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FOR
THE CONSTRUCTION OF
Henderson Street (S.H. 199) Detour
Ciiy Project No. 00144
Betsy Price
Mayor
Tom Higgins
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared for
The Ciiy of Fort Worth
Transportaxion and Public Works Department
OCTOBER 2012
� FREESE
I QNICHOLS
'— OFFICIAL RECORD
� CITIf SECRETARY
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FREESE AND NICHOLS, INC.
TEXAS REGISTERED
ENGINEtRING FIRM
F-2144
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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 11 Bidders Prequalifications
00 45 12 Prequalification Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
n�T� 3� n�:.,,,,-:�., .,..a �a�,.,.�,,,,, iz,,.,:,�„�� �r�,,,....-;�„ r_,..,i
00 45 40 Minority Business Enterprise Goal
88��� c...,.,ii �„�;,,��� �„�,,,-,.,.:�„ r�,,.,i
00 52 43 Agreement
00 61 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of Insurance
00 72 00 General Conditions
00 73 00 Supplementary Conditions
Division Ol - General Requirements
O1 11 00 Summary of Work
Ol 25 00 Substitution Procedures
O1 31 19 Preconstruction Meeting
O1 31 20 Project Meetings
O1 32 16 Construction Progress Schedule
Ol 32 33 Preconstruction Video
O1 33 00 Submittals
Ol 35 13 Special Project Procedures
O1 45 23 Testing and Inspection Services
O1 50 00 Temporary Facilities and Controls
O1 55 26 Street Use Permit and Modifications to Traffic Control
O1 57 13 Storm Water Pollution Prevention Plan
O1 58 13 Temporary Project Signage
O1 66 00 Product Storage and Handling Requirements
O1 70 00 Mobilization and Remobilization
O1 71 23 Construction Staking
Ol 74 23 Cleaning
O1 77 19 Closeout Requirements
Ol 78 23 Operation and Maintenance Data
O1 78 39 Project Record Documents
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 20, 2012
Henderson Street (S.H.199) Detour
City Project No. 00144
000000-2
TABLE OF CONTENTS
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Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project's Contract Documents
Division 31 - Earthwork
31 23 23 Borrow
Division 32 - Exterior Improvements
32 13 73 Concrete Paving Joint Sealants
Division 33 - Utilities
33 OS 22 Steel Casing Pipe
Technical Specffications listed below are included for this Project by reference and can be
viewed/downloaded from the City's Buzzsaw site at:
https://proiee�oint.buzzsaw.co /%r�orth�ov/12eso�rees/02°/m20-
%�OC.OIIS��'LIC�IOIl%ZOI)OCl&�C11�3���BCC1� C��10I13�1)�1�91iC
Division 02 - E�sfing Condifions
02 41 13
02 41 14
02 41 15
Selective Site Demolition
Utility Removal/Abandonment
Paving Removal
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low Strength Material
Division 26 - Electrical
26 OS 00 Common Work Results for Electrical
26 OS 10 Demolition for Electrical Systems
26 OS 33 Raceway and Boxes for Electricai Systems
26 OS 43 Underground Ducts and Raceways for Electrical Systems
Division 31- Earthwork
31 10 00 Site Clearing
31 23 16 Unclassified Excavation
31 24 00 Embankments
31 25 00 Erosion and Sediment Control
Division 32 - Exterior Improvements
32 O1 17
32 11 23
32 12 16
32 13 13
32 13 ZO
32 16 13
32 17 23
32 31 13
Permanent Asphalt Paving Repair
Flexible B ase Courses
Asphalt Paving
Concrete Paving
Concrete Sidewalks, Driveways and Barrier Free Ramps
Concrete Curb and Gutters and Valley Gutters
Pavement Markings
Chain Link Fences and Gates
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 20, 2012
Henderson Street(S.H.199) Detour
City Project No. 00144
G�Y �+Cl�FTAt7Y V
D.+Q.�. �f. .
���t�s-�� ���RT WORTH
CONSTRI�C�'S �(�p'Y
CLI�Nt DEPARTI,�IENT
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Henderson Street (S.H. 199) Detour
City Project No. 00144
Betsy Price
Mayor
Tom Higgins
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
Transportation and Public Works Department
OCTOBER 2012
� FREESE
I 4NICHQLS
01-11-13 PO4:47 IN
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TASLE OF CONTENTS
Page 3 of 3
32 31 26 Wire Fences and Gates
32 91 19 Topsoil Placement and Finishing of Parkways
32 92 13 Hydro-Mulching, Seeding, and Sodding
Division 33 - Utilities
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
33 OS 26 Utility Marker Locators
33 11 10 Ductile Iron Pipe
33 11 11 Ductile Iron Fittings
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe
33 12 10 Water Services 1-inch to 2-inch
33 12 20 Resilient Seated Gate Valve
33 12 25 Connection to Existing Water Mains
33 12 40 Fire Hydrants
33 39 20 Precast Concrete Manholes
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts
33 49 20 Curb and Drop Inlets
Division 34 - Transportation
34 41 10 Traffic Signals
34 41 13 Removing Traffic Signals
34 41 20 Roadway Illumination Assemblies
34 41 30 Aluminum Signs
34 71 13 Traffic Control
Division 99 — Additional Specifcation
99 99 00 Additional Specification
Texas Department of Transportation (TxDOT)
The T�OT Technical Specifications shall govern over City of Fort Worth Technical
Specifications for all paving, drainage, and earthwork within TxDOT Right of Way.
TxDOT General Notes
TxDOT Special Provisions
Appendix
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Aub st 20, 2012
Henderson Street(S.H.199) Detour
City Project No. 00144
1V1S1
General Conditions
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COWTINUED FROM A PREVIOUS WEEK
DATE: Monday, November 12, 2012
LOG NAME: 06HENDERSON DETOUR
REFERENCE NO.: C-25977
SUBJECT:
Authorize Execution of a Contract with JLB Contracting, LLC, in the Amount of $1,929,961.63 for the
Construction of a Four Lane Detour Along Henderson Street from Just North of White Settlement Road to
Just South of the West Fork of the Trinity River, Provide for Construction Contract Costs, Contingencies,
and Construction Services in the Amount of $260,000.00 and Adopt Appropriation Ordinances (COUNCIL
DiSTRICTS 2 and 9)
RECOMMENDATION:
It is recommended that the City Councii:
1. Adopt the attached appropriation ordinance increasing the estimated receipts and appropriations in the
Special Trust Fund (Trinity River Vision Project) in the amount of $1,500,000.00 from available funds;
2. Authorize the transfer of $1,500,000.00 from the Special Trust Fund (Trinity River Vision Project) to the
Street Improvements 2008 Fund;
3. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Street Improvements 2008 Fund in the amount of $1,500,000.00 from available funds; and
4. Authorize execution of a contract in the amount of $1,929,961.63 with JLB Contracting, LLC, for the
construction of the Henderson Street Detour project from just north of White Settlement Road to just south
of the West Fork of the Trinity River.
DISCUSSION:
On June 3, 2003, (M&C G-13989) the City Council adopted the Trinity River Vision Master Plan as a guide
for future development along the Trinity River and its major tributaries. The Tarrant Regional Water District
(TRWD), in cooperation with Streams and Valleys, Inc., the United States Army Corps of Engineers and
the City of Fort Worth led the effort to prepare the master plan. The Trinity River Vision — Central City
project will alter the flow of the Trinity River a# the confluence of the Clear and West Forks near powntown
with the construction of a new bypass channel with a primary purpose of reducing Central City flooding
threats. The project will also better control ihe flow of the Trinity River so as to allow greater public access
to the river, increased recreational opportunities, ecosystem enhancements, and an urban waterfront that
will enable economic redevelopment efforts.
The new bypass channel requires the construction of three new bridges along Henderson Street, North
Main, and White Settlement Roads. The new Henderson Street Bridge will be constructed by the Texas
Department of Transportation (TxDOT) beginning in January 2013 with full closure of the existing
Logname: 06HENDERSON DETOUR
Page 1 of 3
Henderson Street alignment beginning in March. The closure is expected to last into early 2016, resulting
in fihe need to keep traffic moving through the corridor by constructing a four-lane detour along the east
side of the construction area. Detour construction is expected to last approximately 120 days from
November, 2012 to March, 2013 which means it will be open to traffic prior to the closure of the existing
alignment of Henderson.
This project provides for the construction of a new alignment for Henderson Street from just north of the
White Settlement Roact intersection to just south of the West Fork of the Trinity River. In addition to the
paving construction, a new temporary crossing of the Fo�t Worth & Western Railroad will be installed.
Construction is funded by a combination of 2008 Capital Improvements Program funds and previous
reimbursements received from Tarrant County for the Trinity River Vision project
The project was advertised in the Fort Worth Star-Telegram on October 11, 2012 and October 18, 2012
and the following bids were received and opened on November 1, 2012:
Staff has reviewed the bids and determined the unit prices are consistent with other recent bid submittals
for similar size and type of prajects.
Bidder
JLB Contracting,
LLC
AUI Contractors,
LLC
Bid Amount
Base Bid - $1,619,624.69
$310,336.94
Base Bid - $2,116,973.40
$338,283.57
Alt. No.1 -
Ait. No.1 -
Total -
$1,929,961.63
Total -
$2,116,973.40
In addition to the contract cost, funding in the amount of $260,000.00 will be utilized for contingencies and
City and Consultant furnished construction services including inspection and material testing.
JLB Contracting, LLC, is in compliance with the City's BDE Ordinance by cornmitting to 18 percent MBE
participation.The City's goal on this project is 16 percent.
This project is located in COUNCIL DISTRICTS 2 and 9 and will benefit ALL COUNCIL DISTRICTS,
Mapsco 62U.
FISCAL INFORMATION / CERTtFICATION:
The Financial Management Services Director certifies tha# upon approval of the above recommendations
and adoption of the attached Appropriation Ordinances, funds will be available in the current capital
budget, as appropriated, of the Street Improvements 2008 Fund.
FUND CENTERS:
TO Fund/Account/Centers
1)FE72 451970 006231701000
1)FE72 538070 006231701000
2&3)C204 472072 2092600144XX
3)C204 541200 2092600144XX
CERTIFICATIONS:
FROM Fund/Account/Centers
$1,500,000.00 2) FE72 538070 006231701000
$1,500.000.00 4) C204 541200 2092600144XX
$1,500.000.00
$1,500,000.00
Submitted for City Manager's Office by.
Originating Department Head:
Fernando Costa (6122)
Randle Harwood (6101)
$1,500,000.00
$1,929,961.63
Logname: 06HENDERSON DETOUR Page 2 of 3
Additional Information Contact: Mark Rauscher (2446)
ATTACHMENTS
1. 06HENDERSON DETOUR FE72 Rev2 A013.doc (Public)
2. 06HENDERSON DETOUR SI Fund Rev2.doc (Public)
3. 2012-11-06-Detour Layout - Henderson - for City Meeting-letter size.pdf (Pubiic)
4. C204 & FE72 available funds.pdf (CFW Internal)
5. Contract Compliance Form - MWBE.qdf (CFW Internal)
6. FAR016 Henderson Street Detour.qdf (CFW Internal)
Logname: 06HENDERSON DETOUR Page 3 of 3
Section 00 d5 15
ADDENDA
Pa�;e 1 of�
1 SECTION 00 0515
2 ADDENDUM No. 1
4 HENDERSON STREET (SH 199) DETOUR
5 Pavement Improvements
6 CITY PROJECT No. 00144
? TPW No. C204-541200-209260014483
9 Issue Date: October 26, 2012
10 This addendum forms part of the Contract Documents referenced above aud mod�es the original
1 I Contract Documents. Acknowledge receipt of this Addendum by signing in the space below and
12 attachi.ng it to the Contract Documents (inside). Note receipt of this Addendum in the Bid
13 Proposal and on the outer envelope of your bid.
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1. Summary of Pre-bid Meeting
An optional pre-bid meeting was held at City Hall an October 23, 2012 at 10:00 AM. A sign-in
sheet of those in attendance is attached. The City described the overall intent of the project and its
importance to the Henderson Bridge project to be constructed by TxDOT. The City emphasized
the importance of e�editing this project in order to min'vmize the Henderson shut-down time_ The
Bazaar property availability was pointed out as a requirement in the documents. It is anticipated
that this project would go to council for approval on November 12 with a notice to proceed soon
a$er. A paraphrased summary of questions is provided below:
Q. No specific erosion contro( bid items are provided in bid proposal, how are these paid
for?
A. All items are considered part of item 3125.0101
Q. Is it expected that the on-site excavated material wiil need to be hauled off?
A. Geotech report will be made available on Buzzsaw. Embankment material should meet PI
requirements as specified in plans. Project is overall a borrow project, but unsuitable material does
become property of contractor.
Q. Js contractor expected to bid on flagmen?
A. No, this is a pre-bid item and will be clarified per addendum.
Q. Per federal law, railroad safety training is required for workers within 25 feet of railroad
right-of-way, this is not spelled out in specifications.
A. Yes, it will be required and �vill be added per addendum.
Q. Are the utility relocations on schedule?
A. Yes.
Q. Should there be a pay item for the 3 project signs?
A. No, the latest City of Fort Worth specs state this to be subsidiary to the project.
Q. The contract requires maintaining a 5400 CY stockpile of flex base, can this requirement
be waived?
A. Yes, it will be waived per addendum.
CITY OF FORT WORTH
STr1NDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
Henderson Street (SH 199) Detour
001�•
Section 00 OS 15
ADDENDA
Page 2 of 4
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Q. Can the lifts be modified to only be 3 lifts? Currentiy it has 8 inch loose lifts.
A. Lifts and flex base thickness will be clarified per addendum.
Q. What is the 3/8-inch strand wire?
A. This will be clarified per addendum
Q. There is an apparent error on the section shown on sheet 46.
A. This will be clarified per addendum.
Q. When do you anticipate distributing addendum?
A. This week.
Q. High early strength specifications are out-of-date.
A. Requirements for strength and when pavement can be opened to traffic are given in spec 32 12
13. City will follow up with construction staff.
2. Modification to Specifications:
17 a. Modify the length of the project from 95 calendar days to 120 calendar days.
18 b. Modify Liquidated Damages per day of delay from $650 to $3500.
19 c. Modify MBE documentation from 19% to 16%. It is required that the contractor
20 submit MBE documentation with the bid packet.
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d. Railroad Coordination and Requirements:
i. Complete the railroad course "Orientation for Contractor's Safety" and
maintain current registration prior to working on Railroad property or
within 25' of the track. This orientation is available at
www.contractororientation.com. This course is required to be completed
annually by Contactor and Subcontractor personnel working on site.
ii. This contract requires work to be done on railroad property. Cooperate
with the railroad and comply with all of its requirements including
obtaining any required training before performing work on railroad
property. Submit to the Engineer, an original railroad liability insurance
policy. Contractar shall conform to all requirements as shown on sheet
115A provided in the drawings. The Contractor is allotted 15 days for
flagmen. Additional cost of $1,500 per day for overages will be
contractor's responsibility.
iii. Add paragaph to O1 35 13 specification 1.2.A.2.b
1. This item will be a pre bid item estimated at $1,1250 per day.
Actual costs will be reimbursed.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Juty 1, 2011
Henderson Street (SH 199) Detour
00144
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3. Plans
Section 00 OS 15
ADDENDA
Page 3 of 4
a. The typical sections shown on sheets 5-11 shall be modified:
i. Replace text within the typical section legend, under layer l, from (3"
HMAC TY D) to (2"HMAC TY D)
ii. Replace teat within the typical section legend, under layer 3, from (25"
FLEXIBLE BASE) to (21" FLEXIBLE BASE)
iii. Commerciai Street section will not be removed as previously shown.
The top layer will be milled and overlayed as shown in the revised
sheets.
b. Modify Sheet 42:
i. Commercial Street will not be removed as previously shown. Mill
Commercial Street as necessary to match the elevation of the proposed
21" flexbase with the existing milled street section. See the revised
section for clarity.
c. Modify Sheet 46:
i. On the pavement section shown in the top left corner of the sheet, delete
one of the arrows pointing to the 2"HMAC top layer, add an arrow
pointing to the middle pavement section that states " 4" HMAC Type B"
4. Bid Proposal
a. Modify previous proposal to match current attached proposal.
b. A Bid Add Alternate is included for the temporary signal improvements at the
intersection of the Detour and White Settlement Road as well as the pavement
improvement from Henderson Detour to White Settlement Road. Pavement
improvements from STA 117+21.64 to STA 124+9332 are included in the Bid
Add Alternate. No additional contract time will be provided far Bid Add
Alternate.
5. Responses to contractor questions at Prebid meeting:
a. The geotech report is a�ailable on buzzsaw. The material on site is anticipated to
have PI of 35 or less.
i. htt�s://proiectpoint.buzzsaw.comlclient/fortworthaov/Infrastructure
Projects/00144 - Hederson Street Detour/Bid Documents
PackageiGeotech Reports
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Henderson Street (SH 199) Detour
00144
Section 00 OS I S
ADDENDA
Page 4 of 4
1 b. Clarification of the 3/8" stranded steel bid item:
2 i. This is the span wire that supports the traffic si�al heads for the
3 temporary signal at Henderson and White Settlement. There's no need to
4 make any changes to the plans. The 3/8" cable is called out on the City
5 Standard titled "Construction Details for Span Wire Mounted Signals",
6 sheet 98 of the plan set.
7 c. The Miscellaneous Structure Adjustment bid item will pay for the contractor to
8 construct the structure shown on sheet 70 detail-2 (Modification Detail for 30"
9 Valve Vault)
10 d. All concrete barriers listed in the plans are modified to water-filled barriers.
11 e. High-Early Strength concrete shall be constructed according to Fort Worth
12 specification 32 13 13 Concrete Paving — Part 2.4.A.2.c High Early Strength
13 Concrete
14 f. The flexbase should consist of crushed stone or crushed concrete base per
15 T�OT Item 247, Type D, Grade 1. The base should be compacted in 4 to 6
16 inch lifts at optimum to +2 above optimum to 95% TEX-113-E.
17 g. A 5000 CY stockpile of flexbase is not required for this project.
18 All other provisions of the contract documents, plans and specification shall remain unchanged.
19 Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering
20 the bid non-responsive. A signed copy of this addendum shall be placed into the Proposal at the
21 time of bid submittal.
22 Receipt Acknowledged:
23 By: ....t:l�y,y✓ %� � ' -
�
24 company: JLB CONTRACTING, LLC
25 END OF SECTION
CTI'Y OF FORT WORTH Henderson Street (SH 199) Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00144
Revised July I, 2011
001113-1
INVITATION TO BIDDERS
Page 1 of 2
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SECTION 00 11 13
INVITATION TO BIDDERS
RECEIPT OF BIDS
Sealed bids for the construction of Henderson Street (S.H. 199) Detour 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 l, 2012, and bids will be opened publicly and read
aloud at 2:00 PM CST in the Council Chambers.
