liquid Limits (LL) ranging from 41 to 79 and Plasticity fndices {Pi)
ranging from 16 to 52 and are classified as CL and CH by the USCS. The various clays were
generalEy firm to hard (soil basis} in consistency, with pocket penetrometer readings of 1.0 to
greater than 4,5 tsf, The soils had tested dry unit weight values ranging from 88 to 110 pcf and
moisture content values range from 9 io 31 percent..
Tan limestone is present directiy beneath the clays in Barings G-1 and G-2 at depths of 8 ar�d 2
feei respectively. Tan limestone layers a(so were noted in Borings J-2 and LO-1 in thicknesses of
3'/2 and 1 foot, respec#ivefy. The tan limestone is maderatefy hard (rock basis), wiih a Texas Cone
Penetrometer (THD) test value of 2'/2 �o 3'/2 inches ofi penetration for 100 hammer blows.
3.3 Ground-Water Observations
The borings were drilled using continuous flight augers in order to observe ground-water seepage
during drilling.. Ground water was not encountered during drilling most borings. Water was nated
in Boring H-1 at a depth of $ fee#, and rase to a 6-fioot depth at campletion of drilling.
Fluctuations of the ground-water level can occur due to seasonal variations in the amount ofi
rainfall; site topography and runoff; hydraulic canductivity of soil strata; and other factars noi
�Vltl�t 1� ai ifl� iil�(le if 1� UCJi i71t�. S il+iei ��"i�� i�i t i �Cu. �i vi.3i �t�. 'vJaici Cai 1 ii aj� aiv^j� j�i ��c^�i.:�� �€€ �r'a j/8� �,
occur in joints or gravel seams in the clays or via more permeable strata
Repori No. 1�07-09-09
C1VIJ ENGINEERING..INC.
5
4.0 PAVEMENT DESIGN
4,1 Pavement Subgrade Consideratians
4.1.1 General
The performance of ihe pavement for this recanstruction project depends upon severa! faciors
including: the characteristics of the supporiing soil; the magnitude and frequency of wheel load
applications; �he quaiity of construction materials; the contractor's placement and workmanship
abilities; and the desired period of design life.. The success of the pavement subgrade is subgrade
soil strength and controf of water.. Adequate subgrade performance can be achieved by modifying
or stabilizing the existing soiis used to construc# the pavement subgrade.
Pavement seciions are susceptible to edge distress as edge supporE deteriorates aver time..
Therefore, care must be taken to provide and maintain proper edge suppart. in conjunction with a
stabilized subgrade or flexible base course underlying the pavement, it is recommended that the
stabilized subgrade or flexible base extend a minimum of 12 inches beyond the surface course on
each side of the street.. Maintenance should be pravided when edge support deteriorates,
4.1.2 Subgrade Preparafion Considerafions
Anticipated subgrade maieriais are variable and may consist of moderately ta highly pfastic silty clays.
The higher piasticity clays, those with a PI of 20 or greater, are subject to loss in support value with
the moisture increases which occur beneath pavement sections.. They react with hydrated lime,
which serves to improve and maintain #heir suppart value.. Treatment of these soils with hydrated
lime wi11 improve their subgrade characteristics to support area paving,
In fieu of iime stabilizaiion, consideration may be given to substituting a fiiexible base meeting TxDOT
Item 247, Type A, Grade 1 on an equal basis,
4.2 Potential Veriical Movemen#s
Estimates of expansive movement potential have been estimated using TxDOT Test Method Tex
124-E.. Movement potential is variable due ta the variable soil materials encountered in the
borings. Estimaied potential vert�cal movements in #he area of Boring G-2 are on the arder of 1
inch or 1ess. Potential vertica) movements on the order of 2 to 4'/2 inches are estimated in fhe
areas of the remaining borings, where deeper, higher piasticity ciays are preseni. ivioven�er�is i;�
excess of this estimate �an accur if poor drainage, excessive �r�ater cQllection, leaking pipefines,
i2eport �lo.. 1407-09-01 CMJ ENGI�iEERING, INC
6
etc., occur. Any such excessive water conditions shauld be rectified as sofln as possible.. In order
to minimize rainwater infiltration through the pavement surface, and thereby minimizing future
upward movement of the pavement sla6s, ail cracks and joints in the pavement should be sea(ed
on a routine basis after construction.
4.,3 Sulfate-lnduced Heaving
Soluble sulfate testing was conducted to check for sulfate-induced heaving potential.. Su[fate-
induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration
The lime reacts with the sulfates to cause potentially iarge volumetric changes in the soil.. Portland
cement also produces lime as a byproduct of hydration, and therefore also reacts with sulfates..
Soluble sulfate levels in soils on the order of 1,000 parts-per-million (ppm) or fess are usually af low
concern and warrant only observation of the subgrade during the stabilization process_ The
soluble sulfate levels of the tested samples are 760 ppm or less. Since the samples tested were
below 1,000 ppm, a single treatment process is recammended. The singie treatment is described
in Section 4..4, In addition, it is recommended #hat during the curing period of the lime treaiment,
the subgrade be suppiied with ample mois#ure to a11aw praper hydration, and it shauld be checked
for any volumetric changes thai may indicate a sulfiate-induced heaving conditian.
4.4 Pavement Subgrade Preparation
Lime stabilization is recommended for ali subgrade areas with plastic clays, typically with Plasticity
Indices greater than 20. Prior to {ime addition, the subgrade should be proofrolled with heavy
pneumatic equipment. Any soft or pumping areas should be undercu# to a firm subgrade and
properly backfilled as described in the City of For� Worth Pavement Design Standards Manual,
ZOO=J ECII�fQTI, Special iechnical Specificaiion (STS).
According to the City of Fort Wor�h Pavement Design Standards Manual, 2QQ5 Edition, Special
Technical Specification, STS-003 Earihwork, Section 3..07, the pavemeni subgrade (stabilized or
unstabiiized as discussed above), shoufd be scarified to a minimum depih of 6 inches and
uniforrnly compacted to a minimum of 100 percent of Standard Procior density (ASTM D 698),
between minus 2 to plus 3 percentage points of the optimum moisture cantent determined by that
test, 1t should then be protected and maintained in a moist condition until the pavement is placed.
The presence of limestane fragments and calcareous nodules in the sur�ciai soils can corripiica�e
mixing of the soil and lim2.
Report No. 1407-09-01
CMj ENGINEERIIVG, INC.
7
It is recommended a minimum of 7 percent hydrated lime be used to stabilize the clay subgrade
soils.. The amount of hydrated IirrEe required fo stabilize the subgrade should be on the order of 32
pounds per square yard based an a dry unft weight of 100 pcf for a 6-inch depth The hydrated
Iime shauid be thoroughly mixed and blended with the upper 6 inches of the clay subgrade (TxDOT
Item 260}, The hydrated lir�e should meet the requirements of lfem 260 (Type A) in the Texas
Departmeni of Transportation (TxDOT} Standard Specificatians for Construction of Highways,
Streets and Bridges, 20Q4 Edition.
It is recommended that subgrade stabilizatian extend to ai least ane foot beyond pavement edges
to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture
variations after construction. Each construction area should be shaped to allaw drainage of
surface water during earthwork operations, and surface water should be pumped immediateiy from
each construction area after each rain and a firm subgrade condition maintained. Water should nat
be allowed to pond in order to prevent percolation and subgrade softening, and subgrade
treatments should be adcted to the subgrade af�er removal of all surface vegetation and debris.
- Sand should be specifically prohibited beneath pavement areas, since these more porous soils can
allow water inflow, resulting in heave and strength loss of subgrade sails (lime stabilized soil will be
allowed for fine grading}.. After fine grading each area in preparation for paving, the subgrade
surface shoufd be lightly moistened, as needed, and recompacted to obtain a tight non-yielding
subgrade.
Surface drainage is critical to the performance af this pavement.. Water should be al[owed to extt
the pavemen# surface quickly.. All pavement construction should be performed in accordance with
the procedures provided in Section 4.6.
4,.� Pavemeni Sections
'-^t.J. 1 LGJ��!! f�Cnitl(�l�{�1V1./�
Pavemeni analyses were performsd using methods autlined in the AASHTO Guide for Design ofi
Pavement Structures, 1993 Edition, published by the American Association of State Highway and
Transportatian Officials and #he City of Fart Worth Pavement Design Standards Manual, 2005
Edition. The design equations were solved using AASHTO Pavement Analysis Software. in the
AASHTO method, tra�c loads are expressed in Equivaient 18-kip Single Axle Loads (ESAL} over
the design lite ot the pavemeni struciure
Report No.. 1407-09-01
CMJ ENGINEERING, INC.
e
4.5.2 Confract 9B Sfreets
Based on the results af the field and laboratory investigatian and on soil plasticiiy properties, the
following design parameters were used in our thickness design calcufations fior the proposed
streets (soil parameiers were conservatively established for the soils ihat are expected to exhibit
lower bearing strengths):
SubgradeSoi(s ............ ....................... ............... . ................. .SiltyCfay
Design Life .. ......... .... .... .. . ........ ... . .. . ... . . ... _.... , .. .. . ....... .... .. .. . 25 years
lnitiaf Serviceability_.. ........... ... . . .. .............. . .......... .... .4.5
Terminal Serviceability ....... ... .. . .. ................ . ...... ... ...... 2.0
Reliability,..,. ............... .......... . ... ........ ................ ., ....... ... ....... 80%
Overall Deviation (rigid) ... ...... ....................................... ...0,35
Overall Deviation (flexible) ...................... .............. ............0.45
Load Transfer Coefficient ...,.._...,. ..................._.... ,.. ............ 2.7
Drainage Coefficient {rigid} ................ „ .... ,.,., ,......,........ 0.70
Drainage Coeffcient(flexibfe) .... ............................... ... 0.40
Design CBR (raw subgrade).._.............. .......... ...................... 5
Design CBR (lime treated subgrade} ....... ...................... 10
Lossof Support ...................................... ............._............... 1.0
Concrete Madulus of Eiasticity ......... ......................_,....3,604,997 psi
Concrete Modulus of Rupture,_,,. .,......... ..........................63Q psi
The following rigid and flexible pavement sections are provided for Residenfia! — Urban {high
volume} streef classifrcations.. Detailed pavemen# design calculations and assumptions are
presenfed on Plates B.1 and 8.2. The design ESALS were provided in the Ciiy of Fort Worth
Pavement Design Standards Manual, 2005 Edition. The following pavement secfion is suitable for
the previousiy mentianed assumptions.. Any deviat�on from ihese assumptions should be brought
to our attention immediaiely in order to assess their impact on our recommendations.
According to the CiEy of Fort Worth Pavement Design Standards Manual, 2Q05 Edifion, the
allowable drainage coefficient for rigid concrete siabs p[aced directly on an untreated clay
subgrade or a Iime stabilized clay subgrade without a permeable base layer must be no greater
ifl��� t� �.. ifT'it��f iii� S�i►i@ �iaia%i�icTS iv� 1�GXIUC� �aVci'iiLiit�, fii� i'1iaXii'�ilii� a��vLiia�,�c �iaiilayc
coefficient for moditying base and sub-base structura! layer coeffiicients withoui a permeable base
layer connecied �o an edge drain system is eqUal to 0.4 in addition, a reduction factor must be
applied in the cafculation for the subgrade resilient modulus for flexible pavements equa! to 84
percenf of the calculated raw subgrade CBR value. The above requirements directly affiect
pavemeni thickness calculations
Report No. 9407-49-01
CMJ ENGINEERING, INC
0
The following pavement sections were obtained.
Table 4„5-1 Pavemeni Thickness Summary
Pavemen� Section Street Growth Design
Thickness Material Classification Factor ESAL
(in.)
7 5 PCC
6 C.ime Stabilized Subgrade
Residential - Urban Na 87�,000
2 HMAC Type D (high-volume) Growth
6.5 HMAC Type B
6 Lime Stabi[ized Subgrade
4„6 Pavement iU{aieriai Requirements
Material and process specificatiflns are required to be in accordance with the City of Fort Warth
Pavement Design Standards Manuaf, 2005 Edifion, Special Technical Specifiicafion. These
specifications generally include the following references to TxD�T Standard Specifications for
Construction of Hiqhways, Streets and Bridges, 2004 Edit[on.
Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should
c�nsist of Portland cement concrete having a 28-day compressive streng#h of at least 3,50Q psi.
The mix should be designed in accordance with ltem 36Q, Texas Department of Transportation
S#andard Specifications for Construction and Maintenance of Highways, Streets, and Bridges,
2Q04 Edition using 3 to 6 percent air entrainment, The pavement shoufd be adequaiefy reinfarced
with temperature steel and al1 pavemen# }oints should be placed and constructed in accordance
with the City of Fori Worth Pavement Design Sfandards Manual, 2005 Edi#ion, Section 4.5.4..
Hot Mix Asphaltic Concrete Surface Course: Item 340, Type D, Texas Department of
Transportation Standard Specifications far Construction and Maintenance of Highways, Streets,
and Bridges, 2004 Edition..
Hat Mix Asqhaltic Concrete Base Course: I#em 340, Type A or B, Texas Departrrzent of
Transportation Standard Specifications far Construction and Maintenance of Highways, Stree#s,
and Bridges, 2004 Edition.
Lime Stabilized Subgrade: Lime trea#ment for base course {road mix} - Item 260, Texas
Department of Transpartation Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges, 200� Edition.
Report No., 3407-49-01 CIV� ENGINEEtt�NG, INC
1Q
Flexibie Base: Crushed Stane Flexible Base — Item 247, Type A, Grade 1, Texas Department af
Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and
Bridges, 2004 Edition.
4.7 Generai Pavemenfi Considerations
The design of the pavement drainage and grading sE�ould consider the potentia( for differential
ground mavement due to future soil swe[ling of up to 4%2 inches. In order to minimize rainwater
infiltration through the pavement surface, and thereby mirtimizing future upward movement of the
pavement slabs, all cracks and joints in the pavement shauld be sealed on a rautine basis after
construction..
Proper surface drainage in the shoulders is also critical to long term perfarmance of the pavement,
Water allowed to pond adjacent to the pavement wii( resuli in loss of edge and subgrade support and
an increase in post constructian heave of the pavemeni.
5A EARTHWORK
5.1 City of �ort Worth Required Specifications
The City of Fort Worih Pavement Design Standards Manuaf, 2005 Edition, Specia! Technical
Specification (STS) covers the requirements for general earthwork, undercutting excavation and
backfill for unsiable subgrades for City Streets including excavation, compacted earth fill, flowable
fill, and trench backfil(. The design engineer may refer io this specification directly in the contract
documents.. Related requiremenfs are found within the Speciai Technical Specification.