GENERAL DESCRIPTION OF WORK
The maj or work will consist of the (approximate) following: Detour roadways for Henderson
Street and Commercial Street consisting o£
Henderson Street Detour
14,891 SY of 25" Flex Base
2,650 LF of 6" Concrete Curb and Gutter
13,632 SY 3" Asphalt Pavement Type D
13,632 SY 4" Asphalt Base Type B
Signal Modification
Commercial Street Detour
5,337 SY of 21" Flex Base
5,155 SY 4" Asphalt Base Type B
Temporary signal
PREQUALIFICATION
The improvements included in this project must be performed by a contractor who is pre-
qualified by the City at the time of bid opening. The procedures for qualification and pre-
qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS.
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
of Fort Worth's Purchasing Division website at http://www.fortworth og v.org/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 will be available on October 15, 2012, and may
be purchased from Freese and Nichols, Inc.,located at 4055 International Plaza, Suite 200, Fort
Worth, TX 76109
The cost of Bidding and Contract Documents is:
Set of Bidding and Contract Documents with half size drawings: $100
PREBID CONFERENCE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Henderson Street(S.H.199) Detour
City Project No. 00144
001113-3
INVITATION TO BIDDERS
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A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following location, date, and time:
DATE: October 23, 2012
TIME: 10:00 am
PLACE: City of Fort Worth, 1000 Throckmorton, Fort Worth, TX 76102
LOCATION: PMO Conference Room, located on second floor of City Hall
CITY'S RIGHT TO ACCEPT OR REJECT BIDS
City reserves the right to waive irreb larities and to accept or reject bids.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: Patrick Buckley, PE, City of Fort Worth
Email: Patrick.buckley@fortworthgov.org
Phone: 817-392-2443
AND/OR
Attn: John Dewar, PE, Freese and Nichols
Email: jfd@freese.com
Phone: 817-735-7431
ADVERTISEMENT DATES
October 11, 2012
October 18, 2012
25 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Henderson Street (S.H199) Detour
City Project No. 00144
002113-1
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.
1.22. Nonresident Sidder: Any person, firm, partnership, company, association, or
corporation acting directly through a duly authorized representative, submitting a
bid for performing the work contemplated under the Contract Documents whose
principal place of business is not in the State of Texas.
1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
(on the basis of City's evaluation as hereinafter provided) makes an award.
2. Copies of Bidding Documents
2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
resulting from the Bidders use of incomplete sets of Bidding Documents.
2.2. City and Engineer in making copies of Bidding Documents available do so only for the
purpose of obtaining Bids for the Work and do not authorize or confer a license or b ant
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 1 l, 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
Rcviscd Aub sC 17, 2012
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
00 21 13 - 2
INSTRUCTIONS TO BIDDERS
Pagc 2 of 9
1 3.3. 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 limited to manpower and equipment records,
4 information about key personnel to be assib ed 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 successfuliy 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
11 notified in writing of a recommendation to the City Council.
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16 4.
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3.4.In addition to prequalification, additional requirements for qualification may be required
within various sections of the Contract Documents.
Examination of Bidding and Contract Documents, Other Related Data, and Site
18 4.1. Before submitting a Bid, each Bidder shall:
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ZO 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 Parab aph 4_2. below). No information given by City or any representative of the
23 City other than that contained in the Contract Documents and officially
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, prob ess, performance or furnishing of the
Work.
4.1.3. Consider federal, state and local Laws and Reb lations that may affect cost,
progress, performance or furnishing of the Work.
33 4.1.4.Study all: (i) reports of expiorations and tests of subsurFace conditions at or
34 contiguous to the Site and all drawings of physicai 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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41 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
42 the infortnation which the City will furnish. All additional information and data
43 which the City will supply after promulgation of the formal Contract Documents
44 shall be issued in the form of written addenda and shall become part of the Contract
45 Documents just as though such addenda were actually written into the original
46 Contract Documents. No information given by the City other than that contained in
47 the Contract Documents and officially promulgated addenda thereto, shall be
48 binding upon the City.
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CITY OF FORT WORTH Hcndcrson Strect (S.H199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Revised Aub st 17, 2012
00 21 13 - 3
INSTRUCTIONS TO BIDDERS
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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 the 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 construction 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 conections or interpretations as may
be deemed necessary for fulfillment of the intent of the Contract Documents.
4.2. 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 contib ous to
the site which 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.
4.22. 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 utilized by City in preparation of the Contract Documents.
4.23. 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 4A2. 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd August 17, 2012
Hcndcrson Strect (S.H.199) Dctour
City Projcct No. 00144
0021 13-4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.3. The submission of a Bid will constitute an incontrovertibie representation by Bidder (i)
2 that Bidder has complied with every requirement of this Parab aph 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.
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14 4.4. The provisions of this Parab aph 4, inclusive, do not apply to Asbestos, Polychlorinated
15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
16 Parab aph 4.06. of the General Conditions, unless specificaily identified in the Contract
17 Documents.
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19 5. Availability of Lands for Work, Etc.
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21 5.1. The lands upon which the Work is to be performed, rights-of-way and easements for
22 access thereto and other lands designated for use by Contractor in performing the Work
23 are identified in the Contract Documents. All additional lands and access thereto
24 required for temporary construction facilities, construction equipment or storage of
25 materials and equipment to be incorporated in the Work are to be obtained and paid for
26 by Contractor. Easements for permanent structures or permanent changes in existing
27 facilities are to be obtained and paid for by City unless otherwise provided in the
28 Contract Documents.
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30 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
31 in Paragraph SC 4A1 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 proj ect.
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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 will proceed in the other areas of the project that do not require permits
39 and/or easements.
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41 6. Interpretations and Addenda
42
CITY OF FORT WORTH Hcndcrson Strcct (S.H.199) Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00144
Rcviscd Aub st 17, 201 Z
002113-5
INSTRUCTIONS TO BIDDERS
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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: Patrick Buckley, PE, Transportation and Public Works
Email: Patrick.buckley@fortworthgov.org
Phone:817-392-2443
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
City.
6.3. Addenda or clarifications may be posted via Buzzsaw at
�itt�s:%!prc��cct�oint.bt�zzsaw.com/fc�rtworth��v/Infrastruct��re%201'ro�ects/001��%2C�-
%20Ccntral°io20C'itv%20�rid�es/I�enderson°�o?OStreet°;o20�eto��r°%�OSub�roicet%2�}°�o2QF3i
ddit�g°io20I3�cuments'?�ublic
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 Generai Conditions.
7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
have been satisfied. If the Successful 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 CONSTRUCTION SPECIFICATiON DOCUMENTS
Rcviscd August 17, 2012
Hendcrson Strcct(S.H.199) Detour
City Projcct No. 00144
0021 13-6
INSTRUCTIONS TO BIDDERS
Pa�c 6 of 9
1 8. Contract Times
2 The number of days within which, or the dates by which, Milestones are to be achieved 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.
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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 of the Generai Requirements.
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20 11. Subcontractors, Suppliers and Others
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1 l.l. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
12-20ll (as amended), the City has goals for the participation of minority business
and/or small business enterprises in City contracts. A copy of the Ordinance can be
obtained from the Office of the City Secretary. The Bidder shall submit the MBE and
SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor
Waiver Form and/or Good Faith Effort 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.
37 12. Bid Form
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12.1. The Bid Form is included with the Bidding Documents; additional copies may be
obtained from the City.
12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
sib ed in ink. Erasures or alterations shall be initialed in ink by the person signing
the Bid Form. A Bid price shall be indicated far 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
wark contemplated or furnish materials required. All prices shali 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
Rcviscd August 17, 2013
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
002113-7
INSTRUCTIONS TO BIDDERS
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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 official address of the 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 official 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.
12.1 l. Evidence of authority to conduct business as a Nonresident Bidder in the state of
Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance
to State Law Non Resident Bidder.
13. Submission of Bids
Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
marked with the City Project Number, Project title, the name and address of Bidder, and
accompanied by the Bid security and other required documents. If the Bid is sent through the
matl 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 DOCUM�NTS
Reviscd August 17, 2012
Hcndcrson Strect (S.H199) Dctour
City Project No. 00144
ooal 13-s
INSTRUCTIONS TO BIDDERS
Pagc 8 of 9
1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the
2 time set for the closing of Bid receipt.
4 15. Opening of Bids
5 Bids wiil be opened and read aloud publicly at the place where Sids are to be submitted. An
6 abstract of the amounts of the base Bids and major aiternates (if any) wiil be made available
7 to Bidders after the opening of Bids.
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9 16. Bids to Remain Subject to Acceptance
10 All Bids wili remain subject to acceptance for the time period specified for Notice of Award
11 and execution and delivery of a complete Agreement by Successfui Bidder. City may, at
12 City's sole discretion, release any Bid and nuliify the Bid security prior to that date.
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17. Evaluation of Bids and Award of Contract
17.1. City reserves the right to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, 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 invoiving 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 ar all bids will be rejected if City has reason to believe that collusion exists
among the Bidders, Bidder is an interested party to any litigation against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has performed a prior contract in an unsatisfactory manner, ar
Bidder has uncompleted work which in the judgment of the City wiil prevent or
hinder the prompt completion of additional work if awarded.
17.2. City may consider the qualifications and experience of Subcontractors, Suppiiers, and
other persons and organizations proposed for those portions of the Work as to which
the identity of Subcontractors, Suppliers, and other persons and organizations must
be submitted as provided in the Contract Documents or upon the request of the City.
City also may consider the operating costs, maintenance requirements, performance
data and guarantees of major items of materials and equipment proposed for
incorporation in the Work when such data is required to be submitted prior to the
Notice of Award.
46 173. City may conduct such investigations as City deems necessary to assist in the
47 evaluation of any Bid and to establish the responsibility, 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.
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CITY OF FORT WORTH Hcndcrson Strcct (S.H199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Projcct No. 00144
Revised August 17, 2012
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00 21 13 - 9
INSTRUCTIONS TO BIDDERS
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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 will 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 ar 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 Hcndcrson Strcct (S.H.199) Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcviscd August 17, 2012
003513-I
CONFLICT OF INTEREST AFFIDAVIT
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1 SECTION 00 35 13
2 CONFLICT OF INTEREST AFFIDAVIT
3
4 Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth
5 (also referred to as "City") procurement are required to complete Conflict of Interest
6 Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure
7 Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the
8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on
9 City Work. The referenced forms may be downloaded from the website links provided below.
10
11 http://www.ethics.state.�.us/forms/CIQ.pdf
12
13 htt�://www.ethics.state.tx.us/forms/CIS.pdf
14
15 0 CIQ Form is on file with City Secretary
16
17 � CIQ Form is being provided to the City Secretary
18
19 � CIS Form is on File with City Secretary
20
21 � CIS Form is being provided to the City Secretary
22
23
24
25 BIDDER:
26 JL C T CTI G, LLC
2� By:
28 Company (Please Print)
29
30 � � Signature: ��'� � -' ������� �
31 Address p.p, gOX 24131
32 FORT WORTH, TX 76324 Ja gS �. U pho-ey
33 Title:
34 City/State/Zip (Pleas )
35
36
37 END OF SECTION
CITY OF FORT WORTH
STAI�[DARD CONSTRUCTION SPECIFICATION DOCUMENTS
Reviscd March 27, 201 Z
Hcndcrson Strect(S.H.199) Dctour
City Projcct No. 00144
00 41 00
BID FORM
Page 1 of 3
SECTION 00 41 00
BID FORM
- TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR: Henderson Street (S.H. 199) Detour
City Project No.: City Project Number 00144
Units/Sections: Unit 1- Henderson Detour
1. Enter Into Agreement
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the
Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within
the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
-- 2.1. In submitting this Bid, Bidder accepts 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, wiil do so pending contract award, and will provide a valid
insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or
entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization,
or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the
purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding
process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to
deprive City of the benefits of free and open competition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the
knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive leveis.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property
to influence their participation in the bidding process or affect the execution of the Contract.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20'120327 Henderson Street Detour Proposal Add'I
0o a� o0
BID FORM
Page 2 of 3
3. Prequalification
The Bidder acknowledges that the foliowing work types must be performed only by prequalified contractors and subcontractors:
a. Paving
b. Water
c.
d.
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 120 days after the date when the
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work
{and/or achievement of Milestones} within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of
the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
*If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space
provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the
bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to
verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities
shown in this proposal and then totaling all of the extended amounts.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
Henderson Street Detour Proposal Add1
0o ai o0
BID FORM
Page 3 of 3
6.3. Evaluation of Alternate Bid Items
Totai Base Bid $1,619,624.69
Bid Add Alternate $310,336.94
Total Bid $1,929,961.63
7. Bid Submittal
This Bid is submitted on Thursday, November 01, 2012 by the entity named below.
Respectfully submitted,
By: � %�
v (Signature)
James G Humphrev
(Printed Name)
Receipt is acknowledged o �nitial
the followin Addenda:
Addendum No. 1:
Addendum No. 2: /
Addendum No. 3:
Addendum No. 4:
Title: CEO
Company: JLB Contracting, LLC
Address: PO Box 24131
Fort Worth, Texas
State of Incorporation:
Email:
Phone: 817-261-2991
Texas
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 2012032�
Corporate Seal:
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Henderson Street Detour Proposal Add1
0o az as
BID PROPOSAL
Pagc t of 3
SECTION 00 42 43
PROPOSALFORM
UNIT PRICE BID Bidder's Application
Project Item Informarion Bidder's Proposal
Bidlist Description W/ COFW SPEC COFW Spec Standazds No. T�OT Unit of Bid Unit Price Bid Value
Item No. Item Measure Quanrity
0135.0101 Railroad Coordination
0135.0102 Raiiroad Flagmen
0241.0100 Remove Sidewalk
0241.0401 Remove Concrete Drive
0241.0550 Remove Guardrail
0241.1000 Remove Conc Pvmt
0241.1100 Remove Asphalt Pvmt
0241.1102 6" Pressure Plug
0241.1300 Remove Conc Curb&Gutter
0241.1302 Salvage 6" Water Valve (Relocatei
0241.1510 Salvage Fire Hydrant (Relocate)
26053014 2" CONDT RM (RISER)
26053021 3" CONDT PVC SCH 40 (T)
26053022 3" CONDT PVC SCH 40 (B)
26053024 3" CONDT RM (RISER)
3110.0101 Site Clearing
3123.0101 Unclassified Excavation
3123.0102 Fill (Borrow)
3124.0101 Embankment
3125.0101 SWPPP z 1 acre
3201.0202 Asphalt Pvmt Repair Beyond Defined Width
3211.0312 6" Fiex Base, Type D, GR-1(Parking Lot Recc
3211.0313 8" Fiex Base, Type D, GR-1
3212.0302 2" Asphalt Pvmt Type D(Henderson Signal)
3212.0302 2" Asphalt Pvmt Type D(Parking lot Recon<
3212.0302 2" Asphalt Pvmt Type D{Side Streets)
3212.0303 2" Asphalt Pvmt Type D(Henderson Detour
3212.0304 4" Asphalt Pvmt Type D(Henderson Signal)
3212.0501 4" Asphalt Base Type B(Henderson Detour
3212.0501 4" Asphalt Base Type B(Parking Lot Reconsl
3212.0501 4" Asphait Base Type B(Side Streetsi
3212.0501 4" Asphalt Pvmt Type B(Henderson Signal)
3213.0203 8" Conc Pvmt HES
3213.0301 4" Conc Sidewalk
3213.0401 6" Concrete Driveway
3216.0101 6" Conc Curb and Gutter
3217.0001 4" SlD Pvmt Marking HAS (W)
3217.0002 4" SlD Pvmt Marking HAS (Y)
3217.0003 4" BRK Pvmt Marking HAS (W)
3217.0201 8" SlD Pvmt Marking HAS (W)
3217.0301 12" SlD Pvmt Marking HAE (W)
3217.0501 24" Sl0 Pvmt Marking HAE (W)
3217.1001 lane legend RR
3217.2102 REFL Raised Marker TY I-C
3217.2103 REFL Raised Marker TY II-A-A
3217.2104 REFL Raised MarkerTY II-C-R
3217.4301 Remove 4" Pvmt Marking (Work Zone)
3217.4306 Remove 24" Pvmt Marking
3231.0115 10' Chain Link, Steel
3231.0304 10' Gate. Steel (Width varies 19' to 74')
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAIION DOCUMENTS
Foan Revised 20120120
013513
013513
02 41 13
02 4113
02 41 13
02 41 15
02 4115
02 41 14
02 41 15
02 41 14
02 4114
26 OS 33
26 OS 33
26 OS 33
26 OS 33
3110 00
31 23 16
3123 23
3124 00
3125 00
32 01 17
321123
32 1123
32 1216
321216
32 12 16
32 12 16
32 12 16
321216
32 12 16
321216
321216
321313
3213 20
3213 20
321613
3217 23
32 17 23
32 17 23
3217 23
3217 23
3217 23
3217 23
32 17 23
32 17 23
3217 23
3217 23
3217 23
32 3113
32 3126
104
542
104
105
2053
618
618
618
618
100
110
132
132
506
247
340
340
340
340
340
340
340
340
340
360
531
530
529
666
666
666
666
666
666
666
672
672
672
677
677
550
LA 1
WD 15
SF 294
SF 1350
LF 469
SY 20
SY 10629
EA 1
LF 985
EA 1
EA 1
�F 20
LF 15
LF 235
LF 20
LS 1
CY 1205
CY 9835
CY 1205
LS 1
SY 120
SY 1239
SY 2978
SY 50
SY 1,239
SY 2,699
SY 13,632
SY 30
SY 13,632
SY 1239
SY 2699
SY SO
SY 30
SF 450
SF 3005
LF 2735
LF 2420
LF 3925
lF 50
LF 500
LF 245
LF 270
EA 4
EA 58
EA 30
EA 13
LF 17,49C
lF 110
LF 360
EA 4
$3
$3.20
$535.00
$2.15
$2,610.00
$2,665.00
$20.00
$10.65
$19.20
$21.50
73,500.00
$9.84
$7.69
$7.53
10,000.00
$52.19
$7.00
.94
857.20
631.15
$10,000.00
$6,262.80
$9.70 $12,018.30
$9.61 $25,937.39
$13.18 $179,669.76
$43.30 $1,299.00
$17.51 $238,696.32
$19.09 $23,652.51
$17.97 $48,501.03
$20.65 $56,477.75
$1.07 $2,589.40
$1.07 $4,199.75
$1.07 $53.50
$1.60 $800.00
$2.95 $722.75
$6.40 $1,728.00
480.00 $1,920.00
$3.75 $217.50
$3.75 $112.50
$3.75 $48.75
$1.33 $23,261.70
Hcndecson Strcct Dctow Proposal Addl
0o az as
BID PROPOSAL
Pagc ? of 3
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Descriprion W/ COFW SPEC COFW Spec Standards No. T�OT Unit of Bid Unit Price Bid Value
Item No. Item Measure Quanrity
3291.0100 Topsoil 32 91 19 160 CY 862 $11.65 $10,04230
3292.0400 Seeding, Hydromuich 32 92 13 164 SY 7,765 $0.99 $7,68735
3305.0105 InletAdjustment 330514 465 EA 1 $3,100.00 $3,100.00
3305.0107 ManholeAdjustment,Minor 330514 5779 EA 1 $530.00 $530.00
3305.0108 Miscellaneous Structure Adjustment 33 0514 EA 1 $2,560.00 $2,560.00
3305.0109 Trench Safety 33 0514 402 LF 495 $2.15 $1,064.25
3305.0111 Valve Box Adjustment 33 0514 5457 EA 2 $310.00 $620.00
3305.0111 Vault Box Adjustment (for 54" Waterline) 33 OS 14 EA 1 $2,400.00 $2,400.00
3305.1001 12" Casing By Open Cut 33 OS 22 2027 LF 10 $170.00 $1,700.00
3305.1002 16" Casing By Open Cut 33 OS 22 2027 lF 10 $205.00 $2,050.00
3311.0161 6" PVC Water Pipe 33 1112 LF 10 $95.00 5950.00
3311.0461 12" PVC Water Pipe 33 1112 LF 40 $130.00 $5,200.00
3312.0105 Connection to Existing 12" Water Main 33 12 25 EA 1 $2,665.00 $2,665.00
3312.2001 1" Water Service, Meter Relocation 331210 EA 2 $3,625.00 $7,250.00
3312.2003 1" WaterService 331210 EA 2 $1,810.00 $3,620.00
3341.0302 30" RCP, Ciass III 33 41 SO 464 LF 231 $116.00 $26,796.00
3341.0409 48" RCP, Class III 33 4110 464 LF 244 $220.00 $53,680.00
3349.7001 4' Drop Inlet 33 49 20 464 EA 1 $4,155.00 $4,155.00
3441.1001 3-Sect Signai Head Assmbly 34 4110 682 EA 12 $960.00 $11,520.00
3441.1002 4-Sed Signal Head Assmbly 3441 10 682 EA 2 $1,280.00 $2,560.00
3441.1011 Ped Signai Head Assmbly 3441 10 8260 EA 2 $695.00 $1,390.00
3441.1021 2" Ped Push BTN Station w/ Sign (Sig Pole) 34 41 10 688 EA 1 $270.00 $270.00
3441.1022 2" Ped Push BTN Station w/ Sign (Ped Pole) 34 41 10 688 EA 1 $270.00 $270.00
3441.1206 Install VIVDS 344110 6266 EA 2 $745.00 $1,490.00
3441.1310 4/C14AWGMuIti-ConductorCable 344110 684 LF 20 $2.15 $43.00
3441.1313 8/C14AWGMuIti-ConductorCable 344110 684 lF 400 $2.15 $860.00
3441.1315 20/C 14 AWG Muiti-Conductor Cable 34 4110 684 LF 245 $3.20 $784.00
3441.1403 NO 6 Triplex OH insulated Elec Condr 34 4110 620 lF 170 $3.20 $544.00
3441.1414 NO 8 Bare Elec Condr 34 4110 620 LF 420 $1.10 $462.00
3441.1503 6round Box, Large, w/ Lid Apron 34 41 SO 624 EA 2 $855.00 $1,710.00
3441.2001 SaivageTrefficSignai 344113 6007 EA 1 $2,665.00 $2,665.00
34413102 200W HPS PC Lighting Fixture 34 4120 610 EA 1 $535.00 $535.00
34413321 Furnish/I�stall 40' Wood Light Pole 344120 627 EA 1 $1,600.00 $1,600.00
34413323 Furnish/install 8' Wood Light Pole Arm 34 4120 610 EA 1 $375.00 $375.00
3441.4001 Furnish/install Alum Sign MastArm Mount 344130 636 EA 2 $320.00 $640.00
3441.4006 Install alum sign ground mount 344130 644 EA 19 $375.00 $7,125.00
3471.0001 TrafficControl 347113 502 MO 4 $1,850.00 $7,400.00
9999.0010 Miscellaneous Construction Force Account 99 99 00 NA EA 55,000 $1.00 $55,000.00
9999.0020 Miscellaneous Utility Force Account 99 99 00 NA EA 26,000 $1.00 $26,000.00
9999.0060 Retaining Wall for 54" Waterline 99 99 00 423 SF 249 $37.50 $9,337.50
9999.0070 MTl BEAM GD FEN (TIM POST) 99 99 00 540 LF 660 $22.10 $14,586.00
9999.0080 Terminal Anchor Section 99 99 00 540 EA 4 $555.00 $2,220.00
9999.0090 Guardrail End Treatment (Install) 99 99 00 544 EA 2 $3,150.00 $6,300.00
9999.0100 MTL BM GD FN (Salvage and reuse) 99 99 00 540 LF 428 $22.10 $9,458.80
9999.0110 Water Traffic Barrier 99 99 00 Spec Spc LF 550 $64.00 $35,200.00
9999.0120 21" Flex Base, Type D, GR-1 321123 247 SY 14891 $18.75 $279,206.25
9999.0130 36" YIELD TRIANGLE MARKINGS 3217 23 666 EA 5 $270.00 $1,350.00
9999.0140 12/C 14 AWG Muiti-Conductor Cable 34 41 10 684 LF 240 $2.70 $648.00
9999.0180 3/8"STRANDEDSTEELCABLE 344110 625 LF 600 $3.20 $1,920.00
Total for Base Bid: Henderson Detour and Signal Improvements Total $1,619,624.69
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECffICATION DOCUMENTS
Fomi Rcviscd 20120120 Hrnderson Strcct Detour Proposal Addl
0o az as
BID PROPOSAL
Page 3 of 3
SECTION 00 42 43
PROPOSAL FORM
Bidder's Application
UNIT PRICE BID
Project Item Informarion Bidder's Proposal
Bidlist Description W/ COFW SPEC COFW Spec Standards No. TxDOT Unit of B�d Unit Price Bid Value
Item No. Item Measure Quantity
Bid Rdcl Atte�nate: Cammercial Detour with 5ignal
0241.1100 Remove Asphalt Pvmt 02 41 15 105 SY 12414 $3.75 $46,552.50
0241.1506 2" Surface Milling 02 41 15 354 SY 2873 $2.95 $8,47535
0241.4001 Remove Curb Inlet 02 4114 496 EA 2 $1,065.00 $2,130.00
26053014 2" CONDT RM (Riser) 26 OS 33 618 lF 50 $20.00 $1,000.00
2605.3034 4" CONDT RM (Riser) 26 OS 33 618 LF 20 $24.00 $480.00
3123.0101 Unclassified Excavation 312316 110 CY 1025 $6.40 $6,560.00
3124.0101 Embankment 312400 132 CY 1025 $6.40 $6,560.00
3212.0302 2" Asphalt Pvmt Type D(Henderson Detour Road) 321216 340 SY 5,155 $9.05 $46,652.75
3212.0302 2" Asphalt Pvmt Type D(White Settlement Overlay @ Detour) 321216 340 SY 2,627 $9.25 $24,295.64
3217.0001 4" SLD Pvmt Marking HAS (W) 3217 23 666 �F 550 $1.10 $605.00
3217.0002 4" SLD Pvmt Marking HAS (Y) 3217 23 666 LF 2000 $1.10 $2,200.00
3217.0005 4" DOT Pvmt Marking HAS (W) 3217 23 666 LF 200 $1.10 $220.00
3217.0201 8" SLD Pvmt Marking HAS (W) 3217 23 666 LF 370 $1.60 $592.00
3217.0501 24" SLD Pvmt Marking HAE (W) 32 17 23 666 LF SOS $6.40 $672.00
3217.1002 Lane Legend Arrow 3317 23 666 EA 6 $110.00 $660.00
3217.1002 Lane Legend DBLArrow 3417 23 666 EA 2 $160.00 $320.00
3217.1004 Lane Legend Only 35 17 23 666 EA 4 $135.00 $540.00
3217.2102 REFI Raised Marker TY I-C 32 17 23 672 EA 38 $3.75 $142.50
3217.2103 REFL Raised Marker TY II-A-A 32 17 23 672 EA 40 $3.75 $150.00
3305.0109 Trench Safety 33 OS 10 402 lF 135 $2.15 $290.25
3341.0103 18" RCP, Class III 33 4110 464 LF 135 $90.00 $12,150.00
3349.5001 10' Curb Inlet (TxDOT Type 3) 33 49 20 465 EA 2 $4,530.00 $9,060.00
3349.5001 10' Curb Iniet (TxDOT Type 1) 33 49 20 465 EA 1 $3,300.00 $3,300.00
3441.1001 3-Sect Signal Head Assmbly 34 4110 682 EA 8 $960.00 $7,680.00
3441.1203 Install Radar Presence Detect System 34 4110 EA 3 $535.00 $1,605.00
3441.1208 Install Emergency Vehicle Preemption System 34 41 SO LS 1 $1,920.00 $1,920.00
3441.1311 5/C 14 AWG Muiti-Conductor Cable 34 41 SO 684 LF 1285 $2.15 $2,762.75
3441.1312 7/C 14 AWG Multi-Conductor Cable 34 41 SO 684 LF 180 $2.15 $387.00
3441.1403 NO 6 Bare Elec Condr 34 41 SO 620 LF 380 $1.10 $418.00
3441.1408 NO 6 insulated Elec Condr 34 4110 620 LF 190 $1.10 $209.00
3441.1409 NO 8 Insulated Elec Condr 344110 620 LF 270 $1.10 $297.00
3441.1414 NO 8 Bare Elec Condr 34 41 10 620 LF 270 $1.10 $297.00
3441.1703 TY 3 Signal Foundation 34 41 10 416 EA 4 $775.00 $3,100.00
3441.1723 Install Controller & Cabinet, Pole MNT 344110 690 EA 1 $2,545.00 $2,545.00
34413322 Insta1140' Wood Light Pole 3441 20 627 EA 4 $1,600.00 $6,400.00
3441.3324 Instal) 8' Wood Light Pole Arm 3441 20 690 EA 4 $375.00 $1,500.00
3441.4005 Install Alum Sign Mast Arm Mount 344130 636 EA 5 $320.00 $1,600.00
3441.4006 Install alum sign ground mount 344130 644 EA 5 $375.00 $1,875.00
9999.0110 Water Traffic Barrier 99 99 00 Spec Spc LF 200 $63.00 $12,600.00
9999.0190 21" Flex Base, T e D, GR-1 3211 23 247 SY 4380 $18.84 $82,519.20
9999.0200 Zinc-Coat Wire Strand (3/81N) 3441 10 625 LF 1645 $3.20 $5,264.00
9999.0210 ELC SRV 7YT 120-240 (NS)GS(T)TP(0) 3441 10 628 EA 1 $3,750.00 $3,750.00
Total for Bid Add Alternate: Commerciai Detour with Signal Totai $310,336.94
C[TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIITCATION DOCUMENTS
Fortn Revised 20120120 Hrndcrson Strcct Detow Proposal Addl
00 43 37
VENDOR COMPLIANCE TO STATE lAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction,
improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the
same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a
comparable contract in the State which the nonresidenYs principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Nonresident bidders in the State of ����e S��r� €�r 3I�rsE� , our principal place of business,
�.,.�_�..: __� -
are required to be °s Her� ; percent lower than resident bidders by State Law. A copy of the
statute is attached. �
Nonresident bidders in the State of ��a�� �i�re or �lank;», , our principal place of business,
are not required to underbid resident bidders. � �
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas. �
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas
CIN OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627
By: James G Humphrey
�i��� i� � �
tJ (Signature)
Title: CEO
Date: J�� � � � Z-� ! v
Henderson Street Detour Proposai Add1
004511-1
BIDDERS PREQUALIFICATIONS
Pagc 1 of 3
SECTION 00 45 11
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
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32
33
34
35
36
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39
40
41
42
43
44
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, Certificate of Limited Partnership Agreement).
c. A completed Bidder Prequali�cation Application.
(1) The firm's Texas Taxpayer ldentification Number as issued by the Texas
Comptroller of Pubiic Accounts. To obtain a Texas Taxpayer ldenti�cation
number visit the Texas Comptroller of Public Accounts online at the
following web address www.window.state.�.us/taxpermit/ and fill out the
application to apply for your Texas tax ID.
(2) The firm's e-mail address and fax number.
(3) The firm's DL7NS 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
Rcviscd July ], 20ll
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
00 45 11 - 2
BIDDERS PREQUALIFICATIONS
Pagc 2 of 3
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(2) To be satisfactory, the financial statements must be audited or reviewed
by an independent, certified public accounting firm registered and in
good standing in any state. Current Texas statues also require that
accounting firms performing audits or reviews on business entities within
the State of Texas be properly licensed or registered with the Texas State
Board of Public Accountancy.
(3) The accounting firm should state in the audit report or review whether
the contractor is an individual, corporation, or limited liability company.
(4) Financial Statements must be presented in U.S. dollars at the current rate
of exchange of the Balance Sheet date.
(5) The City will not recognize any certified public accountant as
independent who is not, in fact, independent.
(6) The accountant's opinion on the financial statements of the contracting
company should state that the audit or review has been conducted in
accordance with auditing standards generally accepted in the United
States of America. This must be stated in the accounting firm's opinion.
It should: (1) express an unqualified opinion, or (2) express a qualified
opinion on the statements taken as a whole.
(7) The City reserves the right to require a new statement at any time.
(8) The financial statement must be prepared as of the last day of any month,
not more than one year old and must be on file with the City 16 months
thereafter, in accordance with Paragraph 1.
(9) The City will determine a contractor's bidding capacity for the purposes
of awarding contracts. Bidding capacity is determined by multiplying the
positive net working capital (working capital= current assets — current
liabilities) by a factor of 10. Only those statements reflecting a positive
net working capital position will be considered satisfactory for
prequalification purposes.
(10) In the case that a bidding date falis within the time a new financial
statement is being prepared, the previous statement shall be updated with
proper verification.
Bidder Prequalification Application. A Bidder Prequalification Application must be
submitted along with audited or reviewed financial statements by firms wishing to be
eligible to bid on all classes of construction and maintenance projects. Incomplete
Applications will be rejected.
(1) In those schedules where there is nothing to report, the notation of
"None" or "N/A" should be inserted.
(2) A minimum of five (5) references of related work must be provided.
(3) Submission of an equipment schedule which indicates equipment under
the control of the Contractor and which is related to the type of work for
which the Contactor is seeking prequalification. The schedule must
include the manufacturer, model and general common description of
each piece of equipment. Abbreviations or means of describing
equipment other than provided above will not be accepted.
3. Eligibility to Bid
a. The City shall be the sole judge as to a contractor's prequalification.
b. The City may reject, suspend, or modify any prequalification for failure by the
contractor to demonstrate acceptable financial ability or performance.
c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd July 1, ZOl 1
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
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00 45 11 - 3
BIDDERS PREQUALIFICATIONS
Pa�c 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
Rcviscd July i, 201 I
Hcndcrson Strect (S.H199) Dctour
City Projcct No. 00144
00 45 12
BID FORM
Page 1 of 1
SECTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
JLB Contracting, LLC
PO Box 24131
--- Fort Worth, Texas
By: James G Humphrey
-� ���- _-_
, � „v`.�'� �
(% (Signature)
Title: CEO
Date: 11 � j -�v
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
END OF SECTION
Henderson Street Detour Proposal Add1
004526-1
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. 00144. 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:
JL GO T CTI GrLLG By�
Company (Please Print)
Signature: �-r�� � �
Address
�.0. BOX 24131
�oR�wo�T�, TX 76124 Tit1e: Jatrtes G. umphi'ey
City/State/Zip (Pleas��i�)
THE STATE OF TEXAS
CK�lil���_`�(�)�I�_�:�:7_V�I
B��ORE ME, t e und rsigned authority, on this day personally appeared
� _�, , known to me to be the person whose name is
sw scribed to the foregoin inst e t, and acknowledged to me that he/she executed the same as
th�e act and deed of JL G T CTI G, LLC for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN DER MY HAND AND SEAL OF OFFICE this _�day of
20�
Notary ublic in and for t State of Texas
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
tlliQA OUPt1ANT
NOTI�flY PUBI.IC
STATE oF TEXAS
�''�0` MY COMM. D(P. 3-10-2013
Hcndcrson Strcct (S.H199) Detour
City Projcct No. 00144
00 45 40-1
MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
Pagc 1 of I
1 SECTION 00 45 40
2 MINORITY BUSINESS ENTERPRISE GOAL
4 APPLICATION OF POLICY
5 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal
6 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE
7 subcontracting goal is not applicable.
8
9 POLICY STATEMENT
10 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority
11 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and
12 regulations stated in the City's current Busincss Diversity Enterprise Ordinance apply to this bid.
13
14 MBE PROJECT GOAL
15 The City's MBE goal on this project is 19% of thc total bid (Base bid applies to Parks and
16 Community Services). Note: If both MBE and SBE subcontracting goals are established for this
17 project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be
18 deemed responsive.
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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 MBE 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.
31 SUBMITTAL OF REQUIRED DOCUMENTATION
32 The applicable documents must be received by the Managing Department, within the following
33 times allocated, in order for the entire bid to bc considered responsive to the spccifications. The
34 Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing
35 Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the
36 documentation in the time allocated. A faxed co will not be acce ted.
1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) City business days after
or exceeded: the bid opening date, exclusive of the bid openinQ date.
2. Good Faith Effort and Subcontractor
Utilization Form, if participarion is less than
stated goal:
3. Good Faith Effort and Subcontractor
Utilization Form, if no MBE varticipation:
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.
4. Prime Contractor Waiver Form, if firm will received by 5:00 p.m., five (5) City business days after
erform all subcontractin /su lier work: the bid o enin date, exclusive of the bid o enin date.
5. Joint Venture Form, if urilizing a joint venture received by 5:00 p.m., five (5) City business days after
to meet or exceed oal. the bid o enin date, exclusive of the bid o enin date.
37 END OF SECTION
CITY OF FORT WORTH Hcndcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcviscd Scptcmbcr 29, 2012
oo�zas-i
A�reement
Paac I of 4
I SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on (�{' n 4 �nj, ` is made by and between the City of Forth
4 Worth, a Texas home rule municipality, acting by and tlirough its duly authorized City Manager,
5 ("City"), and JLB Contractin�, LLC., authorized to do business in Texas, acting by and through
6 its duly authorized representative, ("Contractor").
7 City and Contractor, in consideration of the mutual covenants l�ereinafter set forth, a�ree as
s follows:
9 Article l. WORK
�
12
Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identified herein.