5w2 Utilities
Care shouid be taken ihat utility cuts are not left open for e�ended peri�ds, and that the cuts are
properly backfilled, Backfilling should be accomplished with properly compacied impermeable
soiis, rather than granula� materials in accordance w'tth the City of Fort Worth Pavement Design
Standards Manual, 2Q05 Edition, Special Technical Specification (STS).
Trench excavatians shoufd be sfoped or braced in the interest of safety Attention is drawn to
OSHA Safety and Health Standards {29 CFR 1926!'(��6), Subpart N, regarding irench excavaiions
greater than 5 f��t in dapth.
R�port Mo.. 1407-09-03
C11�I� �NGI]VEERS�IG, INC
'11
5w3 Erosion and Sedirnent Conirol
AI! disturbed areas shou{d be protecfed from erosiQn and sedimentation during construction, and
alI permanen# slapes and ather areas subject to erosion or sedimenta#ion should be provided with
permanan# erosion and sediment control facilifies. All applicable ordinances and codes regarding
erosion and sedimen# control should be folfowed..
6.0 CONSTRUCTtON OBSERVATIONS
In any geotechnical invesiigation, the design recommendaiions are based on a limited amount of
information about the subsurface conditions.. In the analysis, the geotechnical engineer must
assume the subsurface conditions are similar to the conditions encountered in tha borings.
However, quite often during canstrucfion anomalies in fhe subsurFace conditions are revealed..
Therefore, i# is recommended that CMJ Engineering, fnc. be retained io observe earthwork and
foundation installation and perform materials evaluation during the construction phase of the
project. This enables the geotechnical engineer to siay abreast of the project and to be readily
available to evalua#e unanticipated conditions, to conduct additional tests if required and, when
necessary, to recommend a{ternative solutions #o unanticipated conditions, Until these
construction phase services are performed by the project geotechnical engineer, the
recommendations contained in this report on such items as final foundation bearing elevations,
proper soil moisture condiiion, and other such subsurface related recommendatians should be
cansidered as preliminary.
lt is proposed that canstruction phase observation and materials tesiing commence by the praject
geotechnical engineer at the outset of the project. Experience has shown that the most suitabie
method for procuring fhese services is for the owner or the owner's design engineers to confract
directly with the project geotechnical engineer, This results in a clear, direci {ine of communication
between ine owner an� �'rt� �wner's tiesiyi�i �i �gii,e�rs a� �d ii3C �GiJtCI.{ii �iCai ci �^yii �c^ci ..
7.0 REPORT CLOSURE
The borings for this study were se[ected by CMJ Engineering, lnc. The locations and elevations of
the borings shauld be considered accurafe oniy to the degree implied by the methods used in their
u�t�rm��na��c�.. T"a bor�;,� log� sFcGAr;� ir, this rep��t �o:�:tain :�f�r.mat�o� rel�te� t�, t�Q ty�Ps �f sr��l
encountered at specific locations and times and show lines delineating the interFace between these
RepoTt No. 9407-09-01 CiYIJ ENG3NEERING, INC.
12
ma#erials. The lags alsa contain our iield representative`s interpretaiion af conditions #hat are
believed to exisf in those depth intervals between the actuaf samples taken.. Therefore, these
boring logs contain both factual and interpre#ive informatian. Laboratory soif classification tests
were also perfarmed on samples from selected depths in the borings.. The results of these tests,
along with visuaE-manual procedures were used io generalfy classify each stratum.. Therefore, it
should be understaod that fhe classification data on the logs of borings represent visua( estimates
of classifications for those portions of each stratum on which the full range of labora#ory soil
classification tests were not performed.. !t is not implied #hai ihese logs are representative af
subsur#ace conditions a# other lacations and times.,
With regard to ground-water conditians, this report presents data on ground-water levels as they
were observed during the course af the field work, In par�icufar, water levei readings have been
made in the borings at the times and under conditions stated in the text of the report and on the
boring logs, [t should be noted that fluctuations in the level of the ground-water table can accur
wi#h passage of time due to varia#ions in rainfall, temperaiure and other factors.. Also, this report
does not include quantita�ive information on rates af flow of ground water into excavations, on
pumping capacities necessary to dewater the excavations, or Qn methods of dewatering
excavations.. Unanticipated soi[ conditions at a canstrucfian site are commonly encountered and
cannot be fulfy predicted by mere sai! samples, tesi borings or test pits. Such unexpected
conditions frequently require that additianal expenditures be made by the owner to a#tain a properly
designed and constructed project. Therefiore, provision for some contingency fund is
recommended to accommodate such potential extra cost..
The analyses, canclusions and recommendations contained in this repart are baseci on site
co�ditions as they zxi�ted at the time of our f�eld inv�st9gation and further on the assumpiion that
the exploratory borings are representative of the subsurface conditions throughout the site; that is,
t],P s��t���,rF�r� ��n�iti�n� �v�rywh�re are not significantly different from those disclosed by the
borings at the time they were completed. If, during construction, different subsurface conditions
from thase enca�!ntered in our borings are obseryed, or appear to be present in excavations, we
must be advised promptly so fhat we can review these conditions and reconsider our
recommendations where necessary. lf there is a substantial lapse of time between submission of
this report and the start of the work ai the site, �f conditions have changed due either to natural
causes or ta canstructian operations at or adjacent to the siie, or if structure locations, structura!
loads or finish grades are changed, we urge that we be promptly infarmed and retained to review
RepOrt No. 1407-09-01 CMJ ENGINHERTNG, INC.
93
our report to determine the applicability of the conclusions and recommendations, considering the
changed conditions and/or time fapse.
_ Further, i# is urged that CMJ Engineering, Inc.. be retained #o review those portians of #he plans and
specifications far this par�icuiar prajeci that pertain to earEhwork and foundations as a mea�s to
determine whether the plans and specifications are consistent with the recommendations
contained in this repor� In addition, we are available to observe construction, particularly the
compaction of structuraf fill, or backfill and the construction of foundations as recommended in the
report, and such ather field observatiarts as might be necessary..
The scope of our services did noi incEude any environmental assessment or investfgation for the
presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground
water or air, on or below or around the site..
This report has been prepared for use in developing an overall design concept. Paragraphs,
statements, test resufts, boring logs, diagrams, etc. should not be taken out of context, nar ufilizecf
without a knowledge and awareness af their intent wifhin #t�e overaf3 concept of this report. The
reproduction of this report, or any part thereof, suppfied to persons oiher than ihe awner, should
indicate that this study was made for design purposes Qnly and that verification of the subsurface
conditions for purposes of determining difficulty of excavation, trafficability, e#c. are responsibilities
of the contrac#or.
This report has besn prepared for the exclusive use of URS Corporatior� for specific application to
design of this project. The only warranty made by us in connection with the services provided is
that w� have used that dzgree of care and skiil ordinarily exercised under similar conditions by
reputable members of our profession practicing in the same ar similar localiiy.. No other warranty,
exc�ressed or implied, is made or intended.
***�
Repart No. 1A07-Q9-09 CIYI� ENGINEEAING.. I]VC
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PLAN OF BORINGS
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FORT WORTN, TEXAS A�' 1'4
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CarvrRacT 9B PLATE
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PLAIV 0� BORINGS
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FORT WORTH, TFXAS
CMJ PROJECT No. l407-09-01 � � 1
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FORT WORTH, TEXAS 'Q" �D
CMJ PRo�ECT No. t4�7-09-01
o PLAN OF BORtNGS
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_-� �� �ENGII`TEERINC, Ii�T�.
CMJ PRo,�ECT No_ 1407-09-01
PLAN OF BORIN�S
c�o,vTRACT 9a
FORT WORTN, TEXAS
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PL,� TF
A.1F
Major Divisions Syrn Typical Names Laboratory Ciassificatian Criteria
m �, Well-graded gravels, grave!- �' z
c��a � c GW sand mixtures, fittle ar no � C� D60- greater than 4: C� �D'�� - between 1 and 3
m � a fines v�i ��a �m X �so
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� �� ,� � a°, Poorly graded gravels, gravel � � � �
N m U v GP sand mixtures, lilite or no �, � cn � Noi meeting ali gradaiion requirements ior GW
� � °��' ,a'_� fines � Q U �
� i o � o C���
o� o z � o Silty gravels, gravel-sand-silt �; � c�? ;�. Liquici and Plastic iimits Liquid and plastic limiis
GM � below "A" line or P 1
: �, plattin in hatched zone
o L� ��� m i� u r e s �� ,� greater than 4 9
z ��-- 3� � �� :� between 4 and 7 are
� w � �6 "' � � � � border3ine cases
`� .� m � L o N� : � Liquid and Plasfic limits
Clayey gravels, gravef-sand- � requiring use o# dual
� � `o � a GC c d : a� abave "A" line wifh P.f.
a a, � � Q clay mixtures � z : c symbo[s
� � ¢ � � : '� greater than 7
c�a � � w : a
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a� f° � � Weil-graded sands, gravelly � '°p �60 (�3�z
o� � � o SW sands, little or no fines �� �� p�o 9reaterthan 6: Cc D�a x D60 befween i and 3
U � y N c �o
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� � N a a°, Poorly graded sands; o@ ��
� o�N v v SP gravelly sands, little or no �� v°; : Not meeting al! gradation requirements for SW
� �, m m fines ° � � Q �
c 'a ��u� O O Q- CV C
� C6 p<3' O cA N lfl r V
�, � � o �, � a, � �� Q Liquid and Plastic limits
� � �� o SM Sil t y sands, sand-si!# mixtures � �,,; � w N below "A" line or P 1 less � i q�� d a n d p l a s t i c l i m i f s
ca m �
a� � 3 rn N r
�� � ro� � a o� o o than 4 plotiing between 4 and 7
� 3�� a o�—' �� are borderline cases
� �'� � � c' a Liquid and Plastic Eimits �'equiring use of dual
� a� Clayey sands, sand-clay ���
�o � Q SC mixtures �, �-� a6ove "A" line with P.f, symho[s
Q �, � � greaterfhan 7
v oo �
Inorganic siits and very fine
sands, rock flour, siity or
�o^� ML clayey fine sands, or clayey
�, � silfs with slight plasticity
a�
� �� lnorganic clays of fow to 60
� � � CL medium plasficify, gravetly
o ��� clays, sandy clays, siify clays, 5
� � = and lean clays
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�, � clays of low plasticity �
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�� Inorganic silts, micaceous or :� 3c
@`� � MH diatomaceous fine sandy or � OH a d nnt�
�� �� si[ty soils, elastic siiis a 2 •P
ii � � `-
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o �� �� Inorganic clays of high
u CE �' plasticity, fat ciays �
� �.� 7��.C,LLM. _�`�.`'ti.�`�' ML a d OL
� � 4�
� � Organic clays of inediurri to a
� —�- �H hign piasficify, organic siiis � �o zo 3o aQ 5o so 70 80 90 �oo
Liquid LimiY
T U
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'y 0 � soils
UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A_2
SOIL OR ROCK TYPES
� � GRAVEL LEAN CLAY LIMESTOIVE
• �� � • —
• � • SAN� � • � SANDY — SHALE
. . •. .
SI�T SILTY . SANDSTONE
HIGHLY CLAYEY CONGLOMERATE Shelby Avger SPlit Rock Cone No
PLASTIC CLAY TuBe Spoon Core Pen Recovery
TERMS DESCRISING CONS(STENCY, C�ND1T10N, AND STRUCTURE OF SOlL
Fine Grained Soils tnno�e cna� 50% Passing �to. 200 Sieve}
Descriptive Item Penetrometer Reading, (tsf)
Soft O.d to 1.Q
Firm 1.0 to 1.5
Stiff 1..5 to 3.0
Very Stiff 3.0 fo 4.5
Hard 4 _5+
COaCS2 GCalCI@C) SQiIS (More than 50% Retained on No 200 Sieve)
Penetration Resistance Descriptive Item Relative Density
{blows/foot)
0 to 4 Very Loose 0 to 2Q%
4 to 10 t.00se 20 to 40%
10 to 30 Medium Dense 40 to 70%
30 fo 50 Dense 70 to 90°!0
Over 50 Very Dense 90 to 100%
Soi! Structure
Calcareous Contains appreciable deposits of calcium carbonate; generally nadu[ar
Slickensided Having inclined p[anes of weakness that are s(ick and glossy in appearance
Laminated Composed of thin ]ayers of varying color or texture
Fissured Containing cracks, sometimes filled with fine sand or silf
Interbedded Composed of alternate layers of differeni soil types, usually in approximately equa! proportions
TERMS DESCR)BING PHYSICAL PROPERTIES OF ROCK
Hardness and Degree of Cementation
Very Soft or Pfastic Can be remolded in hand; corresponds in consistency up to very stiff in soils
SOft ran fja gCrat�ho�i �allth �!!lycrn�il
Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail
Hard Difficul# to scratch with knife
Very Hard Cannot be scratched with knife
Poorly Cemented or Friable Easily crumbled
Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, sideri#e,
and iron oxide are common cementing maierials.