Articte 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
1� Construction of a Four Lane Detour Alon Henderson Street and Just North of White
16 Settlement Road to Just South of the West Fork of the Trinity River
17 Citv Proiect #: 00144
18 Article 3. CONTRACT TIME
fy]
20
?�
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work wilf be complete for Final Acceptance within 9� days after the date when the
24 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
25 3.3 Liquidated damages
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Contractor recognizes that time is of the essence of this Agreement and that City will
suffer financial loss if the Work is not completed within the times specified in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. The Coiitractor 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 de(ay (but not as a penalty), Contractor shal( pay
City Si� Hundred Fiftv Dollars ($6�0.00) for each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance unti( the City issues the Final Letter of
Acceptance.
C1TY OI� FORT WOR"t'1 i Henderson Sn•eel 1)rloarr
STANDARD CONSTRUC"I'ION SP[:CIPICA'1'ION DOCUMI:N"1'S Ciiv Prc�ec� ��: 00/�!-!
Revised August U, 2012
00 52 43 - 2
Agreement
Page 2 of 4
36 Article 4. CONTRACT PRICE
37 City agrees to pay Contractor for performance of the Work in accordance with the Contract
38 Documents an amount in cunent funds of One Million Nine Hundred Twentv-nine Thousand
39 Nine Hundred Sixtv-one and 63/100............ Dollars ($1,929,961.63).
40 Article 5. CONTRACT DOCUMENTS
41 5.1 CONTENTS:
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A. The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Form
2) Vendor Compliance to State Law Non-Resident Bidder
3) Prequalification Statement
4) State and Federal documents (project 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 Affidavit
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.
CITY OF FORT WORTH Henderson Street Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Crty Project �: 0014�1
Revised August 17, 2012
00 52 43 - 3
Agreement
Page 3 of 4
74 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 specificallv intended to operate
and be effective even if it is alleged 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 citv.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and legal fees incurred by the city in defending against such claims and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its officers, servants and employees, from and against any and all loss, damage
or destruction of property of the ciTy, arising out of, or alleged to arise out of, the work
and services to be performed by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification
provision is sAecificallv intended to operate and be effective even if it is alleged or
proven that all or some of the damages bein� sought were caused, in whole or in part
by anv act, omission or negligence of the city.
Article 7. MISCELLANEOUS
96 7.1 Terms.
97 Terms used in this Agreement which are defined in Articie 1 of the General Conditions will
98 have the meanings indicated in the General Conditions.
99 7.2 Assignment of Contract.
100 This Agreement, including all of the Contract Documents may not be assigned by the
101 Contractor without the advanced express written consent of the City.
102 73 Successors and Assigns.
103 City and Contractor each binds itself, its partners, successors, assigns and legal
104 representatives to the other party hereto, in respect to all covenants, agreements and
105 obligations contained in the Contract Documents.
106 7.4 Severability.
107 Any provision or part of the Contract Documents heid to be unconstitutional, void or
108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
109 remaining provisions shall continue to be valid and binding upon CITY and
110 CONTRACTOR.
111 7.5 Governing Law and Venue.
112 This Agreement, including all of the Contract Documents is performable in the State of
113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
114 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH Henderson Sh�eet Detoa�r
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Projec! #: 00144
Revised August 17, 2012
00 52 43 - 4
Agreement
Page 4 of 4
.-
ll5 7.6 Other Provisions.
116 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
117 classified, promulgated and set out by the City, a copy of which is attached hereto and
118 made a part hereof the same as if it were copied verbatim herein.
119 7.7 Authority to Sign.
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Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date")
Contractor: JLB Contractin�, LLC.
BY: �c�,i � _ ' �"
" (Signature)
Jam�-� � re
Tit1e: CEO
City of Fort Worth
B : w ��
Fernando Costa
Assistant City Manager
Date ,
�- i
Attest: %}�,'�� � �
City Secret�ary � °
(Seal) � � �,l
Address:
� . ._
--
� ,. � ..
,
M&C C�Z��(�%
Date: ( Z- (L.
City/State/Zip: Approved as to Form and Legality:
Yvvi c� � � � l��
Date �,� Douglas W. Black �
Assistant City Attorney
�� OFFI�IAL REC018L�
ICITlf SECRETAR� !',
� �T'e �IIORVH, '�X
�
�
APPROVAL RECOMMENDED:
�----�-...
„
1:.�� W , �✓� t/�
Doug W. W /ersig, P.E. ,� ,�'.
DIRECTO , �
Transportation Public Works
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
He��derson Street Detoarr
Crty Projecl #: 0014-1
00 6I l3 - I
PCRFORMANCE BOND
PaQe 1 of 2
f3ond No. 6067177
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SECTION 00 61 13
PERFORMANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT § �OW ALL BY THESE PRESENTS:
§
That we, JLB Contractin , LLC, known as "Principal" herein and
Westfield Insurance Co. , a corporate surety(sureties, if more than one) duly authorized to do
business in the State of Texas, known as "Surety" herein (whether one or more), are held and
firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of
Texas, known as "City" herein, in the penal sum of, One Million Nine Hundred Twenty-nine
Thousand Nine Hundred Sixtv-one and 63/100 Dollars ($1,929,961.63), ]awfui
money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of
whicli sum well and truly to be made, we bind ourselves, our heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the City
awarded the day of ('��4 2��2 20_, which Contract is hereby referred to and
made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment
labor and other accessories defined by law, in the prosecution of the Work, including any Change
Orders, as provided for in said Contract designated as Construction of a Four Lane Detour
Along Henderson Street from Just North of White Settlement Road to Just South of the
West Fork of the Trinity River, City Project No. 00144
NOW, THEREFORE, the condition of this obligation is such that if the said Principal
shall faithfully perfor�n it obligations under the Contract and shall in all respects duly and
faithfuily perform the Work, including Change Orders, under the Contract, according to the plans,
specifications, and contract documents therein referred to, and as well during any period of
extension ofthe Contract that may be granted on the part of tlie City, then this obligation shall be
and become null and void, otherwise to remain in full force and effect.
29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
--- 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
� 1 Worth Division.
Cl7'Y OF POR7' WORTH
S'I'ANDARD CONSTRUCTION SI LCIPICA'ftON DOCUMLN'I'S �lender,son S7��ee� Derot��
�.:
Revised .luly 1, 201 1 C'in- l'rojecr : 00/-1 !
00 61 13 - 2
PERFORMANCE BOND
Page 2 of 2
Bond No. 6067177
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statue.
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
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ATTEST:
i � �f � �'c�
(Prmcipail� Secretary
�i �.���� �'.� � %� � ��� "-�1-- �
Wifiess' to Surety Eliza eth Gray !\y
__ �
day of ��� � � �Z����� �
PRINCIPAL:
JLB CONTRACTING, LLC
BY: ��-�-•�� /� �
u5ignature
James G_ Humohre7_
Name a�,T�e
t
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
,. .�
BY: �� � F� �� ��
�' � ature ' �
,�
Kyle W. Sweenev, Attorney-in-Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
42 from the by-laws showing that this person has authority to sign such obligation. If
43 Surety's physical address is different from its mailing address, both must be provided.
44 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH Henderson Street Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #: 00144
Revised July I, 2011
00 61 14 - 1
PAYMENT' BOND
Page I of 2
Bond No. 6067177
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 14
PAYMENT BOND
�
§ KNOW ALL BY THESE PRESENTS:
§
That we, JLB Contractin�, LLC., known as "Principal" herein, and
Westfield Insurance CompanX , a corporate surety (sureties),
duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or
more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created
pursuant to the laws of the State of Texas, known as "City" herein, in the penal sum of One
Million Nine Hundred Twentv-nine Thousand Nine Hundred Sixtv one and
63/100 .................................................... Dollars ($_1,929,961.63), lawful
money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of
which sum we(1 and tru(y be made, we bind ourse(ves, our heirs, executors, administrators,
successors and assigns, jointly and severalfy, firmly by these presents:
17 WHEREAS, Principal has entered into a certain �vritten Contract with City, awarded the
18 day of DEC 0 42012 20 , which Contract is hereby referred to and
19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment,
20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in
21 said Contract and designated as Construction of a Four Lane Detour Along Henderson Street
22 from Just North of White Settlement Road to Just South of the West Fork of the Trinity
23 River, City Project #" 00144.
24 NOW, THEREFORE, THE CONDITION OF T'HIS OBLIGATION is such that if
25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
27 the Contract, the►� this obligation shal] be and become null and void; otherwise to remain in full
28 force and effect.
29 This bond is made and executed i» compliance with the provisions of Chapter 2253 of the
30 Texas Government Code, as amended, and all liabilities on this bond shal] be determined in
31 accordance with the provisions of said statute.
CITY OF PORT WORTH flenderson Sn•eei Derour
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN"tS Citv Projec� �: �)01�1�1
Reviscd July 1, 2011
00 61 14 - 2
PAYMENT BOND
Page 2 of 2
Bond No. 6067177
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
2
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this instrument by duly authorized agents and officers on this the _� �_ ___ ' day of
QEC 0 � 2��� , 20_.
ATTEST:
ATTEST:
(Surety) Secretary
�
� �� L�� \� \ �� 1� �� . � • � �� �' L L .,/ ,'
Witness as o Surety Elizabeth Gray
i
.�
PRINCIPAL:
JLB CONTRACTING, LLC
BY: L��� /� �
Sigr�ature
James G. Humphrey
Name and Titl E(�
Address: P.O. Box�I3T
Fort Worth. Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
;...-1
'i �� .1
�,, �
BY: 'i �
Sign� e `
Kyle W. Sweenev, Attorney-in-Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
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 Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revised July I, 2011
Henderson Street Detour
City Project #: 00144
00 61 19 - 1
MAINTENANCE BOND
Page 1 of 3
Bond No. 6067177
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SECTION 00 61 19
MAINTENANCE BOND
THE STATE OF TEXAS
COUNTY OF TARRANT
.
KNOW ALL BY THESE PRESENTS:
That we JLB Contractin�, LLC , known as "Principal"
herein and Westfield Insurance Company , a corporate surety
(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a
municipal corporation created pursuant to the laws of the State of Texas, known as"City" herein,
in the sum of One Million, Nine Hundred Twenty-Nine Thousand, Nine Hundred Six -One
Dollars and Sixty-Three Cents Dollars ($1,929,961.63), lawful money ofthe United States, to be
paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made
unto the City and its successors, we bind ourselves, our heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the City awarded
the day of ��� �� �`� �'"�� , 20_, which Contract is hereby referred to and a made part
hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 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 Construction of a Four Lane Detour Along Henderson Street from
Just North of White Settlement Road to Just South of the West Fork of the Trinity River,
City Project No. 00144; and
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifications and Contract Documents that the Work is and will
remain free from defects in materials or workmanship for and during the period of iwo (2) years
after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
Henderson Street Detour
City Project #: 00144
00 61 19 - 2
MAINTENANCE BOND
Page 2 of 3
Bond No. 6067177
1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the City of the need thereof at any time within the Maintenance
- 3 Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by City, to a completion
7 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
8 full force and effect.
9
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
i t noticed defective Work, it is agreed that the City may cause any and all such defective Work to
12 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
13 the Surety under this Maintenance bond; and
14
I S PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tanant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this ob]igation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH Henderson Street Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #: 00144
Revised July 1, 2011
00 61 19 - 3
MAINTENANCE BOND
Page 3 of 3
Bond No. 6067177
�
�
�
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the day of DE� 0 4 2012�
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ATTEST: .� �
�.
� nn• ,i� � L/(/j/1�
( rincipa�l) Secretary
ATTEST:
32 (Surety) Secretary
34 � �,�•� � ��,!' � _�; l"�; L � ,. j�'" _
35 Witness to Surety Elizabeth Gray ��
36 �
PRINCIPAL:
JLB CONTRACTING, LLC
BY: �����.�✓ � -/: -I- o ��-- -
�Signature
James G. Humphrey
Name a��ir,l�
CV
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
�-
�� �
, ,
BY: � � � ��' ' �%
I
Kvle W. Sweeney, Attornev-in-Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
38 from the by-laws showing that this person 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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201 I
Henderson Street Detour
City Project #: 00144
IMPORTANT NOTICE
To ob#ain in#ormation or make a complaint:
You may call Westfield Insurance Company's
and/or Ohio Farmers Insurance Company's
toll-free telephone number for information or to
make a complaint at:
1-800-368-3597
You may also write to Westfield insurance
Company and/or Ohio Farmers Insurance
Company at:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
_ 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:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(c�tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Shou(d you have a dispute concerning your
premium or about a claim you should
contact the agent or Westfield Insurance
Company and/or Ohio Farmers Insurance
Comapny first. If the dispute is not resolved,
you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY: This notice is for information only
and does not become a part or condition of
the attached document.
AVISO IMPORTANTE
Para obtener informaeion o para sometsr una
queja:
Usted puede Ilamar al numero de telefono gratis de
Westfield Insurance Company's / Ohio Farmers
Insurance Company's para informacion o para
someter una queja al:
1-800-368-3597
Usted tambien puede escribir a Westfield Insurance
Company / Ohio Farmers Insurance Company:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion acerca
de companias, coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(a�tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o
Westfield Insurance Company / Ohio Farmers
Insurance Company primero. Si no se resuelve la
disputa, puede entonces comunicarse con el
departamento (TDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adjunto.
. . . _ .
THIS P�WER OF ATTORNEY SUPERCEUES ANY PREVIOUS POWEK t3tAKinu � rna a�a�nt
POWER # AND ISSUED PRIOR TO 04/20/11, FOR ANY PERSON OR PERSONS NAMED BELOW.
General
Power
of Attorney
POWER NO. 4220052 06
Westfield Insurance Co.
Westfield National Insurance Co.
Ohio Farmers Insurance Co.
CERTIFIED COPY Westfield Center, Ohio
Know Aff Men by These Presents, That WESTFIE�D INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OH10
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a"Company" and coilectively as "Companies," duly
organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these
presents make, constitute and appoint
CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERAL�Y
of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact, with fuil power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver arry and ali bonds, recognizances, undertakings, or other instruments or contracts of
suretyshi p- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
GUARANTEE, OR BANK DEPOSITORY BONDS.
and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
sea! of the applicabie Company and duly attested by its Secretary, hereby ratifying a�d confirming all that the said Attorney(s)-in-Fact may do in
the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the
WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and ONIO FARMERS INSURANCE COMPANY:
"Be it Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall
be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for
and on behaif of the Compa�y subject to the foliowing provisions:
The Atiorney-in-Fact. may be given full power and authority for and in the name of and on behalf of the Compa�y, to execute, acknowledge and
deiiver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditionai or obligatory undertakings and any and ail
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney-i�-Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary."
"Be it Further Reso/ved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
power of attorney or any certificate relating thereto by facsimile, and any power of attorney or ce�tificate bearing facsimiie signatures or facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached "(Each adopted at a meeting
held on February 8, 2000).
!n Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS iNSURANCE
COMPANY have caused these presents to be signed by their Set�ior Executive and their corporate seais to be hereto affixed this 20th day of
APRII A_D., 2011 .
Corporate �. �s��.t,p'"`*�
Seals �rQ\`,,..«-�«,,C�,+��
�xed � �v� .w tpo:
_ �� 3�s��a��,
��'�........� �'f
State of Ohio -""""�
County of Medina ss.:
.'��Q:-��nNA� ��;5'G :
.p, ._9=
�:
�� SFit]l. :m=
?z! � �•�=
..*' ..•�•
�
j : 1�48 ; :
,- ,o_. -.
WESTFIE�D INSURANCE COMPANY
WESTFIELD NATIONAL INSURANCE COMPANY
OHIO FARMERS INSURANCE COMPANY
�� ` •
By:
Richard �. Kinnaird, Jr., National Surety Leader and
Senior Executive
On this 20th day of APRIL A.D., 2011 , before me personally came Richard L. Kinnaird, Jr. to me known, who, being by me duly
sworn, did depose and say, that he resides in Medina, Ohio; that he is Senior Executive of WESTFIE�D INSURANCE COMPANY, WESTFIELD
NATIONA� INSURANCE COMPANY and OH10 FARMERS INSURANCE COMPANY, the companies described in and which executed the above
instrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed
by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order.
Notarial . . � •
Seal c�\ A L S''*•,,
�xed .(p: - .
Q� ���i�l//% 9'`
2: :ii .r ,
• ^� . William J. Kahelin, A rney at Law, Notary Pub/ic
State of Ohio `:�1+� ��p My Commission Does Not Expire (Sec_ 147.03 Ohio Revised Code)
County of Medina ss.: ,, y S;-
: L..TE OF �.r
1, Frank A. Carrino, Secretary of WESTFIELD �NSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS
1NSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said
Companies, which is still in full force and effed; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are
- in full force a�d effect.
In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at 'v�ie �tfield Center, Ohio, this day of
t'a asu���
��v' ~.�~�F��
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/ i��`� � J` f Sernd
�.�-..:o �
Frank E'�. Carrino, Se.^,retary
BPOAC2 (combined) (06-02}
2.� �
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1— Definitions and Terminolo �"��"'��"��" l
gY .........................................................................................:
1.01 Defined Terms .................••---......................_..............................._......................_........--•--..............1
1.02 TerminologY ...............................................••---............---••---•---••---••---••---••---•---•----•----•---••--••--�•---••-
6
Article 2 — Preliminary Matters ......................................••---.................................................................._...........7
2.01 Copies of Documents .................................................••---.......--••---.......--••---•---••--••---••--••--.............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 Meetin � ' ""'"""""'��"��"��
8
g................................................................................... ...... .............
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 .......................................................................................
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 Environmental Condition at Site ..............................................................................14
Article 5— Bonds and Insurance .....................................................................................................................16
5.01 Licensed Sureties and Insurers ...................................................................................................16
5.02 Performance, Payment, and Maintenance Bonds .......................................................................16
5.03 Certificates of Insurance .............................................................................................................16
5.04 Contractor's Insurance ................................................................................................................18
5.05 Acceptance of Bonds and Insurance; Option to Replace ...........................................................19
Article 6 — Contractor's Responsibilities ........................................................................................................19
6.01 Supervision and Superintendence ...............................................................................................19
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
6.02 Labor; Working Hours .....................••----....---...---...---........----••----...----••---....----...
6.03 Services, Materials, and Equipment ..................................................................
6.04 Project Schedule ................••----...---........-----...---••----........---...---...---...---...----...-----
6.05 Substitutes and "Or-Equals"------------------------••----••----••----••---...----••----••---...-----...--
6.06 Concerning Subcontractars, Suppliers, and Others ...........................................
6.07 Wage Rates-----------------------------------------••---....---...---••----••---...---••---....---••----..._.._....
6.08 Patent Fees and Royalties ---••----...---••----...----••----•----••-----•----••----••------------------••---
6.09 Permits and Utilities_...----••----------------••---....---...---...---...---••---...---...---...----••----...._.
6.10 Laws and Regulations------------------••---...----••----...---........---.........---...._....----...----....
6.11 Taxes -------------------••----...----••---...----••---...----...---...---........----••----••----••----••----...----....