Degree of Weathering
Unweathered Rock in its natural state before beina exr�osed to atmosoheric aaents
Slighf(y Weathered (Voted predominanfly by color change with no disintegrated zones
Weathered Cornplete calor change with zones of slightfy decomposed r�ck
Extremely Weathered Complete coior change with consistency, texture, and general appearance approaching sail
KEY TO CLASSiF1CATION AND SYMBOLS P�.ATE A.3
Project Aio. Boring No Project Contract 9B - Streei Rehabilitation
14Q7-09-09 B-'I Fort Worth, Texas
Location Water Observations
See P[ate A.1 Dry at completion
Completion Completion
Depth � ��y. Date 9-9 6-09
Surface Elevation Type
Auaer: B-34
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CONCRETE, 2 1/2" thick
9" thick
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tan and light brown, w! Iimestone
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LOG OF BORWG NO. B-'1 PLATE A.4 �
Project No Boring No. Project Contract 9B - Sireet Rehabilita#ion C1VIj ENGINEERINGIIVC
1407-09-01 B-2 Fort Wor�th, Texas
Location Water Observaiions
See Plate A.1 Dry at completion
Completion Completian
Depth 10.0' Date 9-16-09
Surface Elevation Type
Auger: B-34
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ASPHALTiC CONCRETE, 1 1/2" th'tCk 3.25 26
ROCK BASE, 1 1/2" thick 4.0 22 95
SIITY CLAY, dark brown w/ calcareous nodules, 4,5+ 91 73 26 47 24
very stiff to hard 4.�+ 24
4.�+ 24
� 4.5+ 22
SILTY CIAY, tan to light brown wl calcareous 4.5+ 19
noduies, hard 3.p 21
SHALY CLAY, tan and gray, w/ caicareous 3.75 17
depasits, hard 4_�+ g2 5g 20 39 19
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pro;ect No �oring No project Contract 9B - Street Rehabititation
1407-09-01 G-� Fort Worth, 7exas
Locaiion Water Observations
See Plate A.1 Dry at comp[etion
Compleiion Completion
Depth 1� 4� Date 9-16-09
Surface Etevation Type
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Stratum Description
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o�OG OF BORiNG NO_ G-1 PLATE A,6
C� ENGINEERNG 1�IC
Project No Boring No Project Contract 9B - Street Rehabilitation
9407-09-07 G-2 Fort Worth, Texas
Location Water Observafions
See Plate A.1 Dry ai comptetion
Completion Compietion
DeptF► 3 0.0' Date 9-16-49
SurFace Elevation Type
Auger: B-34
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ASPHALTIC CONCRETE, 7 1/2" thsck 4.5+ 78 5i 19 32 15
ROGK BASE, 2" thick 4•5+
S1L3Y CLAY, brown, w/ Iimestone fragments, hard 100/3.5"
L[MESTONE, tan, w/ clay seams/layers, moderately
hard 00/3.75'
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LOG C}F BORING NO. G-2 PLATE A.7
Project No Boring No Project Contract 9B - Street Rehabilitation
9407-09-01 R-1 Fort wortn, Texas
Locaiion Water Observations
See Plais A.1 Dry at compietion
Completion Completion
Depth ,��.0� Date g_16-09
Sorface Elevation Type
Auqer: B-34
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PLATE A,8
C� Errci��r�vc iNc
Projeci No. Boring No. Project Cantract 9B - Street Rehabiliiation
1407-09-01 R-2 Fort Worth, Texas
Location Water Obsenrations
See Plate A.1 Dry at completion
Cornpletion Completion
Depth 10.�, Date g-� 6-09
Surface Elevation Type
Auger: B-34
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ASPHALTIC CONCRETE, 3 1/2" thick
ROCK BASE, 5" thick 4.5+ 24 100
SIITY CLAY, brown and tan, wl calcareous nodutes 4.5+ 90 78 26 52 24
and occasionat fimestone fragments, very stiff 4,�+ 23
4.�+ 21
5 SHALY CLAY, tan and light brown, w( calcareous 4-5+ 15
nodules, very stiff to hard 3,� 24
4.5+ 24
4.5+ 76 51 20 31 18
4.5+ 16
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� g 1 Coniract 9B - Streei Rehab� itation
1407-09-01 �'i-'I Fort Worth, Texas
Location Water Observaiions
See Plate A.1 Seepage at 8' during drilling; water at 6` at completion
Completion Completion
Depth ,�� p, Date g_16-09
Surface Elevation Type
Auc�er. B-34
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Stratum Description
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.AY, tan and light brown, w! calcareous
and deposiis, hard
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Project No Boring No. Project Contract 9B - Street Rehabilitation
9407-09-01 .�-� Fort Wor�th, 'Texas
Locatian Water Observations
See Plate A.1 Dry at completion
Comptefion Completion
Depth �� Q� Date g_18-09
Surface Elevation Type
Auger: B-34
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ASPHALTIC CONCRETE, 1 1/2" thick
CONCRE7E, 6" thick 4.5+ 45 46 1$ 28 20
SILTY CtAY, brown, w/ calcareous nodu3es, 2.0 16 107
limestone fragments and gravei, stiff to very stifF q,$+ 16
4.5+ 14
5 SHALY CLAY, tan and light brown w/ calcareous 3.5 13
nodules, hard 3.25 87 59 21 38 19
4.25 18
2.5 19
2,25 16
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Project No Boring nto. Project Cantract 9B - Streei Rehabilitation
1407-Q9-01 .�-2 Fort Worth, Texas
Location Water Observations
See Plaie A.1 Dry at completion
Completion Completion
Depth 9 0.0' Date g-16-09
Surface Elevation Type
Auaer: B-34
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1!2" thick
own, w/ limesto
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nodules hard
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Project No Boring No. Project Contract 9B - Street Rehabilitation CM]� Evc[�F��Nc iNc
1407-09-09 �.�-� Forf Worih, iexas
Location Water Observations
See Plafe A.1 Dry ai completion
Completian Completion
Depth �� �� Date 9_.� 6-09
Surface Eievation Type
Auger: B-34
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ASPHALTIC CONCRETE, 5 1/2" thick
RdCK BASE, 5" fhick 2.0 28 93
51LTY CLAY; dark brown io brown, w! calcareous 2,25 28
nodules stiff 2,25 gg 71 24 5� 27
2.25 29
� SHA�Y CLAY, tan, w/ calcareous nodufes and 2.0 29
limestone seams, stiff to very stiff 3,2� 23
- hard 7' - 10' 4.5+ 19
4.5+ 94 62 20 42 19
4.5+ 12
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Project No Boring No Project Contract 9B - Street Rehabilitation
1407-09-01 LD-� Fort Worth, Texas
Location Water Observations
See Ptate A.1 Dry ai completion
Completion CompEeiion
Depth � a �. Date 9-'I6-09
Sorface Elevaiion Type
Auaer: B-34
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SHALY CLAY, tan, w/ calcareous deposiis hard
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tv Ci o m� ca� a-� �� m-o 0o cs coo
� � mn.� acn JJ �� a � �c> » �c�a
4.5+
PLATE A.14
Pro'ect No Borin No. Pro ect CMT ENGINEERING INC
J s s Contract 9B - Street Rehabilitation
9407-09-41 L�-2 Fort Worth, Texas
Location Water Qbseroations
See Ptate A.9 Dry at completion
Compietion Completion
Depth 10.0' Date g_� 6-09
SurFace Elevaiion Type
Auger: B-34
LL o � o .
� N � G"
Q- >. E � a Z o ? I.L � y o-
o�� Stratum Description o o� m �� o � o.0 �_�_ � m�
c n C C � � ai a-—- x;n y: � U o a' c
(.� O 3� y> '�= in= �n a> c ry c���
W (7 o a�� m a� a-E m� m"o 0 o cQ c o 0
� � m�r- ain _,� a� � _ �c> » �c��
ASPHALTIC CONCRETE, 2 1/2° thick
ROCK BASE, 6" thick 4.5+ 24 97
SiLTY CLAY. dark brown, w/ caicareous nodules, 4.5+ 91 66 22 44 18
hard q,5+ 18
SHALY CLAY, tan, w/ calcareous nodules and 4.5+ 14
5 limestone seams, hard 4.5+ 12
4.5+ 14
4.5+ 14
4.5+ 87 59 20 39 9 0
4_5+ 11
10 -----------------------
0
N
O
Y
0
�
�
U
d
�
4
m
o �0
�
z
�
0
m
ti
o LOG OF BORING NO. LO-2 PLATE A,15
�
Projecf No Boring No. Project Contract 9B - Streef RehabiliYation
140?-49-01 �-'� Fort Worth, Texas
Location Wafer Observations
See Plate A.1 Dry at completion
Completion Completion
Depth � a Q, Date 9-16-09
Surface Elevation Type
�,'M� EI�GL\EERL�IG II�TC
AuQer: B-34
�- o a"'i
� � f/7
`° Straium Description
Slt7Y ClAY, dark brown, w/ calcareous nodules
sfiff io very stiff
5 SHALY CLAY, tan, wl clay seams, calcareous
nodules and ironstone nodules hard
o .
m
N C �
O C 0 0 �� � � �
' m Z o >. N�; C��
0 0 � v m� � �� �� �_�� ��'�
N�� m�� •_ x � ov o n=
U � 3� y> >'— �= Nm 'nC r-y U��
� � o ycn � m cT� �� m�a o o c� c o 0
� � mQt= �cn :_,� a_, a � �c> >.� �c�a
2.5 2? 93
3.5 93 69 23 46 26
4.25
�
0
N
O
i�
z
�
0
m
�
0
o LOG OF BORIi�IG 1V0. M-1
J
PLATE A.'t6
C� ENGINEERING INC
Project No Boring No Project Contract 9B - Street Rehabilitation
9407-09-01 �-2 Fort Worth, Texas
Location Waier 08seroations
See Plate A.1 Dry at completion
Completion Completion
Depth 10.0• Date g-16-09
Surface Eleva#ion 7ype
Anger: B-34
0
�- �' -
O � N = lL
� Q � ' - p '
.0 � 0 C O o 'Ly
� � � � � 6
o � � Stratum Description � o � ° �= o �� -�� � y �_ � ��
� � ��,� N�; a_ '_ x N� o� o Q�
C� � 3 c rn > �:" in =�in N c�- ui V��
LLt C7 ou�� m� a� �E ca� oo cQ coo
r� � mat= �cn �_, a� a ��c� �� �c�a
ASPHALTIC CONCRETE, 5" thick 4.5f 62 69 25 44 17
SILTY CLAY, dark brown, wt calcareous nodules, 4.5+ 23 97
very stiff 4.5+ 23
- wl asphalt fragments, fill, 0.4' -'i' q 5} 23
SILTY CLAY, brown, w/ calcareous nodules, very 4•Q 22
5 stiff 4A 20
SHALY CLAY, tan, w! limestone seams and 4.5+ 16
calcareous nodules, very stiff to hard 4.5+ 89 44 19 25 13
3.75 24
4.0 22
1 -----------------------
0
N
0
F
�
C?
�
U
a
C9
9
o � �
0
�
Z
�
O
m
LL
o LOG OF BORING NO. M-2 P�ATE A.17
J
Project No. Boring No Project Contract 9B - Streei Rehabilitatian
1407-09-01 M-3 Fort Worth, Texas
Water Observations
CMj EI�?GINEERING INC
Locat�on
See Plate A.1 Dry at completion
Completion Compietion
Depth � g p. Date 9-1 fi-09
Surface Eleva#ion Type
: B-34
U- o
� �
a T
m �
�
Stratum Description
6ASE, 2 1t2" thick
brown, w/ calcareous nodules,
5
m
0
�
`o
�
❑
�
�
0
SHALY CLAY, tan, w! calcareous noauies snrr
- hard, 8' - 10'
-----------------------
� �
Z
�
O
m
ti
0
o I.OG OF BORING NO. M-3
(
� �I
o ��
� N O
a'
�'O Z o � U" m v�i tA
o ti� �,o � � � �� z= =m� I
� ��� _�; -��_ ��_ � x� m o� o a�
U � 3 �u' N> '�= in— in �� c -' v� v E�
u� C3 oc�[n cn� s� �E cc-a oo c,� coo
� � mn.~ acr� JJ a1 a5 �c� �� �c�Q
2.
4.5+
PLATE A,18
1 . 20
w-
m
-�-' O .. 80
�
�
m
L
�
L
� 0..40
�
�
2.40
2 .00
� 1 .. 60
+�
�
aNi 1 20
�
�
p a .80
0
�
� 0 . 40
RESULTS
C, tsf 0_66 _
�, deg 0 -
TAN #� 0
O -
0
0..40 0..80 1..20 7.60
Normal Stress, tsf
��
p . . . . .
0 5 10 i 5 2fl
Av�nE Ctr^:rl> %
TYPE OF TEST:
Unconso3idated undrained
SAMP�E TYPE: Undisturbed
DESCR=PTION: Ciay, brown
LL= PL= PI=
SPECIFZC GRAVTTY= 2.65
REMARKS: I
FIG N0.
SAMPLE NO..
2..00
2 40
WATER CONTENT, %
Q DRY DENS=TY> pcf
t-i SATURATION, %
r VO=D RATIO
H
z D=AMETER, in
H
HEIGHT, in
WATER CONTENT, �
� DRY DENSITY, pc#
w SATURATION. %
~ VOZD RATIO
� DiP,METER , i n
NEIGHT, in
Strain rate, %/min
BACK PRESSURE, tsf
CELL PRESSURE, tsf
FAILURE STf2ESS, tsf
PORE PRESSURE, tsf
ULTIMATE STRESS, tsf
PORE PRESSURE, tsf
6� FAILURE, tsf
63FAILURE, tsf
_
2 . 88
3.24
1.32
1 . 32
1..68
O_36
LIENT: URS Corparation
ROJECT: Contract 9B Streets
Fort Worth> Texas
A�SPLE LOCATION: S-1 � 8 1/2"-2
ROJ. NO.: 1407-09-01 DAiE: 9/25/09
TRTAXIAL SHEAfZ TEST REPORT
PLA7� A�'i ��
_ 1
28 . 6
92.1
95..2
0.797
2..75
4.15
29 . 9
92.1
99_5
4..797
2.75
4.15
1.20
�-
�
+� O . 80
w
�
�
t
�
�
L
� �..�d
�
�
2.40
2.40
� 1.60
+�
�
m 1.2Q
�
�
�
a 0 80
�
>
0 0 . 40
. .... .... .... .... .... .... ... _...
• - . .... .... .... .... .... .... .... ..
RESULTS : :.::; -:::_ .,... ::s: <::, ::;: ::::
C, tsf 0_91
�, de9 4
TAN � O . .... .... ..
O' _ ' ' ' " _
0
0 40 0 80 1..20 1..60
Normal Stress, tsf
O.... .... .... ....
0 5 10 15 20
i:XiO! C��C;, , %
TYPE OF TEST:
UnconsoJidated undrained
SAMPLE TYPE: Undisturbed
DESCRIPTION: C1ay, brown
�L= PL= PI=
SPECIFIC GRAVITY= 2.65
R�MARKS: (
SAMPLE N0.
2 . 40
WATER CONTENT, �'
-� DRY DE[VSITY, pcf
� SATURATZON, %
H VOZO RATIO
H DSAMET'ER , i n
HESGHT, in
WATER CONTENT, �
� DRY DENS=TY, pcf
�
� SATURATION, �
~ VOID RATIO
Q DIAMETER, in
HE2GHT, in
Strain rate. %/min
BACK PRESSURE, tsf
CELL PRESSURE, tsf
FA=LURE STRESS, tsf
P�RE PRESSURE, tsf
ULTIMATE STR�SS, tsf
P(�(�� PRFSSURE , t S f
6� FAILtJRE, tsf
63�AILURE, tsi
2 . 88
3.24
1 . 83
1 83
2.19
0.36
CLIEi�JT: URS Corporot i on
PROJECT: Contract 9B Streets
Fori Worth, Texas
SAMPLE LOCATION: 8-2 � 1 0'-2.0'
PROJ. NO.: 1407-09-01 DATF: 9/25/09
��c _ �va .
2 oa
1
22.3
95.3
80.3
0..�36
2.75
4_l0
26.4
95 3
95.0
0 .. 736
2..75
4.10
TRIAXZAL SHEAR TEST REPORT
PLATE Aa20
1 . 50
�-
�
+' 1 . 00
�
�
�
L
�
�
�
� 0 . 50
�
�
�
�
�
�
�
�
L
+,
�
�
0
�
v
>
�
�
. .... .... .... .... .... .... ... .... ....
RESULTS [ . .: .: :.:. : : : : . :. ; : : .. : = : <
C, tsf 1 .16
� , deg 0 : . ..:..:...:..:.. ..:..: :
..,.. ...; .,..._ ..,.. ..,..,..: : -_ . . ....: . . .. .......: ..: ..,...._,..,..;..... ..... --
..:: .
TAN � � : :<<:.. ;..;..�:.....::::• :.;;; ..:..: �...;...:;:: •:
O
0
0..50 1.00 i.50 2 00
Normal Stress, tsf
6.00 -
5 . 00
4.00 -
3.,00 -
. . . . . . . ....... . ...... .
2 . 00
'! 00 -
0
0 5 i0 35 20
a��u, �t,�,,,, � ,
TYPE Or TEST:
Unconsotidated undrained
SAMPLE TYPE: Undisturbed
DESCf2If'TION : C 1 ay , w t hd .. b row�
LL= P L=
SPECIF=C GRAVZTY= 2.65
REMARKS:
FIG . NO .
SAMPLE NO.
.� vv
WATER CONiENT, %
Q DRY DENSITY, pcf
� SATURATZON, �
F.--� VOID RATIO
Z QIAMETER, in
H
HEIGHT, in
WATER CONTENT, �
�" DRY DENSSTY, pcP
�
� SATURATION, %
VOZD RATIO
~ DIAMETER, in
Q
HEIGHT, in
2 50
1
18.4
1Q9.2
94.6
0.515
2 72
3.70
19.4
i09.2
99..9
0..5'15
2..72
3.70
Strain rate, %/min
BACK PRESSURE, tsf
CELL PRESSURE, tsf
FAYLURE STRESS, tsf
PORE PRESSURE, tsf
ULTIMATE S7RESS, ts#
P(}RF RR�SCI j(?� � + c f
6� FAILURE, tsf
63FAILURE, tsf
2 .88
3.24
2 .32
2.32
2.68
0.36
CLTENT: URS Corporation
- PROJECT: Contract 9S Streets
p== Fort Worth, Texos
SAMPLE �OCAT=ON: G-1 � 7"-2..0'
PROJ. NO.: 1407-09-0? DATE: 9/25/09
TR�AXIAL SHEAR TEST REPOR3
PLATE A_2'1
� 20
�
�
a-' O .. 80
�
�
�
L
�
L
� �..4�
�
�
2.40
2..00
� 1 60
+,
�
a�i 7 . 20
L
�
o O .8Q
�
0
.>
Q a.40
- -... .... ---
RESULTS : :::: :::: .:.:;:. :.-.:.;
C, tsf 0.68 _
�, deg 0
; . : : : : -- .- .- , . . : : : : �
:::�
TAN � 0 . .... ---- �-� -
� _ ' _ "
0
0..40 0.80 '1.20 1..60 2.00 2.40
Normal Stress, tsf
0
SAMPLE NO.
WATER CQNTENT, �
-� DRY DENS�TY, pcf
r�► SATURATION, %
H VOID RAT20
z D�AMETER, in
H
26..6
95.4
96.0
0.733
2 . 72
4.00
WATER CONTENT, % 27.7
� DRY DENSSTY, pcf 95.4
w SATURATION, q 100_0
~ VO=D RATIO 0.733
~ DTAMETER , i n 2.. 72
Q
HEIGHT, in 4.Q0
Strain rate> %/min
BACK PRESSURE, isf 2.88
CELL PRESSURE, tsf 3.24
F,4=LURE S�'RESS , ts f 1 37
PQRE PRESSURE, tsf
0 5 14 15 20 ULTIMATE STRESS, tsf i..37
o;; i � i �t:-� ; r, � PORE PRESSURE, tsf
TYPE O� TEST: 6� FAILURE, tsf 1.73
Unconsolidated undrained 63 FASLURE, tsf 0.36
SAMPLE TYPE: Undisturbed CLIENT: iJRS Carporation
DESCRZPTION: Clay, brown
PROJECT: Con#ract 9B Streers
LL= PL= PI= Fort Worth, Texas
SPECIF=C GRAVZTY= 2 65 SAMPL� LOCAT=ON: R-� � 10"-2 0'
REMARKS: 1
ROJ. NO__ 14Q7-09-01 DATE: 9/22/09
F=G.. NO.
-- -� �- �
PLATE A�2� I
� .2a
4-
�
+' 0..80
�
�
�
L
i-+
�
L.
v 0 .. 4-O
�
�
2 . 4Q
2.00
� 1 .. 60
+�
�
m 1 . 2d
�
+�
�
p 0.80
0
�
a 0 . 40
•
RESULTS
C, tsf 0.56 - - -
� deg 0 -
TA�! � 0
0
0
0 40 0 8d 1..20 1..60
Normal Stress, tsf
SAMPLE NQ
WAiER CONTENT, �
� DRY t�ENSITY, pcf
- r�t SATURATION> %
� VO=D RA7Z0
H
Z D=AM�TER, in
- - �
HEIGHT, in
WATER CONTENT, %
r' DRY DENS=TY, pcf
- : ��- � SATURATI�iV . %
VO=D RATIO
Q DiAMETER, in
HEZGHT, in
Strain rote, %/min
BACK PRESSURE, tsf
CELL PRESSURE, isf
- �AILURE STRESS, tsf
PORE PRESSURE, tsf
0 5 10 15
^xi�! Str,.�, , %
TYPE OF TEST:
Unconsolidated undrained
SAMPLE TYPE= Undisturbed
DESCRIPTION: Clay, tan & brown
LL= PL=
SPECIFIC GRAVZTY= 2 65
REMARKS:
FIG . NO .
20 ULTIMATE SiRESS, tsf
POR� PRESSURE, tsf
6� FAILURE, tsf
63FAI�URE, tsf
CLIENT: URS Corporation
3
23..8
99 . 8
96.1
0..657
2 . 72
4.10
24.6
9 9 .. 8
99.2
0..657
2 . 72
4_10
2..88
3.24
1 .12
1 12
1 . 48
0.36
2..00 2.40
PROJECT: Contract 9B Streets
P1= Fort Worth. Texas
SAMi'L� LOCATION: R-2 � 8 1/2"-2..0'
OJ_ NO.: 1407-09-01 DAiE: 9/25/09
TRIAXIAL SHEAR TEST REPORT
���►i'� �►.,23
1 20
�
N
+' 0 . 80
�
m
�
L
�
�
�
� � .. �'0
�
�
2.40
r �•
4-
� 1,60
Y
m
aNi 1 20
L
�
p 0.80
�
a
�
0 0.40
. ... .... .... .... .... .... .... .... ..•-
RESULTS
C, tsf 0.88 -
�, deg 0
�
0
0.40 0 80 1..20 1..60
Normal Stress, tsf
- :�r._
O -
0 5 10 15 2�
AXiQI ���nin, %
TYPE OF TEST:
Unconsolidated undrained
SAMPLE TYPE: Undisturbed
DESCR�PTION: Clay, brown
LL= P L= PS=
SPECIFIC GRAVZTY= 2.65
Kt1vIP,KKJ : I
SAMPLE NO..
2 40
WATER CONTEMT, q
� DRY DENSZTY, pcf
� SATURATION, �
z VOID RAiZO
� Q=AMETER, in
HEIGNT, in
WATER CONTENT, %
� DRY DENSITY, pcf
�
� SATURATION, %
~ VO=D RAT20
F DIAMETER, in
Q
NE=GHT, in
2 OQ
1
26.1
94 8
92 9
0.746
2 . 73
4_Q5
28 . O
94.8
99 .4
0.746
2..73
4.05
Strain raie, %/min
BACK PRESSUftE, tsf
CELL PRESSURE, �sf
F'ATLURE STRESS, tsf
PORE PRESSURE, tsf
ULTIMATE STR�SS, tsf
PORE PRESSURE, tsf
6� FAILURE, tsf
63 FAZLURE, tsf
2.88
3.24
�_�s
1 .76
2.i2
0.36
CLSE3�lT: URS Corporat i on I
PROJEC�: Controct 9B Streets I�
Fort Worth, Texas
SAtv1PLE LOCATION_ H-1 � 8 1/2"-2.0` '
I�
i
PROJ. NQ.: 1407-09-OT DATE: 9/22/09 i
FIG. N0.
TRSAXIAL SHEAR TEST REPORT I�
P LATE A„24
1 20
�-
�
-�' O . SO
m
N
v
i
'in+
V!
S_.
� a..40
�
�
2.4Q
2 . 00
� 1 .. 60
�
�
�
a� 1 20
�
�
p O . 80
�
a
>
0 0.40
:..��
Q
d 5 10 15 20 �
Axi�f Stroin, �
TYPE OF TES?:
Unconsolidated undrained
SAMPLE TYPE: Undisturbed
DESCRIPTION: Clay, brown w/rock
LL= PL= PI=
SPEC2F=C GRAVITY= 2.65
REMARKS:
FIG. NO.
RESULTS
.
C, tsf 0.94 � : _.: � . � : : : : : : : . : : . . : : : : -
: :::: ::'
�, deg 0 .......:..:..:...:.....:..:..:..:....:..�...:...
..... ......:...: ..:.. ..:..:..:..:.. ....... . ... ..:..:..:..:.
. ...
.... � ::::
7AN � 0 : .: .; ..: .. :..: : : : : : :. .. �
O
a
0 40 0.80 1..20 9.60
Normal Stre�s, tsf
SAMPLE NO..
WATEf2 CONTENT , �
-� DF2Y DENSITY . pcf
E-�i 5ATURAT=ON, �
H VO=D RATIO
Z DTAMETER , i n
H
HE�GHT, in
WATER CONTENT, �
►- DRY DENSSTY, pcf
�
� SATURAiION, �
� VaZD RATIO
Q DIAMETER, in
HEIGHT, in
Strain rate, �/min
BACK PRESSUftE, tsf
CELL f'RESSURE , t s f
FA2LURE STRESS, tsf
PORE PRESSURE, tsf
ULTIMATE STRESS, tsf
PQRF" PR�SS(,JRF , t � f
6� FAILURE, tsf
63FAILURE, tsf
2 . 88
3.24
1 87
1.87
2.23
0.36
LIENT: URS Corporation
ROJECT: Contract 9B Stree#s
Fort Worth, Texas
AMPLE LOCATIOiV : J-'i � 2 0`-3 . 0'
PROJ_ Nfl.: 14a7-09-01 �ATE: 9/25/09
TRIAXIAL SHEAR TEST REPORT
PLATE A„25
2..00
1
16.1
106.7
77 8
0.550
2..65
4.10
79.6
106.7
94.5
0.550
2 . 65
4.90
1.20
ti-
�
+' O . SQ
�
N
N
L
�
�
1..
� 4..4Q
s
�
RESULTS
C, tsf 0_72
�, deg 0
TAN � 0 -
0 - - --
0 0 40 0 80 1..20 1..60
Normai Stress, tsf
- - 2 .. a.o —
SAMPLE NO.
- - WATER CONTENT, %
2.Q0 _ Q DRY DENSITY, pcf
--= - N SATURATZON, %
� VO=D RATIO
H
� - - - - - - z DIAIv1ETER , i n
1 .. 60 N
�'�' = HE2GHT , i n
: : : .: ....:.....� -.. .
_ ... .__..
u� :. : .;.. :_.: ;..;.....:': : : : : : : WATER CONTENT, �
ai i.20 - - � DRY DENS=TY, pcf
L � - w SATI}RATIQN , %
tiy - � VQID RA�iZO
� - � DTAMETER , i n
o a..$o - _ ¢
+, HEIGHT, in
° - Strain rate, �/min
� - BACK PRESSURE, tsf
0 0..40 - _ - _
- CELL PRESSURE, tsf
- �AZLURE STRESS, tsf
p - - PORE PRESSURE, tsf
0 5 10 15 20 ULTIMATE STRESS, tsf
Ax ; o! S: r� i r, 7 PUR� PR�SSIJft� :�� f
TYPE OF TEST: 6� FA�LURE, tsf
Unconsolidated undrained 63 FAILURE, tsf
SAMPLE TYPE: Undisturbed CL=EIVT: URS Corporation
DESCR2P3ION: Clay, brown
PROJECT: Confiract 9B Streets
L�= PL= PI= Fort Worth, Texas
SPECIFIC GRAVZiY= 2 65 SAMPLE LOCATION: J-2 � 3"-1..0'
REMARKS:
�PROJ. NO.: 1407-09-01 DATE_ 9/28/09
FIG _ NO .
2 . 88
3 24
1 43
1 42
1 79
0.36
TRIAXIAL SHEAR TEST REPORT
PLATE A.2�
2 _ 40
2 00
1
19 .3
97..0
72.6
Q.706
2.70
3.60
26.1
97..0
98.1
0.706
2.70
3.60
1 .. 20
�
�
� O . 80
�
�
�
�
�
�
L
� 0..40
t
�
2 . 40
•i
N 1.60
�
�
a�i 1 .. 2 �
L
N
a O.SO
0
>
Q 0 . 40
�7
RESULiS
. ... ...; ....
. ...:..... ..... -:�
C, tsf 0.67 . .... .... .... :.:: ::::
�, deg 0
TAN }� 0
0
0
a 40 0 80 1.20 1.60
Normai Stress, tsf
SAMPLE NO.
WATER CONTENT, %
Q DRY DENSITY, pcf
- t-I SATURATION , �
~ VOZD RATIO
H
Z #�TAM ETER , i n
-- - H NEIGHT, in
- �-� � . WATER CONTENT , �
;'�r �
DRY DENSITY, pct
t�i SATURATZON, �
" ~ VOID RATIO
� DIAMETER. in
Q
HESGI-iT , i n
Strain rate. %/min
BACK Pf2ESSURE, tsf
CELL PRESSURE, tsf
FAZLURE STRESS, tsf
PORE PRESSURE. tsf
0 � 10 15
Axicl Str�ir., �
TYPE OF TEST:
Unconsolidated undrained
SAMPLE TYPE: Undisturbed
DESCRZPTION: Clay, brown
LL= P�=
SPECIFZC GRAVIT'Y= 2.65
REMARKS:
�IG. NO.
2a ULTIMATE STRESS, tsf
PORE PRESSURE, tsf
6� FAILURE, tsf
63 FAILUftE, tsf
1
27..6
92.7
93 1
0.785
2.75
3.85
28..6
92..7
96.3
0..785
2 . 75
3.85
2 88
3.24
1_35
1 . 35
1 71
0.36
2 . 00 2 40
L�EN7: URS Corporation
PROJECT: Contract 9B Streets
p== Fort Worth. Texas
SAMPLE LOCATIaN_ l_.S-1 � 10 1/2"-2 0'
ROJ. NO_: 1407-09-01 DATE: 9/22/09
TRZAXIAL SHEAR TEST REPOftT
�i..��� �1.2�
1..20
�
�
� 0 . 80
�
�
�
L
�
L
y 0 . 40
�
�
RESULTS -
C, tsf a.76 - _
�, deg 0
TAN � 0 -
.... .... .... .... .... .. .... .... ._.. .. •- - ....