6.12 Use of Site and Other Areas ..----...---••-----••----••----------------••----••---...----••----••----......
6.13 Record Documents ........................................••---...---••----••---...---...---...---...-----......
6.14 Safety and Protection ----------------------••---....---••---...----••---...---.........---...---...----...-----
6.15 Safety Representative---...---••-----------------------------••----••---...---••----...---...---...---....-----
6.16 Hazard Communication Programs ------------------••---...---••----••---••----....---••----...-----..
6.17 Emergencies and/or Rectification .......................................................................
6.18 Submittals.----....---•• .......................••---...----...---...---...---••---....---...---••----••----...----....
6.19 Continuing the Work .......................................••----••---...---...---...---.........----...----...
6.20 Contractor's General Warranty and Guarantee ...................................................
621 Indemnification ----------------------------------------------------------••---...---...----...---••----....----.
6.22 Delegation of Professional Design Services .......................................................
6.23 Right to Audit ................................••---...----...---...----••---...---...---...---...---...----....----..
624 Nondiscrimination .............••----...---.........---....---...---........---...---..........---••----...-----..
Article 7- Other Work at the Site------------------••----••---...-----...---••---...---...---...----••----...---...----......
7.01 Related Work at Site ---•-• ...................................••----••---...---...---...----...---...----...-----
7.02 Coordination------------------------------••---....._...-----••---...---...---...---...---....---...---...----...----
Article 8 - City's Responsibilities ..........................................••---...---.........---...---.........-----...---•
S.OI Communications to Contractor ............................................................................
8.02 Furnish Data .......................................................................................••---...-----...--
8.03 Pay When Due ----------------------------------••----...----••----...---...---••----...----••----••----....----...
8.04 Lands and Easements; Reports and Tests .............................................................
8_OS Change Orders .......................•-•---...---...---......_.........---...---...---...---....---..........----...
8.06 Inspections, Tests, and Approvals ........................................................................
8.07 Limitations on City's Responsibilities .................................................................
8.08 Undisclosed Hazardous Environmental Condition ..............................................
8.09 Compliance with Safety Program.----••----...-----••------------------------------------••-----...-----•
Article 9- City's Observation Status During Construction .....................................................
9.01 City's Project Representative ----------------------------------••----...----...---...----...---...-----...--
9.02 Visits to Site..----•-•• ................••-•---...----...----...----...----••----••----...---....----••----....----...--
9.03 Authorized Variations in Work ............................................................................
9.04 Rejecting Defective Work ....................................................................................
9.05 Determinations for Work Performed ....................................................................
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
-------------------- 20
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--••--------------- 26
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Au�•ust 17, 2012
Article 10 - Changes in the Work; Claims; Extra Work ...............••---....._...---••---...---...---...._.........--••---...._.....38
10.01 Authorized Changes in the Work ...............................................................................................38
10.02 Unauthorized Changes in the Work ......................................................................••---................39
10.03 Execution of Change Orders ......................................................................................••---............ 39
10.04 Extra Work ..................................................................................................................................39
10.05 Notification to Suret 39
y ......................................................................................................••---.......
10.06 Contract Claims Process .............................................................................................................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 of Defects ..................................................................................................................••---.48
13.02 Access to Work ...........................................................................................................................48
13.03 Tests and Inspections ............................................................................................••---••---..._........48
13.04 Uncovering Work ..........................................................................................................••---.........49
13.05 City May Stop the Work ...................................................••---............................._.................._....49
13.06 Correction or Removal of Defective Work ................................................................................50
13.07 Correction Period ........................................................................................................................50
13.08 Acceptance ofDefective Work ....................................................................................••---••---••---51
13.09 City May Correct Defective Work .............................................................................................51
Article 14 - Payments to Contractor and Completion .................................................................................... 52
14_O1 Schedule of Values ......................................................................................................................52
14.02 Progress Payments ......................................................................................................................52
14.03 Contractor's Warranty of Title ................................................................................................... 54
14.04 Partial Utilization .........................••---...................._...._................................................._..............55
14.05 Final Inspection ...........................................................................................................................55
14.06 Final Acceptance ..................................................................................................•••--........._........55
14.07 Final Payment ..............................................................................................................................56
14.08 Final Completion Delayed and Partial Retainage Release .....................................:..................56
14.09 Waiver of Claims ......................•-•--...---........_....._....--•......._..............................._....._...._...._.........57
Article 15 - Suspension of Work and Termination ........................................................................................57
15.01 City May Suspend Work ...........................................................................••---..._....._...................57
15.02 City May Terminate for Cause .....................................................................................••---.........58
15.03 City May Terminate For Convenience .......................................................................................60
Article16 - Dispute Resolution ...................................................................................................................... 61
16.01 Methods and Procedures .............................................................................................................61
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August I7, 2012
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
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ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the sinb lar 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 graphic instruments issued prior to the opening of Bids which clarify,
correct, ar change the Bidding Requirements ar the proposed Contract Documents.
2. Agreement—The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3. Application foY 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 Safety and Health Administration.
5. AwaYd — Authorization by the City Council for the City to enter into an Agreement.
6. Bid—The offer or proposal of a Sidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder The individual ar entity who submits a Bid directly to City.
8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9_ Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Sid Form with any supplements.
10. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
11. Buzzsaw — City's on-line, electronic document management and collaboration system.
12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
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13. Change Order A document, which is prepared and approved by the City, which is signed
by Contractar 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 far 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 ar Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
19. Contract—The entire and integrated written document between the City and Contractor
conceming the Work. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, ar 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 Contractar 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 the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
23. Contractor The individual ar entity with whom City has entered into the Agreement.
24_ Cost of the Work—See Paragraph 11.01 of these General Conditions for definition_
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25. Damage Claims — A demand for money or services arising from the Project or Site from a
,_ third pariy, City or Contractor exclusive of a Contract Claim.
26. Day or day — A day, unless otherwise defined, sha11 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 appointed
representative, assistant, or agents.
30. Director of Transportation Public Works — The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
31. DirectoY of Water Department — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, ar 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. EngineeY The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra WoYk — 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.
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38. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Wark, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. General RequiYements—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 Reb lations—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, ar
personal property.
44. Major Item — An Item of wark 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 PYoceed—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. PYoject 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. Rea ZaY 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 Values—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
60. Site—Lands or areas indicated in the Contract Documents as being 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. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by attachment or, if not attached,
may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00)
of each Project.
62. Subcontractor—An individual or entity ha�ing 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 BiddeY 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. SupplementaYy 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. UndeYa ound 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 WoYking 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, ar 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 far a continuous period of not less than 7 hours between 7 a.m. and 6 p.m.
1.02 Terminolo�
A. The wards 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 TeYms 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 Wark. 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:
l. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
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 are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIMINARY 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 Time,- Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement.
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2_03 StaYting 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 Constr�uction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconst�uction 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 Contractar
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.
. • � �. 11 1 �
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� 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 ar 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 subparab aph 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
l. 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, Contractor, or any
of their subcontractars, 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 ar any duty or authority
to undertake responsibility inconsistent with the provisions of the Contract Documents.
3.03 RepoYting and Resolving Discrepancies
A. Reporting DiscYepancies:
1. 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 PerfoYmance 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:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govem over those shown in the
proposal.
3.04 Ainending and Supplementing Contract Documents
A_ The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work ar 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 Wark 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 Paragr-aph 6.18.C); ar
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractar and any Subcontractor or Supplier shall not:
l. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereo� prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions 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 terinination of the
Contract. Nothing herein sha11 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
wi11 be at the user's sole risk. If there is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting
from the use of software application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4— AVAILASILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability of Lands
A. City sha11 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 and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project
Schedule submitted by the Contractor in accordance with the Contract Documents must
consider any outstanding right-of-way, and/or easements.
2. The City has or anticip�tes removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, 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 Subsurf'ace and Physical Conditions
A. Reports and Drawings: The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B_ Limited Reliance by Contractor on Technical Data Authori�ed: 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 o�cers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings far 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" ar any such
other data, interpretations, opinions, or information.
4.03 DiffeYing Subsu�face or Physical Conditions
A. Notice: If Contractar 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 Contractar 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 sha11, 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 sha11 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:
l. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of 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 a11 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 oY Indicated:
l. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor sha11, 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 Contractar to proceed with the Work. City will provide
construction stakes ar other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarks for bridbewark. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes ar relocations_ Contractor shall report to City whenever any reference point or property
monument is lost or destroyed or requires relocation because of necessary changes in grades or
locations. The City shall be responsible for the replacement or relocation of reference points or
property monuments not carelessly ar 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, ar 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 EnviYonmental Condition at Site
A. RepoYts 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 ContractoY on Technical Data AuthoYized.• 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 far 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, ar 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 sha11
immediately: (i) secure or otherwise isolate such condition; (ii) stop a11 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 Wark
performed by City's own farces or others.
G. To the fullest extent permitted by Laws and Reb lations, ContYactor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or otheY dispute resolution costs) aYising out of or relating to a Hazardous
Environmental Condition created by Contractor or by anyone for whom ContractoY is
responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn� any
individual or entity 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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5.01 Licensed Su�eties 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 PeYfonnance, Payment, and Maintenance Bonds
A. Contractar shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successar 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 Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond_
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 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 5.01 and 5.02.C.
5.03 Certificates 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.
1. 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 sha11 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/ar approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in 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.
8. Unless otherwise stated, all required insurance sha11 be written on the "occurrence basis". If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance sha11
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 far 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, nar decrease the limits of said coverage unless such endarsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%_
10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
1l. Any deductible in excess of $5,000.00, far 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 Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
1aw 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 Wark 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 Contractar, 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 ar 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. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
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 sha11 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 ar maintain a11 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 tliereto 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 Contractar'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 priar 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:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday. '
6.03 Ser-vices, 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. Contractar 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 sha11 submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification Ol 32 16.
3_ Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjushnents 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 wi11 be required, it may be considered by City as an "or-equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 6.OS.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in 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 Wark:
1) there will be no increase in cost to the City ar 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 Contractar does
not qualify as an "or-equal" item under Paragraph 6.OS.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c_ Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use_ The application shall
comply with Section O 1 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 Wark 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, ar procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, ar 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.OS.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 Submittal for an "or-equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemn� and hold harmless City and anyone directly or indirectly errzployed by them fi�om and
against any and all claims, damages, losses and expenses (including attoYneys 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 ReimbuYse�nent: 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 Subcontr�actors, SupplieYs, 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 obj ection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish ar
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Parab aph 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 Diversiry Enterprise Ordinance Compliance: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MSE)(SBE) in the
procurement of goods and services on a contractual basis_ If the Contract Documents provide for
a MBE andlar SBE goal, Contractar is required to comply with the intent of the City's Business
Diversity Ordinance (as amended) by the following:
1. Contractor shall, upon request by the City, provide complete and accurate information
regarding actual wark 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. Contractar shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities perfonnilig 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 far 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 foY 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 warker 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 Ciry 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
detem�ivation 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 fmal determination of the
violation.
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D. Arbitr�ation 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, sha11 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 warker 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 Subcontractar 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 warker 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. ProgYess 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. SubcontYactor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require a11 of its Subcontractors 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 a11 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 Reb lations, Contractor shall indemn� and hold
harmless City, from and against all claims, costs, losses, and daTnages (including but not limited
to all fees and charges of engineeYs, architects, attorneys, and other pYofessionals and all couYt
oY arbitYation or otheY dispute resolution costs) arising out of or Yelating to any infi�ingement of
patent rights or copyYights 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 sha11 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 ar 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 far obtaining
clearances and coordinating with the appropriate regulatory agency. The City wi11 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 pe�mits and licenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions_ The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses.
6.10 Laws and Reb lations
A. Contractor shall give all notices required by and sha11 comply with a11 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 Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractar 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 State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sa1es Tax Division
Capitol Station
Austin, TX 78711; or
2. 1����T:!l���ra�l.�,v�������=.st��c.�x. aas/t�.������/�a��c��-��s/�3-���s.�����
6.12 Use of Site and Other AYeas
A. Limitation on Use of Site and Other AYeas:
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. PuYsuant to Parab aph 6.21, ContractoY shall indemnify and hold harmless City, fi�om and
against all claims, costs, losses, and damages arising out of or relating to any claim oY
action, legal or equitable, brought by any such owner oY occupant against City.
B. Removal of Debris DuYing Pe�formance of the WoYk.• During the progress of the Wark
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 ar to become due to the Contractor.
D_ Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Wark 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 a11 property
disturbed by the Work.
E. Loading Strccctures: Contractor sha11 not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses ar 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 a11 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 programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
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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 off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated far
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 ar property, ar to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 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 sha11 continue
until such time as all the Work is completed and City has accepted the Work.
6.15 Safety RepYesentative
Contractar 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/oY Rectification
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 wark ar 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 ar 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 far 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-0nly 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:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called far by the Contract
Documents) or to safety precautions ar 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 Wark and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's General Wan�anty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and wi11 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 Fina1 Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
5.02.B. The City wi11 give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and ag�ees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the work and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL
OR SOME OF THE DAMAGES SEING SOUGHT WERE CAUSED, IN WHOLE OR IN
PART BY ANY ACT OMISSION OR NEGLIGENCE OF THE CITY. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the
City, its officers, servants and employees, from and against any and all loss, damage or
destruction of property of the City, arising out of, or alleged to arise out of, the work and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS
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' 1 1 � �' '. � ;;
/ �+• �•� ,�' ! � 1. ;i �
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6.22 Delegation of Professional Design Sey-vices
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 ar 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 Contractar 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 Audit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractar 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.
S. 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 sha11 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 of the time copying is performed.
6.24 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended.• Contractor sha11 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. Contractar shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is perfonning other work with City's employees or other City
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 wark; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
G If the proper execution or results of any part of Contractor's Wark 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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7.02 CooYdination
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:
l. 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_
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8.01 Communications to ContYactoN
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 Contractar in accordance with Article 14.
8.04 Lands and Easements,- Repo�ts 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 explarations and tests of
subsurface conditions and drawings of physical conditions relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in preparing the Contract
Documents.
8.05 Change OYders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 Limitations on City's Responsibilities
A. The City sha11 not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 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 Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 6.14.
ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City's Project RepYesentative
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 res�onsibility in the Contract Documents including those set forth in Paragraph
8.07.
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9_03 Autho�ized Variations in Work
City's Project Representative may authorize minar variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City and also on Contractor, who shall perform the Work involved promptly.
9.04 Rejecting 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 foY Work PeYformed
Contractor will determine the actual quantities and classifcations of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on RequiYements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue 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.
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10.01 Authorized Changes in the Wo�k
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 Wark, 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 OYders
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.O1.A, (ii)
required because of acceptance of defective Wark 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 far Work actually performed.
10.04 Extra Work
A. Should a difference arise as to what does ar 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 of plans showing the actual installation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for a11 costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, unknown, foreseen or unfareseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not 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 Contract Claims PYocess
A_ City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City far decision. A decision by City shall be required as a
condition precedent to any exercise by Contractar 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 C1aim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event b ving rise thereto (unless the City
allows additional time for Contractor to submit additional ar more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01 _
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractar 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 ar 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 Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action ar deniaL
E. No Contract Claim for an adjustment in Contract Price or Contract Time wi11 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 a11 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 Wark 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:
1. Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees 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
Warking 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 Subcontractars far Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office; and temporary facilities at the Site, and hand tools not
owned by the warkers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractar 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:
l. 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.O1.A.1 or specifically covered by Paragraph 11.O1.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses 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 far 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. ContYactor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Wark, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C.
D. Docurnentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.O1.A and ll_Ol .B, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data.
11.02 Allowances
A. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such 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 Allowance: Contractor agrees that a contingency allowance, if any, is far the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual arnounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price WoYk
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 a11 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 quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of 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 Ouantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered wark 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 ar 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 fmal 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.
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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 Wark 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 12.01 _B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.0 l) plus a
Contractor's fee for overhead and profit (determined as provided in Paragraph 12.O1.C).
C. ContYactor'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. far costs incurred under Paragraphs 11.01_A.l, 11.O1.A.2. and 11.O1.A3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.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
Paragraphs 11.O1.A.1 and 11.O1.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
.- in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 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 wi11 be allowed for Extra Work or far 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 contractars 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 Contractar. 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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13 _O l 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
Contractar's safety procedures and programs so that they may comply therewith as applicable_
13.03 Tests and Inspections
A. Contractor shall b ve 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, ar 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 Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions_
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
D_ City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a"fail", "did not pass" or other
similar negative result, the Contractar sha11 be responsible for paying far 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 wi11 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 UncoveYing Work
A. If any Wark 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.
- S. 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, ar otherwise make available
for observation, inspection, or testing as City may require, that portion of the Wark in question,
fumishing all necessary labor, material, and equipment.
1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or other dispute resolution costs) arising out
of or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); or City shall be entitled to accept defective Work in
accordance with Paragraph 13.08 in which case Contractor shall sti11 be responsible for all
costs associated with exposing, observing, and testing the defective Work.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to
__ such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 City May Stop the Work
If the Wark is defective, or Contractar fails to supply sufficient skilled workers or suitable materials
ar 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 CorYection 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 ar 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 removai 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 warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Wark is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4_ satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected ar 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 correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
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 a11
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 Wark 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, correct, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work 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 a11 court or other dispute resolution
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costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13_09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Wark attributable to the exercise of City's rights and remedies under this
Paragraph 13_09.
., , ,, � � •., �� . �, � , �
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 Proo ess Payments
A. Applications for Payfnents:
1. Contractor is responsible for providing all information as required to become a vendar 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 Contractar 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, all 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
Wark 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:
l. 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 payrnent 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 exhaustive, 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 Wark 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 accardance 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 occurrence of any of the events enumerated in
Paragraphs 14.02.B.4_a through 14.02.B.4.e or Paragraph 15.02.A.
2_ If City refuses 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 incorparated 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 far 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:
L Contractar 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.
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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 far 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 a11 pending or released Damage Claims against City that Contractor believes are
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:
l. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is 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 Contractar'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 PaYtial 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 due 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 a11 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 WaiveY 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 wark under the Contract
Documents or any act or neglect of City related to or connected with the Contract_
ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION
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 a11ow construction to proceed is not
available within a reasonable period of time, Contractar 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 a11 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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15.02 City May TeYminate foY Cause
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business 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. Contractar'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 ar more of the events identified in Paragraph 15_OZA. 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 Wark. 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 Wark, 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 Wark as City may deem expedient.