.... -�- �--- .... .... ... .... .... .... .... .� �---
0 - _ _
0
0.40 0.80 1..20 1..60 2 00 2.40
Normal Stress, tsf
2.40 =
- SAMPLE NO.
- - WA7ER CONTENT, q
2.00 Q QRY DENS=TY, pcf
- - t-i SATURATION, %
- ~ VO=D RAT�O
H
� 1 60 H OL4tv1ETER , i n
+�' • ��_. : - HEiGHT, i n
� - WRTER C4NTENT, 9'
� .� 20 � DRY DENSITY, pcf
� - - W SATURATION, %
� - ~ VQID RATIO
L - Q DIAMETER, in
p 0.80 - HtIGt-iT, i n
,�
° - Strain rate, %/min
� BACK PRESSURE, tsf
0 0.40 _
CE�L PRESSURE, tsf
F"AiLURE STRESS, tsf
p - PORE PRESSURE. tsf
0 5 10 15 20 ULTIMATE STRESS, tsf
Axiai Strain; % PORE PRESSURE, tsf
TYPE OF TES1': 6i FAILURE, tsf
Unconsolidated undrained 63FAILURE, tsf
SAMPLE TYPE: Undisturbed CLIENT: URS Corpor-ation
D�SCRTF'TION: Ctay, brown
LL= PL=
SPECIF=C GRAVITY= 2 65
�tNiAKKS :
2 88
3.24
1 52
1 52
1 88
O_36
OJ. NO_: 14Q7-09-01
DATE: 9/22/49
FIG_ N0.
PROJECT: Contract 9B Streets
p== Fort Worth, Texas
SAMPLE LOCATTON: LO-1 � 10 1/2"-2 0'
�
t I�L!'i/\l�`1L J�7C:.!-1f\ 1 LJ I !\1_� V1\ t .
�LAT� A„�8 I
1
27.8
90..4
88.6
Q.831
2.75
3_90
29 . 5
90.4
94.2
0..831
2..75
3.�0
1 . 20
�«-
�
� O . 80
�
�
a�
L
�
�
� 0..4Q
�
�
RESULTS -
C, tsf 0.79 -
�, deg 0
TAN � 0
0 --
0
0 40 0..80 1.20 1..60 2 00 2.40
Norma! Stress, tsf
2 . 4� - -
SAMPLE NO. 1
- WATER CONTENT, % 24..1
2.00 Q DRY DENSZTY, pcf 96..7
- H SATURATION, % 89..8
-- -- E- VQZD tZAT=0 �. 71 i
Fi
"' z D=AMETER> in 2.7Q
� 1 .. 60 : ' : '. : : : � I-i
. .... �;..
�" •••-• •� � :��� HEIGHT, in 4.00
. . . ; ; . ; ...�..:.....:.
� -
' N WATER CONTEN7, % 26.3
a�i 1 24 � DRY DENS=TY, pcf 96.7
� w SATURATZON, % 98•1
� - ~ VOID RATSO 0.711
L - Q DIP,3vIETER , i n 2. 70
o � 80 - HE�GHT, sn 4.Q0
�
� Strain rate, i/min
� BAC}C PRESSURE , t s f 2. 88
� O . 40
� CELL PRESSURE, tsf 3.24
- FPSLURE STRESS, tsf 1.59
� PORE PRESSURE, tsf
0 5 10 15 2Q ULTIMAiE STRESS, tsf 1.59
n;; j Y t g� r� j ri, � PORE PRESSIJRE , t s f
TYPE OF TEST: 6t FAILURE, ts� 1 95
Unconsolidoied undrained 63 FA�LURE, tsf 0.36
SAMPLE 7YPE: tJndisturbed CLIENT: URS Corporation
DESCRIPTION: Clay, brown
PftOJECT: Contract 98 Streets
LL= PL= pI= Fort Worth, Texas
SPECIF=C GRAV=TY= 2.65 SAMPLE LOCATION- LO-2 C� 8 1/2"-2..0'
REMARKS: f
FIG. NO.
RQJ. NO_: 1407-09-Q3 QATE: 9/22/09
TRI,4X�A� SHEAR TEST REPORT
PLATE A.29
1..20
�
�
� 0.80
�
�
a�
t
�
L
� 0..40
�
�
2.40
2.00
� 1 .. 60
�
�
a�i 1 . 20
L
�
a o..aa
0
,
o Q . 40
RESULTS -
C, tsf 0.94
� , deg 4 ..:.. ..:..:......:.. ..:..:..:..:
... .. :...: ..: ..,.. ..: .: . .
--:
TAN }� 0 . . � : :
0 -
Q
0 40 0.80 1..20 1..60
Porma! Stress, tsf
_.. ,
: : �. : - -
O.... ... -� .
0 5 la 15 2Q
:�;Xt^k Cfi',rn1�, %
TYPE OF T�ST:
Unconsolidated undroined
SA3�rIPLE TYPE: Und i stu rbed
flESCR2PTION: Clay, brown
LL= PL= PI=
SPECIF�C GRAVITY= 2..65
REMARKS: �
SAM�LE NO..
2.40
WATER CQNTENT, %
� DRY DENS=TY, pcf
H SATURATZON, �
~ VO=D RATZO
H
z OIAMETER, in
H
HEIGHT, in
WATER CONTENT, %
� DF2Y DENS=TY, pcf
w SATt1i�ATZQN , �
~ VOID RAT1'O
~ DIAMETER, in
Q
HEIGHT, in
2_00
1
27 . 1
92 8
91 7
0.783
Z . 75
4_10
29 1
92 8
98 6
0 .. 783
2 . 75
4_10
Strain rate, %/min
BACK PRESSURE, tsf
CELL PRESSURE> tsf
FASLURE Si"RESS, tsf
P�R� PRESSURE, tsf
ULTIMATE STRESS, tsf
PQRE PRESSURE, tsf
6� FAILURE, tsf
63 F'AILURE, tsf
2.88
3 . 24
1 . 87
1 .. 87
2 . 23
0_36
LIENT: URS Corporation
ROJECT: Contrqct 9B Stree#s
Fort Worth. Texas
AtvlPLE LOCATION : M-'1 �� 1/2"-2 0'
I
�
i
�zc _ �vo
PLATE l�,3C I
1 . 50
�
N
� � . oa
�
�
v
�
,�
�
L
� � �Q
�
�
RESULTS
._...
C, tsf 1.23 - -
. .... .. . ..:.
TAN � 0 -
�
0
4..50 1.0� 1..50 2..00 2..5Q 3 00
Nor�ial Stress, tsf
6.00 -}'
SHMPLE NO 1
WATER CONiENT, % 23.3
5.00 Q dRY DENSITY, pcf 97.0
- t-1 SATURATION, � 87..6
H VOSD RATiO 0..706
"" z DSAMEI"ER , i n 2.. 75
� 4.00 — � HE2GHT, in 4.00
�
N WATER CONTENT, % 25.7
ai 3..00 � DRY DENSITY, pcf 97 O
L w SATURATTON, � 96.3
c�n � VOID RATIO 0.706
L Q DIAMETER, in 2 75
0 2�00 HE�GHT, in 4.00
+. -
� Strain rate, %/min
� - BACK PRESSURE, tsf 2.88
0 1 . 00
CELL PRESSURE, tsf 3,24
FASLURE STRESS, tsf 2 48
� PORE PRESSURE, tsf
O 5 10 15 20 ULTIMA7E STRESS> tsf 2..48
Ax�e! Strn�n, % PORE PRESSURE, tsf
TYPE OF TEST: 6� FAILURE, tsf 2.82
Unconsolidated undrained 63FAILURE, tsf 0.36
SAtviPLE TYPE: Undisturbed CLIENT: URS Corporation
QESCRIPTION: Clay, brown
PROJECT: Contract 98 Streets
�L= PL= P== Fort Worth. Texas
SPECIFIC GRAV�TY= 2.65 SAMPLE LOCATZON: M-2 � 1 0'-2.0'
R�MARKS: II
FIG . NO .
RQJ. NO.: 1407-09-01 DATE: 9/28/09
TRTAXL4L SHEAR TEST REFORT
P�ATE A.31
1 . 20
�
�
� 0 . 80
m
N
N
L
�
L
� Q . 4d
t
N
RESiJ LTS
C, tsf 0.78 -
�, deg 0
TAN � 0 : :::: :::: :::: :: _
�
0
Q 40 0 80 1.20 l.60
Pormal Stress, tsf
2 . 40 —
SAMP�.E NO.
WATER CONTENT, %
2.00 Q ORY DENSITY, pcf
- " t-► SATURAT=ON , �
� VOID RATIQ
'`-' z DIAMETER , i n
� 1.60 :::- -- H
.� : •. • • : ;..;..� .... :...:..:..:.. :.
HEZGHT, in
N WATER CON7'ENT , %
� � 2� � DRY DENSSTY, pcf
L w SATURATiON, �
� ~ VOID RATI4
�
�'" DIAMETER , i n
0 0 . $O Q
� -
HEIGHT, in
a Strain rote, q/min
� - SACK PRESSURE, tsf
v 0..40 -
� CELL PRESSURE, tsf
FA=LURE STRESS, tsf
� PQRE PRESSURE, tsf
0 5 i0 i5 20 ULTIMATE STRESS, tsf
axia! Str�in, % PORE PRESSURE, tsf
6� FAILURE, tsf
TYPE OF TEST:
Unconsofidated undrained 63 FAZLURE, tsf
SAMPLE TYPE: Undisturbed CLIE[�T. URS Corporation
DESCRZPTION: Clay, brown
LL= PL= P1=
SFECIFIC GRAVITY= 2 65
REMARKS:
2.88
3.24
1.55
1 55
1 .91
0.36
'ROJECT: Contract 9B Streets
rort Worth, Texas
SAMPLE LOCATION: M-3 � 7"-2.0'
�FZOJ. NO_: 1407-09-01 DATE: 9/25/09
FIG.. NO.
2..4a
2 00
1
24 . 8
97 .8
95.0
O .. 692
2.75
3.95
26 . �
9i..8
100.0
0.692
2 . 75
3_95
TRIAXIA� SHEAR TEST REPORT
PLATE A.3-
3..00
�
+' 2.0�
u�
�
I �
�
�
L
� 1.00
�
�
ftESULTS
C, tsf 2.31 : � ���� �
�, deg 0 -
TAN {� 0 ' : : :..:. ..;..,..: :
0
0
1.00 2 00 3 00 4 a0
Normal St�ess, tsf
6 00
- - SAMPLE N0
5 00 -
�
� 4.00
y -
�
1
5..00 6 00
WATER CON3ENT, 90 29 O
Q DRY DENS=TY. pcf 89 2
H SATURATION, � 90.1
H VOID RATIO 0.854
Z DSAMETER, in 1 35
H
HEIGHT, in 3.OQ
� �y WATER CONTENT, �
'� 3 00 _ � DRY DENS=TY, pcf
L t� SATURATZON, %
cn � VOID FZATTO
� � DI.4METER , i n
a 2 ao � Q
}, HEIGHT, in
� Strain rate, %/min
� SACK PRESSURE, ts€
0 1 . 00
CELL PRESSURE, tsf
FA=LURE STRESS, tsf
� PORE PRESSURE, tsf
Q 5 10 15 20 ULTZMA�E STRE5S, tsf
qxi�l Strpj�, % PORE PRESSURE, tsf
TYPE OF TEST: 67 FAILURE, tsf
UnconsoEidated undrained 63FAILURE, tsf
SAMPLE TYPE: Remold
QESCR=PTION: C3ay, brown
wf 7% L i me
LL= PL= PI=
SPECIFIC GRAVITY= 2 65
fttMARKS:
1.44
1.80
4.62
0 .73
4 98
0.36
LIENT: URS Corporation
ROJECT: Contract 9B Streets
Fort Worth, Texas
AMPLE LOCATION: B-3 � 8 1/2" 2..Q'
ROJ. NO.: i407-09-01 DATE: 1�/1/a9
F�G .. NO
30..8
89..2
95.7
0 .. 854
1 35
3.00
TRIAX�AL SHEAR TEST REPORT
PLATE A.33
1.50
4-
�
;' 1 . 00
�
�
�
L
�
�
L
� � . �J d
L
�
RESULTS - -
C, tsf 1 . i4
�, deg 0
--- ---
TAN � O ' � ' ' � � •<�-_ �
� - -
fl
Q.50 1.00 1..50 2 00
Normal Stress, tsf
6 . �:- - -
SAMPLE NO
WATER CONTEIJT, �
5..00 Q DRY DENS=TY, pcf
_ _ _ � SATURATI01�1, �
H VOID RATiO
N 4.00 H D2AMETER, in
... -- .... ....
'''' HESGHT, i n
�n - WATER CONTENT, %
a�i 3..00 - - !'" DRY DENSITY, pcf
L � SATURATION, 9�
..; u� � ~ VOID RATIQ
' L Q DiAMETER, in
.... ..._.....
p 2.00 :.:: ::.: :::: ::::
. . .... ... .. -
_,., : .: ..: . ...........:.. ..:....-�- : : : : H GNT . � n
� Strain rate, �/msn
Q i 00 BACK PRESSURE, tsf
CELL PRESSURE, tsf
FAILURE STRESS, tsf
p PORE PRESSURE, isf
0 5 1Q 15 20 ULTIMATE STRESS, tsf
Ax ±n I St r� j�, � PORE PRESSiJRE, tsf
TYPE OF TEST:
6� FA�LURE, tsf
Unconsokidated undrained
63 FA1'LU�E, tsf
SAMPLE TYPE: Remold C�IENT: URS Corporation
DESCR=PTION: Cloy, tan
w/ 7% Lime PROJECT: Contract 96 Streets
�L= P�= PI= Fort Worth, Texas
SPECIF�C GRAVZTY= 2.65 SAMPLE LOCAT20N: G-1 � 7"-2..0'
RtnAARKS : i�
PROJ_ NO.: �407-09-01 DATE: 10/�/09
FIG_ N0.
TRIAXIAL SHEAR TEST REPORT j
�
PLATE Aa3l
1 . 44
1 80
2..29
1 . 79
2 . 65
0.36
1
2 50 3 00
79 .O
99 . 7
76.6
0.659
1.35
3_00
21 4
99.7
85.9
0 .. 659
1 .. 35
3.00
2 . 25
4-
y 1 . 50
N
�
�
L
+�
�
L
� O . 75
�
�
W� 7� �i�e PROJECT: Corstract 9B Streets
LL= P�= PI= Fart Worth, Texos
SPECIF=C GRAVZTY= 2.65 SAMPLE LOCATION: R-2 �$ i/2"-2 0'
REMARK�: 11
RESULTS _
C, tsf i.60 -
�, deg 0
T ..;.. .. ...; ..: . : ...:..:..:..:.. ..
; - �
O
0
0 75 1 50 2 25 3 00
Normal Stress, tsf
6..00 -�
SAMPLE N0.
WA7ER CbNTENT, q
'; �,pp Q DRY DENS=TY, pcf
- " t-i SATURATIQN, �
~ VOID ftATIO
H
''"" Z 02AMETER , i n
N 4..00 H
+' HEIGHT, in
� WATER CONTENT, �
aNi 3.00 � DRY DENSITY, pcf
L W SATURATION, %
+� - t--
� VOID RATZO
L - Q DTAMETER, in
. . . . . . ...:....... . ...... .
0 2•�� NEIGHi, in
.�
� Strain rate, 9a/min
� - BACK Pf2ESSURE, tsf
0 1 00
CELL PRESSURE, tsf
FA�LURE STRESS, tsf
� PORE PRESSURE, tsf
0 5 10 35 20 ULTIMATE STRESS. tsf
Ax � c7 i S t f n i n, � P4RE PRESSURE , ts f
TYPE QF TEST: 6� FAILURE, tsf
Unconsolidated undrained 63FAILURE, tsf
SAMPLE TYPE• Remold CL=ENT: t1RS Corporation
QESCRIPTION: Clny, tan
PRQJ. NO.: 3407-09-Q1 DATE: 10/1/09
��c . r�o _
TRIAXIAL SHEAR TES7 REPOFZT
PLA7E A,.35
1 . 44
1.80
3 20
2 . a�
3.56
0.3fi
3 ._ 75 4 50
1
2� O
94 �
87 3
0.759
1 . 35
3.00
26..4
94.0
92.2
0 . 759
1 35
3.00
2..2�
�.-
�
� i..SQ
�
�
m
L
-N
�
S..
� � . 7 �J
�
N
�
+�
�
m
�
L
+�
�
L
�
�
0
>
a�
0
RESULTS -
C, tsf 7.5Q
�, deg 0 -
TAN � O -
. . . . . . . . . . ._ . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . .
o — - -
0
0.75 1.50 2..25 3..00 3..75 4 50
Normal Stress, tsf
s.00 - - -
5.00
4 . 00
3..00
2 . QO
1.00 -
O
O 5 10 l5 20
Axial Strain, %
TYPE 4F TEST:
Unconsolidated undrained
SAMPLE TY'PE: Remotd
dESCRIPT2aN: Clay, brawn
w/ 7% Lime
LL= PL= PI=
SPECSFZC GRAVITY= 2..65
KEfviH�t<S :
SAMPLE NO 1
WATER CQNTENT, 9"
Q DRY DEN5�TY, pcf
H SATURATION, �
H VOID RATIO
Z DTAMETER> rn
H
HESGHT, in
28..5
90..2
90.7
0 . 834
i .35
3.00
WATER CONTENT, �
F DRY DENSITY, pcf
� SATURATION, %
� VOID RAT=0
Q DIAMETER, in
HEIGHT, in
30..2
90.2
96..0
0.834
1,35
3.ao
Strain rate, q/min
BACtC PRESSURE, tsf
CELL PFZESSURE, tsf
FAILURE STRESS, tsf
PORE PRESSURE, tsf
ULiIMATE S'TRESS, tsf
PORE PRESSURE, tsf
6� FAILURE, tsf
6'3 FAIWRE, tsf
1 44
1 80
Z . 99
2..29
3 . 35
0.36
ICLIENT: URS Corporation
PROJECT: Contract 9B Streets
Fort Wort[�, Texas
SAMPLE LOCATSON: LI-1 � 10"-2.0'
PROJ. NO.: 1407-09-03 DATE: 10/1/09
�zc . No .
� rclt,.tl.t�� �nr�tc i t.J i I'CCt�VCC 3
�L.�i� �1.3C
3 . 00
�-
�
-� 2..00
�
N
�
L
�
�
L
� � .. oa
�
�
RESi1LTS
.... ... .... ....
. ... :::: :::_ .,,.
:.::. :.::
.. ::.;: ::•
C , t s f 2 _ 54 ..:.. .....:..:...:.. ...........:.. .........�...:.. ..:..:..:..:.. .._. _. �..�.. ........:.-:-. .._..:.. �...:.. ..:
�, deg 0 . .... . .. .::: ..
,.. .:.. _,,,
TAN � 0 : ..; :.. . : : : : : : .: :
o ::�� ��:: :::: :::: :::: :::: ::.: :::: ::: -::: �::: :-_:
0
1..00 2 00 3 00 4.00
Normal Stress, tsf
9 . 00 —
7 . 5Q
4-
N 6 00
�-' -
� � -
�
' v 4 . 50 --
L
�
�
p 3.00
� -
�
.�
0 1 .. 50
0
0 S 10 15 2C
�1X i{] 1 C+ r� j n %
TYPE OF TEST:
Unconsolidated undrained
SAMPLE TYPE: Remold
DESCRIPTION: Ciay, brown
w/ 79 L i me
LL= PL= PI=
St'ECIFIC GRAVITY= 2 65
R�MA�KS:
�IG.. NO..
I�SAMPLE N0.
' WATER CONTENT, %
� DRY DENSZTY> pcf
H SATURATION, %
H VOID RATIO
Z �=At�iETER , i n
H
NE�GHT, in
WATER CONTENT, %
� DRY DENSITY, pcf
w SATURATION, %
r VdZD RATIO
Q DTAME7ER , i n
HE=GHT, in
Strain rote, %/min
BACK PRESSURE, tsf
CELL PE2ESSURE, tsf
�AILURE STRESS, tsf
PORE PRESSURE, tsf
ULTIMATE STRESS, tsf
PORE PRESSURE, tsf
6i F'ATLURE, tsf
63FAILURE, tsf
1 . 44
� . aa
5.09
2.78
5.45
0_36
CLIEN7: URS Corporotion
PROJECT: Contract 9B Streets
Fort Worth, Texas
SAMPLE LOCAT=ON: LO-2 � 8 1/2"-•2..0'
PROJ. NO.: 1407-09-Q1 DA7E: 10/1,09
TRIAX�A� SNEAR TEST REPORT
PLATE A,37
s .. ao 6 . o0
1
27 . 0
91..2
88..0
0 814
1 35
3.00
29.1
91.2
94.7
0.814
1 35
�_ao
2..25
�
�
y � .. S�
�
�
�
L
�
�
L
� Q . 7�
�
�
RESULTS -
C, tsf 1.77
- -•-� -.
....
- -... .... ...
de 0 ' '�'�
..:.. ..:...: ..: ..:.. ..:.... . .... .....:..�: --:. ..:..:..:. . . --_ -�: -:•--:.. .
.... . • - --: :'.'
TAN � 0 � • . : : : ; . .., ...:. : : : : :. ...
. .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ' ' " " '
a -
U
0 75 1.50 2..25 3 00
Normal Stress, tsf
�: J p -
SAMPLE NO..
- WATER CONTENT, %
�.ao _ Q DRY DENS=TY, pcf
_ _ _ _ _ _ - � SATURATIflN, %
H VO=D i�ATIO
N - z D�AMETER, in
4 .OQ �
�'-' - - - HEIGHT, i n
�y - - WATER CONTENT, �
aNi 3..00 � DRY DENSITY, pcf
L - t� SATURAT=ON, %
rn � VO=D RAT�O
L Q DIAMETER, in
a 2.00 - - HEIGHT, in
y
� - Strain rate, %/min
� - BACK Pf2ESSURE, tsf
0 1.00 =
CELL PRESSURE, tsf
FAZLURE STRESS, tsf
p PORE PRESSURE. tsf
0 5 10 15 20 ULTIMATE STRESS, tsf
A.x � r? ! S� r� � n, % PORE PRESSURE , t s f
TYPE OF TEST: 6� �AILURE, tsf
Unconsotidated undrained 63FASLURE, tsf
SAMPLE TYPE: Remold CL2ENT: URS Corporation
DESCRIPT�OJ�t : C I ay , h rown
w/ 7% �irr�e PROJECT: Contract 9B Streets
L.�= PL= PI= �ort Worth, Texas
SPECIFZC GRAVITY= 2 65 SAMPLE LOCAT�ON: M-3 � 7"-2..4'
F�EMAf�FCS : I I
ROJ. riQ_: 14Q7-09-�1 DATE: 10/1�09
FIG_ NO.
TftIAXIP,L SHEAR TEST REPORT
�LATE A��
1 .. 44
1 .. 8Q
3.55
1 . 73
3.91
0_3F
4 50
3 . 75
7
25 . 5
92.6
85.9
0.786
1 35
3 . t30
28 8
92.6
97.2
0.786
1 . 35
3_00
FREE SWELL TEST RESULTS
Project: CONTRACT 9B STREETS
FORT WORTH, TEXAS
Project No,.: 4407-09-Q1
Free swell tests performed at approximate overburden pressure
._ CMJ EIVGIN�ER�NG, INC.. PLATE A,.39
LIIUIE SERiES TEST RESULTS
Project_ CONTRACT 9B STREETS
FORT WORTH, TEXAS
Project No,: 1407-09-01
Boring No.: M-1 Depth: 2' — 3'
Matenal: Silty Clay
Percent Lime pH
0 741
2 12.26
4 � 2..41
6 12..48
8 12..5'1
10 12,53
Boring No..: B-1 Depth: 2' — 3'
Material: Silty Cfay
Percent Lime pH
Q 7..23
2 12.24
4 12,37
6 12,45
8 12..48
10 12..49
Borina No.: R-1 Depth: 2' — 3'
Material: Siity Clay
Percent Lime pH
0 6 .98
2 12..18
a �?,��
6 12,.40
8 '12..�6
10 12,48
CM� ENGINEERING, INC.
PLATE A�40
LIME SER(ES TEST RESULTS
Project: CONTRACT 9B STREETS
FORT WORTH, TEXAS
Project No..: 1407-09-41
Boring No,.: G-2 Depth: 3%2" — 1'
Material: Silty Clay
Percent Lime pH
0 7.06
2 12.23
4 12..35
6 9 2 .44
$ 12.47
1 Q 12.,49
Boring No,,: LO-2 Depth: 2' — 3'
Material: Silty Clay
Percent Lime pH
0 7,38
2 12..17
4 'I2.39
6 12,46
8 12.�9
10 12..50
��� ������������ ���.
PLATE A,.41
SOLUBLE SULFATE TEST RESULTS
Praject: CONTRACT 9B STREETS
FORT WORTH, TEXAS
Project No..: 1407-49-01
Boring No.: B-2 Depth: 3" — 1'
Material: Silty Clay
Method Resu{f
TxDOT TEX 145-E 595 ppm
Boring No,: G-2 Depth: 3'h" —1'
Material: Silty Clay
Methad Result
TxDOT TEX 145-E <100 ppm
Bo�ing No,: R-1 Depth: 10" — 2'
Material: Silty Clay
Method Result
TxDOT TEX 145-E <10Q ppm
��..�... � . � _ � .�. -�,,�
� vv�c. i j � j�j�fi i— � 7a� ��2i i�� i n i�
CM� ENGINEERING, INC. PLATE A.42
Project:
Project No.
SO�UBLE SULFATE TEST RESULTS
CONTRACT 9B STREETS
FORT WORTH, TEXAS
1407-09-41
Boring No.,: H-1 Depth: 8%Z" — 2'
Material: Silty Clay
Meihod Result
TxDOT TEX 145-E '{ 05 ppm
Boring No..: J-3 Depth: 7'/2" — 2'
Material: Silty Clay
Method Result
TxDOT TEX 145-E 480 ppm
Boring No,: LI-1 Depth: 10'/2" — 2'
Ma�erial: Silty Clay
Method �esult
TxDOT TEX 145-E '(10 ppm
Note: 1.} 9 ppm ='f part per million
C1V�.J ENGINEERING, INC.
PLATE A„43
SOLUBLE SULFATE TEST RESULTS
Project: CONTRACT 9B STR�ETS
FORT WORTH, TEXAS
Project No_: 1407-09-01
Boring No.,: LO-1 Depih: 10%2" — 2'
Material: Silty Clay
Mett�od Result
TxDOT TEX 145-E 760 ppm
Boring No.: M-1 Depth: 6%2" — 2'
Material: Silty Clay
Method Resuit
TxDOT TEX 145-E <100 ppm
Boring No..: M-3 Depth: 7" — 2'
Material: Siliy Clay
Met%od 4zsuft
TxDOT TEX '145-E 180 ppm
Note: 1) 1 ppm = 1 part per miilion
CM� ENGINEERING, INC. PLATE A.44
WinPAS
Pavement Thickness Design According to
1993 AASHT� Guide for Design of Pavements Structures
American Concrete f'avement Association
Rigid Design lnputs
Agency: City of Fort Worth
Company: URS Corporation
Contractor. CMJ Engineering, Inc
Project Description: Confract 9B Streets (Residentiai - Urban)
Locaiion: Fort Worth, Texas
Rigid Pavement DesignlEvaluation
PCC Thickness
Design ESALs
Reiiability
Overall Deviation
Modulus of Rupture
Modulus of Elasticity
7.19 inches
875,000
84 00 percent
0 35
630 psi
3,604,997 psi
Load Transfer, J
Mod. Subgrade Reaction, k
Drainage Coefficie»t, Cd
Initial Serviceability
Terminat Serviceability
2 70
86 psi/in
0 70
4 50
2.00
Modulus of Subqrade Reaction (k-vafue) Determination
Resilient Modulus of the Subgrade
Resilient Modutus of the Subbase
Subbase Thickness
Depth to Rigid Foundation
Loss of Support Vafue (0,1,2,3)
Modulus of Subgrade Reaciion
Monday, October 12, 2009 10:37:45AM
Engineer: CMJ
5,842.0 psi
90,000.0 psi
6 00 inches
0 00 feet
1d
85.60 psi/in
Pl.ATE B„'i
WinPAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Flexible Design inpu�.s
Agency: City of Fori Warth
Company: URS Corporation
Contracfor: CMJ Engineering, Inc.
rojeci Description: Coniract 9B Streeis (Residential - Urban}
Location: Fort Worth, Texas
Flexibte Pavement Design/Evaluafion
Structural Number
Design ESALs
Reliability
Overall Deviation
Layer Pavement Design/Evaluation
� Layer
Material
HMAC Type D
HMAC Type S
LSS
3.42
875,OOQ
80.00 percent
0.45
Layer
Coefficient
0 00
0 42
�.38
0 08
o. o0
o.00
Soil Resilient Modulus
initial Serviceability
Terminal Serviceability
Drainage
Coefficient
a.00
1.00
1 00
0.40
0.00
o.00
Layer
Thickness
0 00
2 ao
6.50
6 00
0 00
o.00
—�
5,014.50 psi
4.50
2 00
Layer
SN
o.s4
2.47
0,19
0 00
o.00
PLATE B,.2
Monday, Oc#ober 12, 2009 9 0:39_30AM EngineerCMJ
GC-4.04 Underground Facilities
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised .Iuly l, 2011
2008 CIP Neiehborhood Streets, Contract 9B
Project No. 01269
GC-4.06 Hazardous Environmental Condition at Site
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised .luly 1, 2011
2008 CIP Neighborhood Streets, Contract 9B
Project No. O1269
GC-6.06.D Minority and Women Owned Business
Enterprise Compliance
THIS PAGE LEFT INTENTIONALLY BLANK
C1TY OF FORT WORTH 2O08 CIP Nei�hborhood Streets, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01269
Revised July 1, 20] I
FORT WORTH
c�ty of Fo�t wo�tn
Minority Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be
applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises
(MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance applies to this bid.