3. Whether City or Surety completes the Wark, Contractar 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 incurred by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this Paragraph, City shall
not be required to obtain the lowest price for the Wark 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 ar for the price
paid therefor.
-- 5. City, notwithstanding the method used in completing the Contract, sha11 not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and 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
1aw.
C. Notwithstanding Paragraphs 15.02.B, Contractor's services wi11 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 wi11 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
Paragraph 5.02, the termination procedures of that bond sha11 not supersede the provisions of this
Article.
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15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effected by mailing a 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:
l. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2_ place no further arders 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 a11 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.
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D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted sha11 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):
l. 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 sha11 pay to the Contractar the amounts detei7nined. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other economic loss arising out of or
resulting from such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for
mediation sha11 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 Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.D sha11 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: A bwst 17, 2012
UU /L UU - 1
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.
_� _ �
17_O1 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 ar 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 Re�nedies
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 wananty 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 SPECIFCATION DOCUMENTS
Revision: August 17, 20L
,.. . . . UU /L UU _ l.
General Conditions
Page 63 of 63
17.04 SuYvival 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 Wark 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 SPECIFCATION DOCUMENTS
Revision: Aub•ust 17, 2012
00 73 00 - 1
SUPPLEMENTARY CONDITIONS
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SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITIONS
Supplementary Conditions
These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
modiiied or supplemented remain in full force and effect as so modified or supplemented. All provisions
of the General Conditions which are not so modified or supplemented remain in full force and effect.
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.
TxDOT Technical Specifications shall govern over City of Fort Worth Technical Specifications for all
pavin� drainaQe and earth moving activities within TxDOT Right of Way.
SC-4.OlA
Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
Upon receiving the fmal easements descriptions, Contractor shall compare them to the lines shown on the
Contract Drawings.
SG4.OlA1., "Availability of Lands"
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
October 12, 2012.
Outstanding Right-Of-Way, and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
Henderson Street Bazaar Sbg Bailey LLC Etal 12/30/12
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
No construction will be allowed on the Henderson Street Bazaar property until after January 1, 2013.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd Scptcmbcr 8, 2011
Hcndcrson Strect (S.H199) Dceour
City Projcct No. 00144
007300-2
SUPPLEMENTARY CONDITIONS
Pagc 2 of 6
1 If Contractor considers the fmal easements provided to differ materially from the representations on the
2 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
3 notify City in writing associated with the diffenng easement line locations.
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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
OWNER
UTILITY AND LOCATION
TARGET DATE OF
ADJUSTMENT
Atmos
Oncor
Oncor
Charter
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Gas
Electric — New poles at Bazaar and White Settlement
Electric — Removal in front of Bazaar
Cable
11/13/12
10/31/12
11/30/12
11/13/12
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 Report titled Preliminary Geotechnical lnvestigations, dated February 5, 2007, prepared by MasTek a
sub-consultant of Turner, Collie & Braden, Inc., a consultant of the City, providing additional information
on Henderson Geotechnical Investigations
A Report titled Central City Bridges, dated October 27, 2008, prepared by MasTek a sub-consultant of
Turner, Collie & Braden, Inc., a consultant of the City, providing additional information on Henderson
Geotechnical Investigations
A Report titled Supplementary Geotech Report, dated September 10, 2010, prepared by MasTek a sub-
consultant of Freese and Nichols, Inc., a consultant of the City, providing additional information on
Henderson Geotechnicallnvestigations
A Report titled Supplementary Study, dated September 22, 2010, prepared by MasTek a sub-consultant of
Freese and Nichols, Inc., a consultant of the City, providing additional information on Henderson
Geotechnical Investigations
A Report titled Supplemental Geotech Comments, dated October 26, 2010, prepared by MasTek a sub-
consultant of Freese and Nichols, Inc., a consultant of the City, providing additional information on
Henderson Geotechnicallnvestigations
A Report titled Supplementary Investigations, dated October 6, 2011, prepared by MasTek a sub-consultant
of Freese and Nichols, lnc., a consuitant of the City, providing additional information on Henderson
Geotechnical Investigations
The foilowing are drawings of physical conditions in or relating to existing surface and subsurface
structures (except Underground Facilities) which are at or contiguous to the site of the Work:
None
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd Scptcmbcr 3, 20ll
Hcndcrson Strcct(S.H.199) Dctour
City Projcct No. 00144
007300-3
SUPPLEMENTARY CONDITIONS
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SC-4.06A., "Hazardous Environmental Conditions at Site"
The following are reports and drawings of existing hazardous environmental conditions known to the City:
Contaminated Soil Investigations (October 28, 2009)
Environmental Testing of Borings (September 9, 2011)
SG5.03A., "Certificates of Insurance"
The entities listed below are "additional insureds as their interest may appear" including their respective
officers, directors, agents and employees.
(1) City
(2) Consultant: None
(3) Other: None
SG5.04A., "Contractor's Insurance"
The limits of liability for the insurance required by Paragraph GG5.04 shall provide the following
coverages for not less than the following amounts or greater where required by laws and regulations:
5.04A. Workers' Compensation, under Paragraph GC-5.04A.
StQl?d10f"V 1Z3i2ZtS
Ernplol�er`s licrbiliiy
.$1(1f),0�10 eczcl�i acciv'efzt/occcrr-r-ei�ce
�'IO(1,f1O0 Di�ec�se - �ac1z e�r�7�lovee
$5�0,�00 Disease -�olic•}> Iif7ait
SG5.04B., "Contractor's Insurance"
5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability lnsurance
under Paragraph GG5.04B., which shall be on a per project basis covering the Contractar with
minimum limits of
,�1.000,00L) eac17 occz��•r-efzce
�Z.OQ0,0�0 cx��r-e�ate liiyait
The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the
General Aggregate Limits apply separately to each job site.
The Commercial Generai 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 Paragraph 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 shail provide coverage on "Any Auto",
defined as autos owned, hired and non-owned.
,�1, 000, �00 each accident on a combined single limit basis. Split limits are acceptable if limits are at
least:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcvised Septcmbcr 8, 20ll
Hcndcrson Strcet (S.H.199) Dctour
City Projcct No. 00144
007300-4
SUPPLEMENTARY CONDITIONS
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,�25(l. f)O� r3ou�ilv Itz,iaai y pe-r• pe�-sott %
.`;�J(1t�,ti()�� L'ou'ily�lPajzryy��ea•�a�cic�'etri;'
SI (lf),C1�)'� I'��t��eF•n- L7cr,arcrge�
SG5.04D., "Contractor's Insurance"
The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
material deliveries to cross railroad properties and tracks owned and operated by Fort Worth and Western
Railroad.
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 properiy. Such operations on railroad properties may require that Contractor to execute a"Right of
Entry Ab eemenY' with the particular railroad company or companies involved, and to this end the
Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate
to the Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
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 properiy:
(1) General Aggregate:
(2) Each Occurrence:
$C't�szfit-;72 Litriits 1ti-ifh IZcril�-�acl
�'C:otzfiT�rn Li�zits i.riih Re�ilroa�
With respect to the above outlined insurance requirements, the following shall govern:
1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in
the name of the railroad company. However, if more than one b ade separation or at-b ade
crossing is affected by the Project at entirely separate locations on the line or lines of the same
railroad company, separate coverage may be required, each in the amount stated above.
2. Where more than one railroad company is operating on the same nght-of-way or where several
railroad companies are involved and operated on their own separate nghts-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 grade separation or an at-grade crossing, other work or activity is proposed on a
railroad company's nght-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 b ade
separation.
4. If no grade separation is involved but other work is proposed on a railroad company's nght-of-
way, all such other work may be covered in a single policy for that railroad, even though the work
may be at two or more separate locations.
No work or activities on a railroad company's property to be performed by the Contractor shall be
commenced until the Contractor has furnished the City with an original policy or policies of the insurance
for each railroad company named, as required above. All such insurance must be approved by the City and
each affected Railroad Company prior to the Contractor's beginning work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd Scptcmbcr 8, 2011
Hcndcrson Strcct (S.H.199) Detour
City Projcct No. 00144
007300-5
SUPPLEMENTARY CONDITIONS
Pagc 5 of 6
1 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way
2 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition,
3 insurance must be carried dunng all maintenance and/or repair work performed in the railroad right-of-way.
4 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the
5 railroad company operating over tracks involved in the Project.
6
7 SC-6.04., "Project Schedule"
8
9 Project schedule shall be tier 3 for the project.
10
ll SC-6.07., "Wage Rates"
12
13 The foliowing is the prevailing wage rate table(s) applicable to this project and is provided in the
14 Appendixes:
15 Highway Construction Wage Rate
16
17 SC-6.09., "Permits and Utilities"
18
19 SC-6.09A., "Contractor obtained permits and licenses"
20 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
21 None
22
23 SC-6.09B. "City obtained permits and licenses"
24 The following are known permits and/or licenses required by the Contract to be acquired by the City:
25 1. TxDOT access permit
26 ?. Railroad permit
27
28 SG6.09C. "Outstanding permits and licenses"
29
30 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of October 12,
31 2012.
32
33 Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
TXDOT Access ll/13/12
FWWR Access ll/13/12
34
35 SC-7.02., "Coordination"
36
37 The individuals or entities listed below have contracts with the City for the performance of other work at
38 the Site:
39
Vendor Sco e of Work Coordination Authori
Not yet selected Drill concrete foundations for City
si al
Not et selected Install as line Cit
Not et selected Install water line Ci
Not et selected Install electrical wires Ci
FWWR Railroad Crossin Ci
40
41
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd Scptcmbcr 3, 201 I
Hcnderson Strcct (S.H.199) Detour
City Project No. 00144
007300-6
SUPPLEMENTARY CONDITIONS
Pagc 6 of 6
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SC-S.Ol, "Communications to Contractor"
The Contractor shall permit contractors performing work stated in SC-7.02 Coordination to operate within
the construction limits. The Contractor is responsible for maintaining SWPPP within the full limits of the
project to include the areas of the project where the contractors stated in SC-7.02 will operate.
The Contractor shall refer to the Railroad Crossing eachibit in the construction plans for clanfication on the
work to be performed under this contract and work to be performed by others at the FWWR crossing.
SC-9.01., "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"
None
SC-16.O1C.1, "Methods and Procedures"
N one
25 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd Septcmber 3, 301 I
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
�..� �_
-�r�'�'�" -- -
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4
r-�r-�
�i� �y��ir�
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C
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Division O1
General Requirements
C- , . _ . ._ , _. , __ ._
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� ,: - - . - � � � :�. ; . . .
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C
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011100-1
SUMMARY OF WORK
Pagc 1 of 3
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2
3 PARTl- GENERAL
4 l.l SUMMARY
SECTION Ol 11 00
SUMMARY OF WORK
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
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 td'
10 l. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
ll 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. 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 Hcndcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcvised July 1, 20ll
O1 11 00-2
SUMMARY OF WORK
Pa�c 2 of 3
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be desib ated 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 raiiroad requirements set forth in
7 Division 0 as weli 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 properly.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
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equipment.
Fence
a. Restore all fences encountered and removed during construction of the Project
to the originai or a better than originai 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 ali 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 Hcndcrson Strcct (S.H199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUM6NTS City Project No. 00144
Rcvised July 1, 2011
O1 11 00-3
SUMMARY OF WORK
Pagc 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 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH Hcndcrson Strcct (S.H199) Dctour
STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS City Projcct No. 00144
Rcvised July 1, 2011
012500-I
SUBSTITUTION PROCEDURES
Pagc 1 of 4
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SECTION O1 25 00
SUBSTITUTION PROCEDURES
l.l SUMMARY
A. Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or-equals".
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. 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. 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 vendar'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 Hendcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECtFICATION DOCUMENTS City Projcct No. 00144
Rcviscd July 1, 2011
o� as oo -?
SUBSTITUTION PROCEDURES
Pagc 2 of 4
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b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUSMITTALS
3 A. See Request for Substitution Form (attached)
4 B. Procedure for Requesting Substitution
5 l. Substitution shall be considered only:
6 a. After award of Contract
7 b. Under the conditions stated herein
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2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance ofproposed 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 cleariy 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) Productexperience
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
42 l. Written approval or rejection of substitution given by the City
43 2. City reserves the right to require proposed product to comply with color and pattern
44 of specified product if necessary to secure design intent.
45 3. In the event the substitution is approved, the resulting cost and/or time reduction
46 will be documented by Change Order in accordance with the General Conditions.
CITY OF FORT WORTH Hcndcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Revised July l, 20ll
Ol 25 00 - 3
SUBSTITUTION PROCEDURES
Pa�c 3 of 4
1 4. No additional contract time will be given for substitution.
2 5. Substitution wili be rejected if:
3 a. Submittai is not through the Contractor with his stamp of approval
4 b. Request is not made in accordance with this Specification Section
5 c. In the City's opinion, acceptance will require substantial revision of the original
6 design
7 d. In the City's opinion, substitution will not perform adequately the function
8 consistent with the design intent
9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE
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 far product specified
19 3. Will 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 WARRANTY [NOT USED]
27 PART 2- PRODUCTS [NOT USED]
28 PART 3- EXECUTION [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
Hcndcrson Strect (S.H.199) Dctour
City Projcct No. 00144
O 1 25 00 - 4
SUBSTITUTION PROCEDURES
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. � : .
.
I' � �; ' . � � '
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersib ed 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 undersib ed 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
Rejected
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd July 1, 2011
Hcnderson Strcet (S.H.199) Detour
City Projcct No. 00144
013119-1
PRECONSTRUCTION MEETING
Pagc 1 of 3
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SECTION Ol 31 19
PRECONSTRUCTION MEETING
l.l SUMMARY
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
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. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the execution of the
Agreement and before Work is started.
a. The meeting will be 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 shall 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
CITY OF FORT WORTH Hcndcrson Strcct (S.H199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcviscd August 17, 2012
01 31 19-2
PRECONSTRUCTION MEETING
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e. Other City representatives
f. Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section Ol 32 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting.
5. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of nght-of-way, utility ciearances, easements or other pertinent permits
d. Contractar's work plan and schedule
e. Contract Time
£ 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 or MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 20l Z
Hcnderson Strcct (S.H.199) Dctour
City Projcct No. 00144
O1 31 19 - 3
PRECONSTRUCTION MEETING
Pagc 3 of 3
1 1.5 SUSMITTALS [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 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11
12
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcvised August 17, 2012
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
013120-1
PROJECT MEETINGS
Pagc 1 of 3
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SECTION Ol 31 20
PROJECT MEETINGS
3 PART1- GENERAL
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1.1 SUMMARY
A. Section Includes:
1. Provisions for project meetings throughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Schedule, attend and administer as specified, periodic prob ess meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meetings administered by City may be tape recorded.
a. If recarded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetings, in addition to those specified in this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meeting
1. After the execution of the Agreement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected schedule, including construction start date
b. Answer any construction related questions
2. Meeting Location
a. Location of ineeting to be determined by the City.
3. Attendees
a. Contractor
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Hcnderson Strcct (S.H199) Dctour
City Projcct No. 00144
01 31 30 - 2
PROJECT MEETINGS
Pagc 2 of 3
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7 C. Progress Meetings
8 1. Formal project coordination meetings will be held periodically. Meetings will be
9 scheduled and administered by Project Representative.
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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 wili construction be allowed to begin until this meeting is held.
Additional prob ess 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
The Project Representative will preside at prob ess 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.
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 of the Project
n. Review Record Documents
o. Review monthly pay request
p. Review status of Requests for Information
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Reviscd July 1, 2011
Henderson Strcct (S.H.199) Dctour
City Project No. 00144
O1 31 20 - 3
PROJECT MEETINGS
Pa�c 3 of 3
1 6. Meeting Schedule
2 a. Progress meetings will be held periodically as determined by the Project
3 Representative.
4 1) Additional meetings may be held at the request of the:
5 a) City
6 b) Engineer
7 c) Contractor
8 7. Meeting Location
9 a. The City will establish a meeting location.
10 1) To the extent practicable, meetings will be held at the Site.
11 1.5 SUBMITTALS [NOT USED]
12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
13 1.7 CLOSEOUT SUBMITTALS [NOT USED]
14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
15 1.9 QUALITY ASSURANCE [NOT USED]
16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
17 l.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARRANTY [NOT USED]
19 PART 2- PRODUCTS [NOT USED]
20 PART 3- EXECUTION (NOT USED]
21
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
23
CITY OF FORT WORTH Hendcrson Strcct (S.H.199) DcCour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Reviscd July l, 2011
013216-1
CONSTRUCTION PROGRGSS SCHEDULE
Pagc 1 of 5
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4 l.l SUMMARY
SECTION O1 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
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
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A. Definitions
l. Schedule Tiers
a. Tier 1- No schedule submittal required by contract. Small, brief duration
proj ects
b. Tier 2- No schedule submittal required by contract, but will require some
milestone dates. Small, brief duration projects
c. Tier 3- Schedule submittal required by contract as described in the
Specification and herein. Majority of City 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 Sehedule - Initial schedule submitted before work begins that will serve
as the baseline for measuring prob ess and departures from the schedule.
3. Progress Schedule - Monthly submittal of a progress schedule documenting
prob ess on the project and any changes anticipated.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd July 1, 2011
Hcndcrson Strcct (S.H.199) DcYour
City Projcct No. 00144
Ol 32 16-2
CONSTRUCTION PROGRESS SCHEDULE
Pagc 2 of 5
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4. Schedule Narrafive - Concise narrative of the schedule including schedule
changes, expected delays, key schedule issues, criticai path items, etc
B. Reference Standards
4 1. City of Fort Worth Schedule Guidance Document
5 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Baseline Schedule
1. General
a. Prepare a cost-loaded baseline Schedule using approved software and the
Critical Path Method (CPM) as required in the City of Fort Worth Schedule
Guidance Document.
b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
understanding of the work to be performed and known issues and constraints
related to the schedule.
c. Designate an authorized representative (Project Scheduler) responsibie for
developing and updating the schedule and preparing reports.
16 B. Progress Schedule
17 1. Update the progress Schedule monthly as required in the City of Fort Worth
18 Schedule Guidance Document.
19 Z. Prepare the Schedule Narrative to accompany the monthly proa ess Schedule.
20 3. Change Orders
21 a. Incorparate 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
27 date will not be met, or when so directed by the City, make some or all of the
28 following actions at no additional cost to the City
29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
30 outlining:
31 1) A written statement of the steps intended to take to remove or arrest the
32 delay to the critical path in the approved schedule
33 2) Inerease 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 maximum practical concurrency of
40 accomplishment of activities, and comply with the revised schedule
41 2. If no written statement of the steps intended to take is submitted when so requested
42 by the City, the City may direct the 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 wili be considered.