MBE PROJECT GOALS
The City's MBE goal on this project is � 2 % of the total bid (Base bid applies to Parks and Community Services).
Note: If both MBE and SBE subcontracting goals are established for ihis project, then an Offeror must
submii both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply
with the intent of the City's Business Diversity Enterprise Ordinance by one of the following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or;
3. Good Faith Effort documentation, or;
4. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications. The Ofiferor shall deliver the MBE documentafion in
person to fhe appropriate employee of the managing department and obtain a date/time receipt. Such receipt shall be
evidence thaf the City received the documentation in the time allocated. A faxed copy wil( not be accepted.
Any yuestions, please contact the MIVIfBE Office at (817) 212-2674.
Rev. 5/30/12
FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN I
THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS
FORT WORTH
ATTACHMENT1A
Page 1 of 4
�,�-_i-1"� �;�,_. _� �
City of Fort Worth
MBE Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
McClendon Construction Co, Inc
PROJECT NAME: NSN\',`�3� X \CN-iJh1ND��
BID DATE
2008 CIP Contract 9B November 15, 2012
City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER
12 % 6.3 % 01269
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being
considered non-responsive to bid specifications
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
�
Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority
business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies
that the City may deem appropriate and accepted by the City of Fort Worth.
If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates
at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from
another MBE firm, including MBE owner-operators, and receive full MBE credit. The MBE may lease trucks
from non-MBEs, including owner-operators, but will only receive credit for the fees and commissions earned
by the MBE as outlined in the lease agreement.
Rev. 5/30/12
FORT WORTH � ATTACP ge 2 of 4
� � � . . . - � .. , . • ._ I i �
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Attach N
NCTRCA Certificate °
SUBCONTRACTOR/SUPPLIER T � Detail Detail
Company Name i Subcontracting Supplies
Address e M W S M Work Purchased Dollar Amount
Telephone/Fax � B B B B
E E E E
Rubio Trucking
9000 Co Rd 513 Hauloff $43,045.00
Alvarado, TX 76009 1 x Trucking
817/829-3711
No Fax
Klutz Construction
PO Box 100263 Drainage $6,000.00
Ft Worth TX 76185 1 x Construction
817/921-0990
Fax 817/921-0990
Earth Haulers, Inc
11500 Mosier Valley Rd Topsoil $6,700.00
Ft Worth, TX 76040 1 x
817/540-2777
817/571-4321
Bluebonnet Waste Control
PO Box 223845 Portable Toilets $425.00
Dallas, TX 75222-3845 1 x
214/748-5221
Fax 214/748-6886
Cowtown Traffic Control
2724 Bryan Ave Barricades and $3,000.00
Ft Worth, TX 76104 1 x Project
817/924-4524 Signs
817-926-2725
Larry Rambo Trucking
501 Allison Lane Hauling, Base $28,000.00
Ft Worth, TX 76140 2 x and sand thru
817/551-6539 M E Burns
817/483-2820 Construction
Rev. 5/30/12
FOR� ^ ATTACHMENT1A
��i —._ 1—"; _ i= ,. � l, � Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy
of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Attach N
NCTRCA Certificate °
SUBCONTRACTOR/SUPPLIER T � Detail Detail
Company Name i Subcontracting Supplies
Address e M W S M Work Purchased Dollar Amount
Telephone/Fax � B B B B
E E E E
C Green Scaping
2401 Handley-Ederville Rd Erosion Control $800.00
Ft Worth, TX 76118 1 x Devices
817/577-9299
817/577-9331
Klutr Construction
PO Box 100263 Concrete $2,600.00
Ft Worth TX 76185 1 x Repair (2nd Tier
817/921-0990 thru
Fax 817/921-0990 M E Burns
Rev. 5/30/12
Fox_ T,�W�o�x
ATT'ACHMENT 1A
Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy
of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Attach N
NCTRCA Certificate °
SUBCONTRACTOR/SUPPLIER T � Detail Detail
Company Name i Subcontracting Supplies
Address e M W S M Work Purchased Dollar Amount
Telephone/Fax � B B B B
E E E E
M E Burns Const, Inc
PO Box 783 Water and Sewe $501,585.25
Burleson, TX 76097 1 x(Prequalified)
817/447-0292 Storm Drainage
Fax 817/447-0207
Tarrant Concrete
PO Box 6194 Ready-Mix $287,550.00
Ft Worth, TX 76115 1 x Concrete
817/926-6660
Barnsco, Inc
2609 Willowbrook Rebar Supplier $39,770.00
Dallas, TX 75220 1 x
214/352-9091
Fax 214/379-0341
APAC Texas Inc
PO Box 848164 Hot Mix $8,250.00
Dallas, TX 75284 1 x Asphalt
214/741-3531
Beall Lime Co
1100 West Parkway Hydrated Lime $31,920.00
Euless, TX 76040 1 x Slurry
817/835-4000
W.O.E. Const Inc
PO Box 185176 Silicone $8,350.00
Grand Prairie, TX 76181 1 x Joint Seal
817/284-7401
817/284-7400
Rev. 5/30/12
FORT� ATTACHMENT1A
Page 3 of 4
r-
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy
of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Attach N
NCTRCA Certificate °
SUBCONTRACTOR/SUPPLIER T � Detail Detail
Company Name i Subcontracting Supplies
Address e M W S M Work Purchased Dollar Amount
Telephone/Fax � B B B B
E E E E
Crossroads LP
5012 David Strickland Rd Striping and $600.00
Ft Worth, TX 76119 1 x Pavement
817/634-0044 Markings
817/634-0048
Fortiline Waterworks
1705 Cypress Street Water / Sewer $170,000.00
Haltom City, TX 76117 2 x Pipe/Fittings
682/747-0879 (2nd Tier thru
682/747-0884 ME Burns)
American Rehabilitation
PO Box 59192 TV Inspection $1,000.00
Dallas TX 75229 2 x(2nd Tier thru
972/488-3042 ME Burns)
Rev. 5/30/12
ATTACHMENT1A
F�RT YY�RTH �, . Page 4 of 4
�i;_ - � . � ��
�_ > �, , _� � .
Total Dollar Amount of MBE Subcontractors/Suppliers $ $90,570.00
Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ $1,049,025.25
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ $1,139,595.25
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of
Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may
result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a
detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the'
detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work perFormed by all subcontractors, including MBE(s)
and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of
any books, records and files held by their company. The bidder agrees to allow the transmission of interviews
with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the
contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized
officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three (3) years and for
initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this
ordinance creates a material breach of the contract and may result in a determination of an irresponsible
Offeror and debarment from participating in City work for a period of time not less than one (1) year.
I.��.� �.�./���
w - - ��
� _ � -� � -
Title
President
McClendon Construction Co, Inc
Company Name
PO Box 999
Address
Burleson, TX 76097
City/State/Zip
Dan McClendon
Printed Signature
Contact Name/Title (if different)
817/295-0066
Telephone and/or Fax
dan@mcclendonconstruction.com
E-mail Address
November 16, 2012
Date
Rev. 5/30/12
FORT WORTH
City of Fort Worth
'
'�_> :�,
;
MBE Good Faith Effort Form
ATTACHMENT 1C
Page 1 of 3
PRIME COMPANY NAME: Check applicable block to describe prime
McClendon Construction Co, Inc
PROJECT NAME: ;lr:�rV DBE X ���-itC!�^: v�B=
BID DATE
2008 CIP Contract 9B November 15, 2012
City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER
12 a�o 6.3 0�0 01269
If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this
form.
If the Offeror's method of compliance with the MBE goal is based upon demonstration of a
"good faith effort", the Offeror will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 11 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation of the facts or intentional discrimination by the Offeror.
Failure to complete this form, in its entirety with supporting documentation, and it being submitted to and
received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening,
exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this
project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF
FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity
regardless of tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
Water and Sewer, Prequalified Ready Mix Concrete
Drainage Construction Rebar
Hauloff Trucking Hydrated Lime
Joint Seal Fuel
Striping/Markers Topsoil
Portable Toilets
Hot-Mix Asphalt
Barricades and Signs
Erosion Devices
Rev. 5/30/12
ATTACHMENT 1C
Page 2 of 3
2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors
and/or suppliers from the City's M/WBE Office or the City's website.
Yes Date of Listing 09 / 10 / 2012 *
x No �,
*see notes
3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened?
X Yes (If yes, attach MBE mail listing to include name of firtn and address and a dated copy of letter mailed.)
No
4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
X Yes (If yes, attach list to include name of MBE firm, ep rson contacted, phone number and date and time of contact.)
No
5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are
opened?
x
Y@S (If yes, attach Iist to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is
returned as undeliverable, then that "undeliverable confirmation" received must be printed direcUy from the
- facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation"
documentation may render the GFE non-responsive.)
No
6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened?
x
Y@S (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as
undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper
documentation. Failure to submit confrmation and/or "undeliverable message" documentation may render the
GFE non- responsive.)
No
NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method
must be applied to the applicable contract. The Offeror must document that either at least two attempts
were made using two of the four methods or that at least one successful contact was made using one of
the four methods in order to be deemed responsive to the Good Faith Effort requirement.
NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier
opportunity to be in compliance with questions 3 through 6.
7.) Did you provide plans and specifications to potential MBEs?
Yes
x No
8.) Did you provide the information regarding the location of plans and specifications in order to assist
the MBEs?
X Yes
No
Rev. 5/30/12
ATTACHMENT 1C
Page 3 of 3
9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set?
�_Yes (If yes, attach all copies of quotations.)
No
10.) Was the contact information on any of the listings not valid?
x Yes (If yes, attach the information that was not valid in order for the MMBE Office to address the corrections
needed.)
No
11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the
forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting
documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute
concerning quotes, the Offeror will provide for confidential in-camera access to and inspection of any
relevant documentation by City personnel.
(Please use additional sheets, if necessa , and attach.
Com an Name Telephone Contact Person Sco e of Work Reason for Re'ection
(none)
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
MBE participation on this project.
All listed MBE's were first contacted by postal mail and by email. If email contact was
unsuccessful, faxes were sent. If faxes failed to make successful contact, the companies
were attempted contact by telephone. All pertinent MBE's were contacted successfully
by at least finro of these methods.
The Offeror further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The Offeror also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance shall create a material breach of
Rev. 5/30/12
� � `� ' � '� �`� "� � � �' � �' ATTACHMENT 1C
Page 4 of 3
contract and may result in a determination of an irresponsible offeror and debarment
from participating in City work for a period of time not less than one (1) year.
r-
L..
�
I
`
`
�
�
The undersigned certifies that the information provided and the MBE(s) listed was/were
contacted in good faith. It is understood that any MBE(s) listed in Attachment 1 C will be
co ted and the reasons for not using them will be verified by the City's M/WBE
O ice.
Dan McClendon
uthorized Signature Printed Signature
President
Title
McClendon Construction Co, Inc
Company Name
PO Box 999
Address
Burleson, TX 76097
City/State/Zip
Contact Name and Title (if different)
817/295-0066 Fax 817/295-6796
Phone Number Fax Number
dan@mcclendonconstruction.com
Email Address
November 16, 2012
Date
Rev. 5/30/12
*NOTE to Good Faith Effort submittal: Our staff was of the understanding that a list
would be considered timely if it were less than two months old from the date we
performed Good Faith Effort, and our September 10�' listing was less than this as of the
date GFE was performed. We subsequently asked for and received a new listing on
November 7, 2012, and noted that among the categories for which Good Faith Effort was
the action taken for this project, there were no companies on the later list that were not on
the list we used.
Upon consultation with Adrian at the MBE office as of today's date, we were advised to
submit this note along with the Good Faith Effort submittal and that we would be
considered to be in good standing.
GC-6.07 Wage Rates
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH 2O08 CIP Neighborhood Streets, Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 01269
Revised Julv I_ 201 ]
Gify of Fort Worth, Texas
Mayor� and Council Communication
�
COUNCI� ACTlON: Approved on 7/812008
� - -
DATE: Tuesday, July 08, 20Q8
�OG NAME: 30WAGE RATES REFERENCE NO.: �*G-'i6190
SUBJECT:
Adopt 2008 Prevailir�g Wage Rates for City-Awarded Public-Works Projects
a�+xr.zv.= zz� rsc�cars^-'�''a-'—' .,'"""�"�"""-'- -
RECOMMENDATION:
It is recommended that the Ci#y Council adopt the attached 2008 Prevailing Wage Rates for City-awarded
public works projects.
DISCUSSI4N:
Texas Governmen# Code Chapter 2258 requires that a public body awarding a contract for public works
shall determine the generai prevailing rate of per diem wages for each craft or type of worker needed to
execute the contract, and shall specify ln the bid documents and in the contracf the prevailing wage rates in
that locality.
Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association af
Builders and Contrac#ors (ABC} and the American Sub-Coniractors Assaciation (ASA), conducts a wage
rate survey for North Texas constructian. The attached 2008 Prevailing Wage Rate data was compiled frorr�
iha# survey.
F[SCAL INFORMATION/CERTIFtCAT10N:
The Finance Director certifes that fhis action will have no material effect on City funds.
TO Fund/AccountlCenters
FROM FundlAccount/Centers
Submitted for Ciiv Manager's Office b�
Oriainating De arp #ment Head:
Fernando Cosfa (8476)
A. Douglas Rademaker (6157)
Additional [nformation Coniaci: Eric Bundy (7598}
AC Methanic
AC Mechanic Hetper
Acoustical Ceiling Mechanic
Bricklayer(Stone Mason
BricklaVer/Stone Mason Heti
Concrete Finisher
Concrete Form Builder
Drywatt Mechanic
Electrician (Journeym
Electrician Helper
Electronic Technician
Electronic Technician
Floor Layer (Resilient;
�loor Layer Hetper
Giazier
Glazier Nelper
Insutator
Laborer Common
laborer Skitied
Lather
Painter
Plasterer
2008 PREVAILlNG WAGE RRTES
C�NSTRUCTION(NDUSTRY
$2t.69 Atumber
$12.00 Plumber Helper
515.24 Reinforcing Steet Setter
$49.12 Roofer
$10.10 Roofer Hetper
$16.23 Sheet Metat Worker
$tT.97 SheetMetal Worker Nelpe
$13.49 S rinkler System instatier
$13.12 Sprinkter S sy tem Installer
$74.62 Steel Worker Structurat
$90.91 Concrete Pump
Crane, Clamsheet, Backhc
$'13.00 Shovet _
$9.00 Forklift
520.20 Front End Loader
$i4.43 Truck Driver
$19.86 Wetder
512.00 Wetder Hetper
13.00
$i3.00
$94.78
$71.25
$]0.27
$73.18
$16.10
$T9.83
$8.00
578.85
$12.83
$17.25
51225
D'Line
$20.43
514.90
$10.00
$14.00
S't Q.00
516.9b
512.3T
��s.oa
59.00
$17.43
97.76
12.63
10.5Q
14.91
16.Ob
$9.75
GC-6.09 Permits and Utilities
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised .luly 1, 201 ]
2008 CIP Neichborliood Streets, Convact 9B
Project No. 01269
2008 CIP Neighborhood Streets, Contract 9B
Parcel # 1 / ROE 1
Doe #01269 / WO# / P
Lot 1, Block 3, Webster's Revision of Bellevue Hill Addition
1951 Lipscomb Street
Fort Worth, Texas 76110-1463
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 3, Lot 1, Webster's Revision of
Bellevue Hill Addition as shown on the deed recorded in Volume 011989, Page 0696,
Tarrant County Deed Records and plat recorded in Cabinet S1ide Page
, Tarrant County Plat Records a/k/a , Fort Worth,
Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of
constructin� a driveway approach. Upon execution of this agreement, Grantor will
grant Grantee and its contractor's access to the Property for the purpose stated herein,
until such time as the project is completed and approved by the Grantee, at which time
the above described temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successars and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
GRANTOR:
(Please Print)
(Signature)
(Authorized Title)
- - TEMPORARY RIGHT OF ENTRY
Rev. 6/200'7
2008 CIP Neighborhood Streets, Contract 9B
Parcel # 2 / ROE 1
Doe #01269 / WO# _ / P
Lot 10, Block 3, Webster's Revision of Bellevue Hill Addition
801 W. Baltimore Ave
Fort Worth, Texas 76110-1508
CITY OF FORT WORTH
TEMPORA.RY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 3, Lot 10, Webster's Revision
of Bellevue Hill Addition as shown on the deed recorded in Volume Ol 1910, Page 1791,
Tarrant County Deed Records and plat recorded in Cabinet Slide Page
, Tarrant County Plat Records a/k/a , Fort Worth,
Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of
constructin� a driveway approach. Upon execution of this agreement, Grantor will
grant Grantee and its contractor's access to the Property for the purpose stated herein,
until such time as the project is completed and approved by the Grantee, at which time
the above described temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
.. .
�_ _ �
(Please Print)
(Signature)
(Authorized Title)
TEMPORARY RIGHT OF ENTRY
Rev. 6/2007
- 2008 CIP Neighborhood Streets, Contract 9B
Parcel # 3 / ROE 1
Doe #01269 / WO# _ / P
Lot 5, Block M, Bellevue Hill Addtion
1911 Lipscomb St.
Fort Worth, Texas 76110-1461
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block M, Lot 5, Bellevue Hill
Addition as shown on the deed recorded in Volume 012655, Page 2327, Tarrant County
Deed Records and plat recorded in Cabinet Slide Page , Tarrant
County Plat Records a1k/a , Fort Worth, Tarrant County, Texas,
hereinafter referred to as the "Property", for the purpose of constructin� a driveway
approach. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
GRANTOR:
(Please Print) (Signature)
(Authorized Title)
TEMPORARY R1GHT OF ENTRY
Rev. 6200�
2008 CIP Neighborhood Streets, Contract 9B
Parcel # 4 / ROE 1
Doe #01269 / WO# / P
Lot 10, Block 10, Berkeley Addition
2237 Warner Rd.
Fort Worth, Texas 76110-1751
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
- temporary right of entry onto property described as Block 10, Lot 10, Berkeley Addition
as shown on the deed recorded in Volume 010369, Page 0284, Tarrant County Deed
Records and plat recarded in Cabinet Slide Page , Tarrant County
Plat Records a/k/a , Fort Worth, Tarrant County, Texas,
hereinafter referred to as the "Property", for the purpose of constructin� a driveway
approach. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
GRANTOR:
(Please Print) (Signature)
(Authorized Title)
- 7EMPORARY RIGHT OF ENTRY
Rev. G/2007
2008 CIP Neighborhood Streets, Contract 9B
Parcel # 5 / ROE 1
Doe #01269 / WO# / P
Lot 11, Block 10, Berkeley Addition
2238 Stanley Ave.
Fort Worth, Texas 76110-1838
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 10, Lot 1 l; Berkeley Addition
as shown on the deed recorded in Volume 010716, Page 0148, Tarrant County Deed
Records and plat recorded in Cabinet Slide Page Tarrant County
Plat Records a/k/a , Fort Worth, Tarrant County, Texas,
hereinafter referred to as the "Property", for the purpose of constructin� a driveway
approach. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property far the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
GRANTOR:
(Please Print)
(Signature)
(Authorized Title)
TEMPORARY RIGHT OF ENTRY
Rev. 6/2007
2008 CIP Neighborhood Streets, Contract 9B
Parcel # 6 / ROE 1
Doe #01269 / WO# / P
Lot 6, Block 3, Loyds Addition
1501 S. Henderson St.
Fort Worth, Texas 76104-4412
CITY OF FORT WORTH
- TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after refened to as "Grantee" a
temporary right of entry onto property described as Block 3, Lot 6, Loyds Addition_as
shown on the deed recorded in Volume , Page , Tarrant County Deed
Records and plat recorded in Cabinet Slide Page Tarrant County
Plat Records a/k/a , Fort Worth, Tarrant County, Texas,
hereinafter referred to as the "Property", for the purpose of constructin� a driveway
approach. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
GR.ANTOR:
(Please Print) (Signature)
(Authorized Title)
_ TEMPORARY RIGHT OF ENTRY
Rev. 6/200�
2008 CIP Neighborhood Streets, Contract 9B
Parcel # 7 / ROE 1
Doe #01269 / WO# _ / P
Lot 8, Block l, Swastica Place Addition
1425 S. Henderson St.
Fort Worth, Texas 76104-4446
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL SY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block l, Lot 8, Swastica Place
Addition as shown on the deed recorded in Volume , Page , Tarrant County
Deed Records and plat recorded in Cabinet Slide Page Tarrant
County Plat Records a/k/a , Fort Worth, Tarrant County, Texas,
hereinafter referred to as the "Property", for the purpose of constructin� a driveway
approach. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
GRANTOR:
(Please Print) (Signature)
(Authorized Tit1e)
TEMPORARY R1GHT OF ENTRY
Rev. 6/2007
--- 2008 CIP Neighborhood Streets, Contract 9B
Parcel # 8 / ROE 1
Doe #01269 / WO# _ / P
Lot 7, Block 1, Swastica Place Addition
1424 S. Adams St.
Fort Worth, Texas 76104-4405
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 1, Lot 7, Swastica Place
Addition_as shown on the deed recorded in Volume 013074, Page 0256, Tarrant County
Deed Records and plat recorded in Cabinet Slide Page Tarrant
- County Plat Records a/k/a , Fort Worth, Tarrant County, Texas,
hereinafter referred to as the "Property", for the purpose of constructin� a driveway
approach. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
GRANTOR:
(Please Print)
(Signature)
(Authorized Tit1e)
TEMPORARY RIGHT OF ENTRY
Rev. G/2007
2008 C1P Neighborhood Streets, Contract 9B
Parcel # 9 / ROE 1
Doe #01269 / WO# / P
Lot 1, Block 3, Loyds Addition
1500 S. Adams St.
Fort Worth, Texas 761404-4407
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 3, Lot 1, Loyds Addition_as
shown on the deed recorded in Volume 013009, Page 0295, Tarrant County Deed
Records and plat recorded in Cabinet Slide Page Tarrant County
Plat Records a/k/a , Fort Worth, Tarrant County, Texas,
hereinafter referred to as the "Property", for the purpose of constructina a driveway
approach. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
GRANTOR:
(Please Print)
(Signature)
(Authorized Title)
TEMPORARY RIGHT OF ENTRY
Rev. 6/2007
2008 CIP Neighborhood Streets, Contract 9B
Parcel # 10 / ROE 1
Doe #01269 / WO# / P
Lot l, Block 2, Loyds Addition
1500 Washington St.
Fort Worth, Texas 761404-4549
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 2, Lot 1, Loyds Addition_as
shown on the deed recorded in Volume , Page , Tarrant County Deed
Records and plat recorded in Cabinet Slide Page Tarrant County
Plat Records a/k/a , Fort Worth, Tarrant County, Texas,
hereinafter referred to as the "Property", for the purpose of constructin� a driveway
approach. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
GRANTOR:
(Please Print) (Signature)
(Authorized Title)
TEMPORARY RIGHT OF EN7'RY
Rev. 6/2007
- 2008 CIP Neighborhood Streets, Contract 9B
Parcel # 11 / ROE 1
Doe # 01269 / WO# / P
Lot 7, Block 2, Swastica Place Addition
1424 Washington Ave.
Fort Worth, Texas 76104-4547
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 2, Lot 7, Swastica Place
Addition as shown on the deed recorded in Volume 014095, Page 0164, Tarrant County
Deed Records and plat recorded in Cabinet Slide Page , Tarrant
County Plat Records a/k/a , Fort Worth, Tarrant County, Texas,
hereinafter referred to as the "Property", for the purpose of constructin� a driveway
approach. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with ali and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
: : ��IC��
(Please Print)
(Signature)
(Authorized Title)
TEMPORARY RIGHT OF ENTRY
Rev. 6/2007
2008 CIP Neighborhood Streets, Contract 9B
Parcel # 12 / ROE 1
Doe # 01269 / WO# _ / P
Lot 8, Slock 2, Swastica Place Addition
1425 S. Adams St.
Fort Worth, Texas '76104-4406
CITY OF FORT WORTH
TEMPOR.ARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 2, Lot 8, Swastica Place
Addition as shown on the deed recorded in Volume , Page , Tarrant County
Deed Records and plat recorded in Cabinet Slide Page , Tarrant
County Plat Records a/k/a , Fort Worth, Tarrant County, Texas,
hereinafter referred to as the "Property", for the purpose of constructin� a driveway
approach. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
.i �_�_ � .
(Please Print)
(Signature)
(Authorized Title)
TEMPORARY RIGHT OF ENTRY
Rev. 6/2007
- 2008 CIP Neighborhood Streets, Contract 9B
Parcel # 13 / ROE 1
Doe # 01269 / WO# / P
Lot 6, Block 2, Loyds Addition
1501 S. Adams St.
Fort Worth, Texas 76109-1158
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 2, Lot 6, Loyds Addition as
shown on the deed recorded in Volume , Page , Tarrant County Deed
Records and plat recorded in Cabinet Slide Page , Tarrant County
Plat Recards a/k/a , Fort Worth, Tarrant County, Texas,
hereinafter referred to as the "Properiy", for the purpose of constructin� a driveway
approach. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or c.ontractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
GRANTOR:
(Please Print) (Signature)
(Authorized Tit1e)
TEMPORARY R1GHT OF ENTRY
Rev. 6/2007
2008 CIP Neighborhood Streets, Contract 9B
Parcel # 14 / ROE 1
Doe # 01269 / WO# / P
Lot 6, Block 1, Loyds Addition
1501 Washington Ave.
Fort Worth, Texas 76104-4550
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block l, Lot 6, Loyds Addition as
shown on the deed recorded in Volume , Page , Tarrant County Deed
Records and plat recorded in Cabinet Slide Page , Tarrant County
Plat Records a/k/a , Fort Worth, Tarrant County, Texas,
hereinafter referred to as the "Property", for the purpose of constructin� a driveway
approach. Upon execution of this agreement, Grantar will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractars to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
GRANTOR:
(Please Print) (Signature)
(Authorized Tit1e)
- -- TEMPORARY RIGHT OF ENTRY
Rev. 6/2007
2008 CIP Neighborhood Streets, Contract 9B
Parcel # 15 / ROE 1
Doe # 01269 / WO# / P
Lot 8, Block 3, Brooks & Bailey Subdivision
1425 Washington Ave.
Fort Worth, Texas 76104-4548
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 3, Lot 8, Brooks & Bailey
Subdivision Addition as shown on the deed recorded in Volume 013794, Page 0341,
Tarrant County Deed Records and plat recorded in Cabinet Slide Page
, Tarrant County Plat Records a/k/a , Fort Worth,
Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of
constructin� a driveway approach. Upon execution of this agreement, Grantor will
grant Grantee and its contractor's access to the Property for the purpose stated herein,
until such time as the project is completed and approved by the Grantee, at which time
the above described temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
GRANTOR:
(Please Print)
(Signature)
(Authorized Title)
- TEMPORARY RIGHT OF ENTRY
Rev. 6/2007
- 2008 CIP Neighborhood Streets, Contract 9B
Parcel # 16 / ROE 1
Doe # 01269 / WO# / P
-- Lots 6& 7, Block 3, Brooks & Bailey Subdivision
1420 College Ave.
Fort Worth, Texas 76101-0847
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 3, Lots 6& 7, Brooks & Bailey
Subdivision as shown on the deed recorded in Volume , Page , Tarrant
County Deed Records and plat recorded in Cabinet Slide Page
Tarrant County Plat Records a/k/a , Fort Worth, Tarrant
County, Texas, hereinafter referred to as the "Properly", for the purpose of constructin�
a driveway approach. Upon execution of this agreement, Grantor will grant Grantee
and its contractor's access to the Property for the purpose stated herein, until such time as
the project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 2012.
::_►_•:
(Please Print) (Signature)
(Authorized Title)
TEMPORARY R1GHT OF ENTRY
Rev. 6/2007
GC-6.24 Nondiscrimination
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 20l i
2008 C1P Neighborhood Streets, Contract 9B
Project No. 01269
GR-Ol 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH 2O08 CIP Nei�hborhood Streets. Contract 9B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Proiect No. 01269
Revised July 1, 201 I
CITY
OF
FORT WORTH'S UPDATED 3-22-10
STANDARD PRODUCTS LIST
Prepared by dtownsl 9/15/2011 Page i
CITY
OF
FORT WORTH'S UPDATED: 3-22-10
STANDARD PRODUCTS LIST
Prepared by dtownsl 9l15YL011 Page 2
CITY
OF
FORT WORTH�S UPDATED: 3-22•10
STANDARD PRODUCTS LIST
Prepared by drownsl 9/152011 Page 3