CITY OF FORT WORTH Hcndcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcviscd July 1, 2011
013216-3
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
relevant to 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 ar 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 finish date
of a chain of activities on the Baseline Schedule.
a. Float or slack time is not far 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
Rcviscd July 1, 2011
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
013216-4
CONSTRUCTION PROGRESS SCHEDULE
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E. Coordinating Schedule with Other Contract Schedules
c. Acknowledge and agree that actual delays, affecting paths of activities
containing float time, wiil not have any effect upon contract completion times,
providing that the actual delay does not exceed the float time associated with
those activities.
1. Where work is to be performed under this Contract concurrently with or contingent
upon work performed on the same facilities or area under other contracts, the
Baseline 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 finai.
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
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2.
Submit Schedule in native file format and pdf format as required in the City of Fort
Worth Schedule Guidance Document.
a. Native file format includes:
1) Primavera (P6 or Primavera Contractor)
Submit draft baseline Schedule to City prior to the pre-construction meeting and
bring in hard copy to the meeting for review and discussion.
26 B. Progress Schedule
27 1. Submit progress Schedule in native file format and pdf format as required in the
28 City of Fort Worth Schedule Guidance Document.
29 2. Submit progress Schedule monthly no later than the last day of the month.
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C. Schedule Narrative
1
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Submit the schedule narrative in pdf format as required in the City of Fort Worth
Schedule Guidance Document.
Submit schedule narrative monthly no later than the last day of the month.
34 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 Hcndcrson Strcct (S.H199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00144
Rcvised July 1, 3011
013216-5
CONSTRUCTION PROGRESS SCHEDULE
Pagc 5 of 5
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUSMITTALS [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 preparati.on 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 a11 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 l.11 FIELD [SITE] CONDITIONS [NOT USED]
13 1.12 WARRANTY [NOT USED]
14 PART 2- PRODUCTS [NOT USED]
15 PART 3- EXECUTION [NOT USED)
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
18
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd July 1, 2011
Hcndcrson Strect (S.H.199) Dctour
City Projcct No. 00144
013233-1
PRGCONSTRUCTION VIDEO
Pagc t of 2
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SECTION O1 32 33
PRECONSTRUCTION VIDEO
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative and procedural requirements for:
7 a. Preconstruction Videos
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1— General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Preconstruction Video
20 1. Produce a preconstruction video of the site/alignment, including all areas in the
21 vicinity of and to be affected by construction.
22 a. Provide digital copy of video upon request by the City.
23 2. Retain a copy of the preconstruction video until the end of the maintenance surety
24 period.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
31 1.11 FIELD [SITE] CONDITIONS [NOT USED]
32 1.12 WARRANTY [NOT USED]
33 PART 2- PRODUCTS [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd July 1, 201 l
Hcnderson Strcct (S.H.199) Dctour
City Projcct No. 00144
01 32 33 - 2
PRECONSTRUCTION VIDEO
Pa�c 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Hcndcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcviscd July I, 2011
013300-1
SUBMITTALS
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SECTION Ol 33 00
SUBMITTALS
PART1- GENERAL
1.1 SUMMARY
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
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 USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, ar 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 Hcnderson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcvised July 1, 2011
01 33 00 - 2
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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 ar samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the appiicable 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 typicai
submittal number would be as follows:
1 1 11 1: :
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
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
Z. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) `By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 Y� inches x 11 inches to 8'/� inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Reviscd July l, 2011
Hendcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
013300-3
SUBMITTALS
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2. The Project title and number
3. Contractor identifcation
4. The names o£
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identifcation by highlighting of revisions on resubmittals
1 l. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwark manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. 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
Rcvised July 1, 2011
Hendcrson Strcct (S.H199) Dctour
City Projcct No. 00144
01 33 00 - 4
SUBMITTALS
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7) Standard wiring diagrams
8) Printed performance curves and operational-range diab ams
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) Compiete 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, sampie or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approvai of such item.
20 1. Fabrication performed, materiais 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 Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to desib ated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of 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 Hendcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcviscd July 1, 2011
O1 33 00 - 5
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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
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The 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.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City fnds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
perFormance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcvised July 1, 2011
Hcndcrson Strcct (S.H.199) Dctour
City Project No. 00144
013300-6
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C
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1) "EXCEPTIONS NOTED". This code is assib ed 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.
Code 3
1) "EXCEPTIONS 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 15 calendar days of the
date of the City's transmittal requiring the resubmittal.
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 wili be reviewed no mare 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, wili 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 wiil 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 incompiete.
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 SPECIF[CATION DOCUM�NTS
RcvisedJuly 1, 3011
Hcndcrson Strcct (S.H199) Dctour
City Projcct No. 00144
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013300-7
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9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 calendar days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Wark or when directed.
M. Qualifications
1. If specificaliy required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
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. Preiix with "RFI" followed by series number, "-�x", beginning with "Ol" 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd July l, 2011
Hcndcrson Strcct (S.H.199) Dctour
City Projccf No. 00144
ol �s oo- s
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1 l.s SUBMIZ'Z'l�l.s [No7' USED]
2 1.6 ACTION SUBMITTALS/INFO TIONAL 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]
8 112 WARRANTY [NOT USED]
• '. ' ' ',' � 1 � 1
10 PART 3- EXECUTION [NOT USED]
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1 � •
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH Hcnderson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcviscd July I, 2011
013513-1
SPECIALPROJECTPROCEDURES
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SECTION 0135 13
SPECIAL PROJECT PROCEDURES
3 PART1- GENERAL
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l.l SUMMARY
A. Section Inciudes:
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 Enb neers
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
l. 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/or from the
construction of the Project.
2. Railroad Flagmen
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised [lnsert Revision Datc]
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
Ol 35 13 - 2
SPECIAL PROJECT PROCEDURES
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a. Measurement
1) Measurement for this Item will be per working day.
b. Payment
1) The work performed and materiais 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 13 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 REQUIREMENTS
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 (TxDOT):
a. Notify the Texas Department of Transportation prior to commencing any work
therein in accordance with the provisions of the permit
b. All work performed in the TxDOT right-of-way shall be performed in
compliance with and subject to approvai from the Texas Department of
Transportation
B. Work near High Voltage Lines
1
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3.
Waming sign
a. Provide sign of sufficient size meeting all OSHA requirements.
Equipment operating within 10 feet of hi�h voltage lines will require the foliowing
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
Work within 6 feet of high voltage electric lines
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
b. Coordination with power company
1) After notification coordinate with the power company to:
CITY OF FORT WORTH Hendcrson Strcct (S.H199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcviscd [Inscrt Revision Datc]
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
l. 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
l. 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. i£
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 (LTLSD), diesel emulsions, or
alternative fueis such as CNG.
E. Use of Explosives, Drop Weight, Etc.
1. When Contract Documents permit on the project the following will apply:
a. Public Notification
1) Submit notice to City and proof of adequate insurance coverage, 24 hours
prior to commencing.
2) Minimum 24 hour public notification in accordance with Section O1 31 13
F. Water Department Coordination
l. 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
Rcviscd [Inscrt Revision Datc]
Hendcrson Strcct (S.H.199) Detour
City Projcct No. 00144
013513-4
SPECIAL PROJECT PROCEDURES
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b. If needed, obtain a hydrant water meter from the Water Department for use
during the life of named project.
c. In the event that a water valve on an existing live system be turned off and on
to accommodate the construction of the project is required, coordinate this
activity through the appropriate City representative.
1) Do not operate water line valves of existing water system.
a) Failure to comply will render the Contractor in violation of Texas Penal
Code Title 7, Chapter 28.03 (Criminal Mischie fl and the Contractor
will be prosecuted to the full extent of the law.
b) In addition, the Contractor will assume all liabilities and
responsibilities as a result of these actions.
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 inciude 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 Exhibit
A.
3) Submit schedule .showing the construction start and finish time for each
block of the project to the inspector.
4) Deliver flyer to the City Inspector for review prior to distribution.
b. No construction will be allowed to begin on any block until the flyer is
delivered to all residents of the block.
H. Public Notification of Temporary Water Service Interruption during Construction
1
2.
In the event it becomes necessary to temporarily shut down water service to
residents or businesses during construction, prepare and deliver a notice ar flyer of
the pending interruption to the front door of each affected resident.
Prepared notice as follows:
a. The notification or flyer shall be posted 24 hours prior to the temporary
interruption.
b. Prepare flyer on the contractor's letterhead and include the following
information:
1) Name of the project
2) City Project Number
3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the contractor's foreman and phone number
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised [Inscrt Rcvision Datc]
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
013513-5
SPECIAL PROJECT PROCEDURES
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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.
L Coordination with United States Army Corps of Engineers (USACE)
1. At locations in the Project where construction activities occur in areas where
USACE permits are required, meet all requirements set forth in each designated
permit.
J. Coordination within Railroad Permit Areas
l. 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 property of the
Railroad Company from damage arising out of and/or from the construction of
the project. Proper utility clearance procedures shall be used in accardance
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.
K. Dust Control
1. Use acceptable measures to control dust at the Site.
a. If water is used to control dust, capture and properly dispose of waste water.
b. If wet saw cutting is performed, capture and properly dispose of slurry.
L. Employee Parking
1. Provide parking for employees at locations approved by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcvised [Inscrt Revision Datc]
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
013513-6
SPECIAL PROJECT PROCEDURES
Pa�c 6 of 8
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUSMITTALS [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 IIANDLING [NOT USED]
7 l.11 FIELD [SITE] CONDITIONS [NOT USEI)]
8 1.12 WARRANTY [NOT USED]
. , , • , � ,. � 1 � 1;,
10 PART 3- EXECUTION [NOT USED]
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
July 2011
13
CITY OF FORT WORTH Hcndcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Revised [Inscrt Rcvision Datc]
01 35 13 - 7
SPECIALPROJECTPROCEDURES
Pagc 7 of 3
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6 Date:
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S CPN No.:
9 Project Name:
l0 Mapsco Location:
l i Limits of Construction:
12
13
EXHIBIT A
(To be printed on Contractor's Letterhead)
14
15
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17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
20
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:
26
27
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
CITY OF FORT WORTH Hcndcrson Strect (S.H.199) Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcvised [Inscrt Revision Date]
O1 35 13 - 8
SPECIALPROJECTPROCEDURES
Pagc 8 of S
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��:/i�'i�:�Y�ij
, � / •
Date:
. • •
• • •
•
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHSORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ASOUT THIS SHUT-OUT, PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
CONTRACTOR
3
n
�
CITY OF FORT WORTH Hcndcrson Strcct (S.H199) Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Reviscd [Insert Revision Datc]
014523-1
TESTING AND INSPECTION SERVICES
Pagc 1 of 2
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SECTION O1 45 23
TESTING AND INSPECTION SERVICES
3 PART1- GENERAL
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1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
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.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until ali required payments
for testing by Contractar have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised July 1, 2011
Hcndcrson Street (S.H199) Dctour
City Project No. OO144
014523-2
TESTING AND 1NSPECTION SERVICES
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2) Upload test reports to desib ated 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
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractar from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFO TIONAL SUBMITTALS [NOT ITSED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
l.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 W TY [NOT USED]
26 PART 2- PRODUCTS [NOT USED]
27 PART 3- EXECUTION [NOT USED]
?g
29
1 � �
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH Henderson Strcet (S.H.199) Detow
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. OO144
Rcviscd July 1, 2011
O1 50 00 - 1
TEMPORARY FACILITIES AND CONTROLS
Pagc 1 of 4
1
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SECTION O1 50 00
TEMPORARY FACILITIES AND CONTROLS
3 PARTl- GENERAL
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l.l SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE 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 Wark 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 Hcnderson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Revised July 1, 2011
015000-2
TEMPORARY FACILITIES AND CONTROLS
Pagc 2 of 4
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d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, ar 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 personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
Provide and maintain sanitary facilities for persons on Site.
a. Comply with reb lations of State and local deparhnents of heaith.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be ailowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or heaith
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 b ound level for materials and equipment susceptibie 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 perrnit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and b ade 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 Hcndcrson Strcet (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00144
Rcviscd July l, 201 I
015000-3
TEMPORARY FACILITIES AND CONTROLS
Pagc 3 of 4
1 1. Contractar is responsible for maintaining dust control through the duration of the
2 proj ect.
3 a. Contractor remains on-call at all times
4 b. Must respond in a timely manner
5 F. Temporary Protection of Construction
6 1. Contractor ar subcontractors are responsible for protecting Work from damage due
7 to weather.
8 1.5 SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
i i 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY, STORAGE, AND �IANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY (NOT USED]
16 PART 2- PRODUCTS [NOT USED]
17 PART 3- EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 L 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 Hcndcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
� � � � � Rcviscd July 1, 2011
O15000-4
TEMPORARY FACILITIES AND CONTROLS
Pagc 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]
4 313 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Hcnderson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Reviscd July I, 2011
Ol 55 26 - 1
STREET USE PERMIT AND MODIFICATIONS TO TRAPFIC CONTROL
Pagc 1 of 3
1
2
SECTION O1 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1- GENERAL
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1.1 SUMMARY
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— General Requirements
3. Section 34 71 13 — Traffic Control
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
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. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
l. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Warks Department.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
RcviscdJuly 1, 2011
Hcndcrson Strect(S.H.199) Dctour
City Projcct No. 00144
ot ss26-2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Pagc 2 of 3
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1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C
0
Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Deparhnent Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
Removal of Street Sib
l. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Warks Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory sib s, replace permanent sib with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffc Control
Devices (MUTCD).
2. Install temporary sib before the removal of permanent sib .
3. When construction is compiete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sib .
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 SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32
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l.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
� ,. � �'•�1 � l
35 PART 3- EXECUTION [NOT USED]
36
END OF SECTION
CITY OF FORT WORTH Hendcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00144
Rcviscd July 1, 2011
O1 55 26 - 3
STREGT USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Pagc 3 of 3
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Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
Hcndcrson Strcct(S.H.199) Dctour
City Projcct No. 00144
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015713-1
STORM WATER POLLUTION PREVENTION
Paac 1 of 3
SECTION O1 5713
STORM WATER POLLUTION PREVENTION
PARTl- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 31 25 00 — Erosion and Sediment Control
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 cunent reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd July 1, 20ll
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
01 57 13 - 2
STORM WATER POLLUTION PREVENTION
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B. Construction Activities resulting in:
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 Pubiic 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 City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 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
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A. SWPPP
1. 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 Department of
Transportation and Public Warks, Environmental Division for review
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcvised July 1, 2011
Hcndcrson Strcet (S.H199) Dctour
Ciry Projcct No. 00144
01 57 13 - 3
STORM WATER POLLUTION PREVENTION
Pagc 3 of 3
i B. Modified SWPPP
2 1. 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 SUSMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 L10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2- PRODUCTS [NOT USED]
12 PART 3- EXECUTION [NOT USED]
13
14
END OF SECTION
Revision Log
DATE NAME SUMMA.RY OF CHANGE
15
CITY OF RORT WORTH Hcndcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Revised July 1, 20l 1
015813-1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
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SECTION Ol 58 13
TEMPORARY PROJECT SIGNAGE
3 PARTl- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Temporary Proj ect Signage Requirements
7 B. Deviations from this City of Fort Worth Standard Specification
8 Modified EQUIPMENT, PRODUCT TYPES, and MATERIALS
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 [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 SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
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 [oa] OWNER-SUPPLIEDPRODUCTS [NOT USED]
28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
30 1. Provide 3 free standing Project Designation Sib in accordance with City's
31 Standard Details for project signs.
CITY OF FORT WORTH Henderson Street (S.H.199) Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00144
Revised July 1, 2011
01 58 13 - 2
TEMPORARY PROJECT SIGNAGE
Pa�e 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 31 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 ofproject.
13 2. Relocate sign as needed, upon request of the City.
14 B. Mounting options
15 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 [oa] 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]
25 312 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
31
) � �
CITY OF FORT WORTH Henderson Street (S.H.199) Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00144
Revised July 1, 2011
015813-3
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, 2011
Henderson Street (S.H.199) Detour
City Project No. 00144
O1 66 00 - 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Pagc 1 of 4
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SECTION Ol 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh 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 ASSURANCE [NOT USED]
110 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 of time on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd July 1, 20ll
Hendcrson Strcct(S.H.199) Dctour
City Projcct No. 00144
01 66 00 - 2
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Pa�c 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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3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City's Project Representative.
5. Provide off-site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City's Project Representative.
6. Do not use lawns, b ass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
:
9.
10
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers desib ed and constructed to protect the contents from physicai 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 generai public
and maintain at least 3 feet from fire hydrant.
Keep public and private driveways and street crossings open.
Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City's Project Representative.
a. Totallength which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City's
Project Representative.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Hcndcrson Strcct(S.H.199) Dctour
City Projcct No. 00144
016600-3
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Pagc 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 [oR] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
14 B. Non-Conforming Work
15 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 STAIZTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products ar 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
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Hcndcrson Strcct(S.H.199) Dctour
City Projcct No. 00144
O1 6600-4
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Pagc 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Hendcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcvised July l, 201 I
o��000-i
MOBILIZATION AND REMOBILIZATION
Pagc I of 3
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3 PART1- GENERAL
4 l.l SUMMARY
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SECTION O1 70 00
MOBILIZATION AND REMOBILIZATION
A. Section Includes:
2. Mobilization and Demobilization
a. Mobilization:
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from one location to another location on the Site.
b. Demobilization:
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
Z) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
3. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Wark.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization far Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH [Inscrt Projcct Namc]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Inscrt Projcct Numbcr�
Revised June 7, 2012
017000-2
MOBILIZATION AND REMOBILIZATION
Pabc 2 of 3
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1) Mobilization shali consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary generai facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary far:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of ail buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not inciude activities for specific items of
work for which payment is provided eisewhere in the contract.
4. Emergency Mobilizations and Demobilization for Misceilaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from City of Fort Worth Standards
2. None
21 C. Related Specification Sections include but are not necessarily limited to
22 2. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
23 Contract.
24 L2 PRICE AND PAYMENT PROCEDURES
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A. Measurement and Payment
2. Mobilization and Demobilization
a. Measurement and Payment
1) Work associated with this Item is considered subsidiary to the various items
bid. No separate payment will be aliowed for this item.
3. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization preformed.
b. Payment
1) The work performed in accordance with this Item will be paid for at the
unit price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A2.a.l)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
4. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of 00 72 00 General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd Junc 7. 2012
[Inscrt Projcct Namc]
[Inscrt Projcct Numbcr]
017000-3
MOBILIZATION AND REMOBILIZATION
Pagc 3 of 3
1 2) No payments will be made for standby, idle time, or lost profits associated
2 with this Item.
3 5. Mobilizations and Demobilizations for Miscellaneous Projects
4 a. Measurement
5 1) Measurement for this Item shall be for each Mobilization and
6 Demobilization required by the Contract Documents
7 b. Payment
8 1) The Work performed in accordance with this Item will be paid for at the
9 unit price per each "Work Order Mobilization" in accordance with
10 Contract Documents. Demobilization shall be considered subsidiary to
11 mobilization and shall not be paid for separately.
12 c. The price shall include
13 1) Mobilization as described in Section 1.1.A.3.a.1)
14 2) Demobilization as described in Section 1.1.A.3.a.2)
15 3) No payments will be made for standby, idle time, or lost profits associated
16 this Item.
17 6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
18 a. Measurement
19 1) Measurement for this Item shall be for each Mobilization and
20 Demobilization required by the Contract Documents
21 b. Payment
22 1) The Work performed in accordance with this Item will be paid for at the
23 unit price per each "Work Order Emergency Mobilization" in accordance
24 with Contract Documents. Demobilization shall be considered subsidiary
25 to mobilization and shall not be paid for separately.
26 c. The price shall include
27 1) Mobilization as described in Section 1.1.A.4.a)
28 2) Demobilization as described in Section 1.1.A.3.a.2)
29 3) No payments will be made for standby, idle time, or lost profits associated
30 this Item.
31 1.3 TO 1.12 [NOT USED]
32 PART 2- PRODUCTS [NOT USED]
33 PART 3- EXECUTION [NOT USED]
34
35
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
[2010 JAN 06]
36
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
[Inscrt Projcct Namc]
[Inscrt Projcct Numbcr]
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SECTION O1 '71 23
CONSTRUCTION STAKING
017123-1
CONSTRUCTION STAKING
Pagc 1 of 3
PART1- GENERAL
1.1 SUMMARY
A. Section includes:
1. Requirements for construction staking.
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. 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 in the opinion of the City, a sufficient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor's neglect such that the
contracted Work cannot take place, then the Contractor will be required to pay
the City for new staking with a 25 percent markup.
1) 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 O1 33 00.
1. All submittals sha11 be approved by the Engineer or the City prior to delivery.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcvised July 1, 2011
Henderson Strect (S.H.199) Detour
City Projcct No. 00144
01 71 23 - 2
CONSTRUCTION STAKING
Pajc 2 of 3
1 1.6 ACTION SUBMITTALS/INFO TIONAL 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 SUBMITTALS [NOT USED]
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced
13 in the necessary crafts and who are completely familiar with the specified requirements
14 and the methods needed for proper performance of the Work.
15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
16 l.11 FIELD [SITE] CONDITIONS [NOT USED]
17 L12 WARRANTY [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 REPAIR / 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 prob ess of the Work.
30 B. Do not change or relocate reference points without approval from the City.
31 C. Utilize recob ized engineering survey practices.
CITY OF FORT WORTH Hcndcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPCCIFICATION DOCUMENTS City Projcct No. 00144
Rcvised July 1, 3011
1 3.8 SYSTEM STARTUP [NOT USED]
2 3.9 ADJUSTING [NOT USED]
3 3.10 CLEANING (NOT USED]
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8 END OF SECTION
9
01 71 23 - 3
CONSTRUCTION STAKING
Pagc 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd July 1, 201 l
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
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O1 74 23 - 1
CLEANING
Pagc 1 of 4
SECTION Ol 74 23
CLEANING
PARTl- GENERAL
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:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. ,Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
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.
LS SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUSMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically desib ed for
those materials.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd July 1, 20ll
Hendcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
O 1 74 23 - 2
CLEANING
Pa�c 2 of 4
1 l.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - 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 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]
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3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposai 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 rea latory agencies.
CITY OF FORT WORTH Hendcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcviscd July 1, 2011
017423-3
CLEANING
Pagc 3 of 4
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6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B. Intermediate Cleaning during Construction
L Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Interior Final Cleaning
l. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
foreign materials from sight-exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean permanent filters and replace disposable filters if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area floors.
8. Mop office and control room floors.
D. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Hcndcrson Street (S.H.199) Detour
City Projcct No. 00144
01 74 23 - 4
CLEANING
Pagc 4 of 4
1 4. If no longer required for maintenance of erosion facilities, and upon approval by
2 City, remove erosion controi from site.
3 5. Clean sib s, lights, sib als, etc.
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
'7 3.14 ATTACHMENTS [NOT USED]
:
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DATE NAME SUMMA.RY OF CHANGE
10
CITY OF FORT WORTH Hcndcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS City Projcct No. 00144
Rcvised July 1, ZO11
01 77 l9 - 1
CLOSEOUT REQUIREMENTS
Pagc 1 of 3
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SECTION Ol 7719
CLOSEOUT REQUIREMENTS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Guarantees, Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUSMITTALS
26 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH Henderson Strect (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcviscd July 1, 2011
017719-2
CLOSEOUT REQUIREMENTS
Pagc 2 of 3
1 1.6 INFORMATIONAL SUBMIT'PALS [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]
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9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section Ol 78 39
11 2. Operation and Maintenance Data, if required, in accordance with Section O 1 78 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 O1 74 23.
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Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, 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 fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
Notice of Project Completion
CITY OF FORT WORTH Hendcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcviscd July 1, ZO11
01 77 19 - 3
CLOSEOUT REQUIREMENTS
Pagc 3 of 3
1 l. Once the City Project Representative finds the Work subsequent to Final Inspection
2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
3 E. Supporting Documentation
4 1. Coordinate with the City Project Representative to complete the following
5 additional forms:
6 a. Final Payment Request
7 b. Statement of Contract Time
8 c. Affidavit of Payment and Release of Liens
9 d. Consent of Surety to Final Payment
10 e. Pipe Report (if required)
11 f. Contractor's Evaluation of City
12 g. Performance Evaluation of Contractor
13 F. Letter of Final Acceptance
14 1. Upon review and acceptance of Notice of Project Completion and Supporting
15 Documentation, in accordance with General Conditions, City will issue Letter of
16 Final Acceptance and release the Final Payment Request for payment.
17 3.5 REPAIR / RESTORATION [NOT USED]
18 3.6 RE-INSTALLATION [NOT USED]
19 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED]
20 3.8 SYSTEM STARTUP [NOT USED]
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
�
Revision Log
DATE NAME SUMMARY OF CHANGE
29
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Rcviscd July l, 201 I
Hcndcrson Strcct (S.H.199) Dctour
City Project No. 00144
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O] 78 23 - 1
OPERATION AND MAINTENANCE DATA
Pagc 1 of 5
SECTION O1 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 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. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section Ol 33 00 Submittal Procedures. All
submittals shall be approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Fortn
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
Rcviscd July 1, 201 ]
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. OO144
oi �sz3-?
OPERATION AND MAINTENANCE DATA
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d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. 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.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durabie and cleanable plastic covers
b. When multipie binders are used, correlate the data into related consistent
b oupmgs.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
l. 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 instailer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Locai source of supply for parts and replacement
d. Identify each product by product name and other identifying symbois 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 inapplicabie information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular instaliation:
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
Rcvised July 1, 2011
Hcndcrson Strcct (S.H199) Dctour
City Projcct No. 00144
oi �s?3 -s
OPERATION AND MAINTENANCE DATA
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5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Co1or 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, shut-down and emergency inshuctions
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
Rcviscd July 1, 2011
Hcnderson Strcct (S.H.199) Dctour
City Projcct No. 00144
o� �szs-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) Electricalservice
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequencesrequired
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 additional data when the need for such data becomes apparent
during instruction of City's personnel.
Charts of valve tag numbers, with location and function of each valve
List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
Other data as required under pertinent Sections of Specifications
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE 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
CITY OF FORT WORTH Hcndcrson Strcet (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Reviscd July 1, 201 ]
Ol 78 23 - 5
OPERATION AND MAINTENANCE DATA
Pagc 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]
�
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
,�'
CITY OF FORT WORTH Hcnderson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. OO144
Rcviscd July 1, 2011
O1 78 39 - 1
PROJECT RECORD DOCUMENTS
Pagc I of 4
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SECTION O1 78 39
PROJECT RECORD DOCUMENTS
l.l 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 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 ailowed 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 SUSMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSUIZANCE
A. Accuracy of Records
l. 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 recards shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
CITY OF FORT WORTH Hcndcrson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Revised July 1, 2011
Ol 78 39 - 3
PROJGCT RECORD DOCUMENTS
Pagc 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 lengthy and
5 expensive site measurement, investigation and examination.
6 1.10 STORAGE AND HANDLING
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A. Storage and Handling Requirements
l. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originaily required by the
Contract Documents.
1 � 1 � , � 1'
1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED]
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_ � : �' 1 1`�
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]
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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 1, 2011
Hcndcrson Strcet(S.H.199) Dctour
City Projcct No. 00144
01 78 39 - 3
PROJECT RECORD DOCUMGNTS
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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. Ca11 attention to the entry by a"cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic 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 iinal 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 specifically issued in writing
by the City.
B. Final Project Record Documents
1_ Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
conesponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd July 1, 20ll
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
01 73 39 - 4
PROJECT RECORD DOCUMENTS
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c. Call attention to each entry by drawing a"cloud" around the area or areas
affected.
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other pocuments
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as finai
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 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]
1 � �
Revision Log
DATE NAME SUMMARY OF CHANGE
L�L
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Rcviscd July 1, 20] 1
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
C
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Division 02-03
Existing Conditions and Conc�ete
Included by Reference
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Division 26
Electrical
Included by Refe�ence
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Division 31
EaYthwork
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312323-1
BORROW
Page 1 of 5
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3 PARTl- GENERAL
4 l.l SUMMARY
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SECTION 31 23 23
BORROW
A. Section Includes:
1. Furnish, place and compact Borrow material for grading.
B. Deviations from this City of Fort Worth Standard Specification
l. Measurement and Payment section has been modified.
C. Related Specification Sections inciude, 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 24 00 — Embankments
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
l. Borrow
a. Measurement
t\ AR,,.,�,,,-.,.,,�..* F,-�1.;� T�,,.., �L,�11 1,�. h., �h� „7..;,.. .,,-,a „F1.,,,�� 12,,,-.-„<.,
C�-Measurement far this Item shall be bv the cubic yard in its final
position using the avera�e end area method. Limits of ineasurement are
shown on the Drawin�s.
2) When measured bv the cubic yard in its final position, this is a plans
quantity measurement Item. The quanti to be paid is the quanti shown
in the proposal unless modified by Article 11.04 of the General
Conditions. Additional measurements or calculations will be made if
adiustments of quantities are required.
L7
c.
Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price bid per cubic yard of `Bonow." a�'�-��r�a +� +'�� e;+� � r: No
additional compensation will be allowed for shrinkage or swell factors as
these are the Contractor's responsibility. Payment will be for:
a) Various Borrow materials
The price bid shall include:
1) Furnishing, placing, compacting and imishing Borrow
2) Hauling
3) Construction Water
4) Dust Control
5) Reworking
6) Disposal of excess or waste material
7) Clean-up
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
Henderson Street (S.H.199) Detour
City Project No. 00144
312323-2
BORRO W
Page 2 of 5
1 1.3 REFERENCES
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15 1.4
A. Reference Standards
l. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. ASTM Standards
a. ASTM D2487, Standard Practice for Classification of Soils for Engineering
Purposes (Unified Soil Classification System)
b. ASTM D4318-10, Standard Test Methods for Liquid Limit, Plastic Limit, and
Plasticity Index of Soils
c. ASTM D6913, Standard Test Methods for Particle-Size Distribution
(Gradation) of Soils Using Sieve Analysis
d. ASTM D698, Standard Test Methods for Laboratory Compaction
Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3)
ADMINISTRATIVE REQUIREMENTS [NOT USED]
16 1.5 SUBMITTALS
17 A. Submittals shall be in accordance with Section O1 33 00.
18 B. All submittals shall be approved by the Engineer or the City prior to construction.
19 C. Submit laboratory tests reports for each soil borrow source used to supply general
20 borrow and select fill materials.
21 1.6 ACTION SUSMITTALS/INFORMATIONAL SUBMITTALS
22 A. Shop Drawings
23 1. Stockpiled Borrow material
24 a. Provide a description of the storage of the delivered Borrow material only if the
25 Contract Documents do not allow storage of materials in the right-of-way of the
26 easement.
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE
30 A. Borrow material shall be tested prior to delivery to the Site.
31 1. Provide Proctor Test results, Gradation and Atterberg Limits for Borrow material
32 from each source.
33 a. All testing listed above shall be performed in terms of ASTM D698, ASTM
34 D6913 and ASTM D4318-10 respectively.
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I 1 ' � ;' � 1 1
A. Delivery
1. Coordinate all deliveries and haul-off.
B. Storage
1. Within Existing Rights-of-Way (ROW)
CITY OF FORT WORTH Henderson Street (S.H.199) Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00144
Revised July 1, 20ll
3l 23 23 - 3
BORROW
Page 3 of 5
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a. Borrow materials may be stored within existing ROW, easements or temporary
construction easements, unless specifically disallowed in the Contract
Documents.
b. Do not block drainage ways, inlets or driveways.
c. Provide erosion control in accordance with Section 31 25 00.
d. Store materials only in areas barricaded as provided in the traffic control pians.
e. In non-paved areas, do not store material on the root zone of any trees or in
landscaped areas.
2. Designated Storage Areas
a. If the Contract Documents do not allow the storage of Bonow materials within
the ROW, easement or temporary construction easement, then secure and
maintain an adequate storage location.
b. Provide an affidavit that rights have been secured to store the materials on
private property.
c. Provide erosion control in accordance with Section 31 25 00.
d. Do not block drainage ways.
e. Only materials used for 1 working day will be allowed to be stored in the work
zone.
1.11 FIELD CONDITIONS [NOT USED]
112 WARRANTY [NOT USED]
21 PART 2 - PRODUCTS
22 2.1 OWNER-FUI2NISHED [NOT USED]
23 2.2 PRODUCT TYPES AND MATERIALS
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A. Borrow
1. Additional soil beneath pavements, roadways, foundations and other structures
required to achieve the elevations shown on the Drawings.
2. Acceptable Fill Material
a. In-situ or imported soils classified as CL, CH, SC or GC in accardance with
ASTM D2487
b. Free from deleterious materials, boulders over 6 inches in size and organics
c. Can be placed free from voids
d. Must have 20 percent passing the number 200 sieve
3. Blended Fi11 Material
a. In-situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487
b. Blended with in-situ or imported Acceptable Fill material to meet the
requirements of an Acceptable Fill Material
c. Free from deleterious materials, boulders over 6 inches in size and organics
d. Must have 20 percent passing the number 200 sieve
4. Select Fi11
a. Classified as SC or CL in accardance with ASTM D2487
b. Liquid limit less than 35
c. Plasticity index between 8 and 20
5. Cement Stabilized Sand (CSS)
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
Henderson Sireet (S.H199) Detour
City Project No. 00144
312323-4
BORROW
Page 4 of 5
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a. Sand or silty sand
b. Free of clay or piastic material
c. Minimum of 4 percent cement content of Type UII portland cement
d. 100 to 150 psi compressive strength at 2 days in accordance with ASTM
D1633, Method A
e. 200 to 250 psi compressive strength at 23 days in accordance with ASTM
D1633, Method A
f. Mix in a stationary pug mill, weigh-batch or continuous mixing plant
2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED]
10 2.4 ACCESSORIES [NOT USED]
11 2.5 SOURCE QUALITY CONTROL [NOT USED]
� = : - - �ll�C�]�I
13 3.1 INSTALLERS [NOT USED]
14 3.2 EXAMINATION [NOT USED]
15 3.3 PREPARATION [NOT USED]
16 3.4 INSTALLATION
17 A. All Borrow placement shall be performed in accordance to Section 31 24 00.
18 3.5 REPAIR [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD QUALITY CONTROL
21 A. Field quality control will be performed in accordance to Section 31 24 00.
22 3.8 SYSTEM STARTUP [NOT USED]
23 3.9 ADJUSTING (NOT USED]
24 3.10 CLEANING [NOT USED]
25 3.11 CLOSEOUT ACTIVITIES [NOT USED]
26 3.12 PROTECTION [NOT USED]
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
�
30
END OF SECTION
Revision Log
CITY OF FORT WORTH
STANDt\RD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Henderson Street (S.H199) Detour
City Project No. OO144
312323-5
BORROW
Page 5 of 5
]
DATE I NANIE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, ZOl l
SUMMARY OF CHANGE
Henderson Street(S.H.199) Detour
City Project No. 00144
0
Division 32
Exterior Improvements
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321373-I
CONCRETE PAVING JO1NT SSALANTS
Page I of 4
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SECTION 32 13 73
CONCRETE PAVING JOINT SEALANTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes
1. Specification for silicone joint sealing for concrete pavement and curbs.
B. Standard Detail
1. Typical Street Construction Details
C. Deviations from City of Fort Worth Standards
l. Measurement and Payment section has been modified
D. Related Specification Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
Contract.
2. Division 1- General Requirements.
3. Section 32 13 13 - Concrete Paving.
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment.
. . ,
� � �� ri���a ra �+�a r* � ���r�
2. Payment: T T„,��� �+'���•�;�� ��;��a ^„'���', The work performed and materials
furnished as required in this Section will not be paid for directly but will be
subsidiary to other bid items.
1.3 REFERENCES
A. Reference Standards
1. ASTM International (ASTM):
a. D5893, Standard Specification for Cold Applied, Single Component,
Chemically Curing Silicone Joint Sealant for Portland Cement Concrete
Pavements
1.4 ADMINISTRATIVE REQUIREMENTS (NOT USED]
1.5 ACTION SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Test and Evaluation Reports
1. Prior to installation, furnish certification by an independent testing laboratory that
the silicone joint sealant meets the requirements of this Section.
CITY OF FORT WORTH Henderson Street (S.H.199) Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00144
������ Revised July 1, 201 I
1
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321373-2
CONCRETE PAVING JOINT SEALANTS
Page 2 of 4
2. Submit verifiable documentation that the manufacturer of the silicone joint sealant
has a minimum two-year demonstrated, documented successful field performance
with concrete pavement silicone joint sealant systems.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
6 1.9 QUALITY ASSURANCE [NOT USED]
7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
8 1.11 FIELD CONDITIONS
9
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A. Do not apply joint sealant when the air and pavement temperature is less than 35°F
B. Concrete surface must be ciean, dry and frost free.
C. Do not place sealant in an expansion-type joint if surface temperature is below 35°F or
above 90°F.
1.12 W TY [NOT USED]
14 PART 2 - PRODUCTS
15 2.1 OWNER FURNISHED PRODUCTS [NOT USED]
16 2.2 MATERIALS & EQUIPMENT
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A. Materials
1. Joint Sealant: ASTM D5893.
2. Joint Filler, Backer Rod and Breaker Tape
a. The joint filler sop shall be of a closed cell expanded polyethylene foam backer
rod and polyethylene bond breaker tape of sufficient size to provide a tight seal.
b. The back rod and breaker tape shall be installed in the saw-cut joint to prevent
the joint sealant from flowing to the bottom of the joint.
c. The backer rod and breaker tape shall be compatible with the silicone joint
sealant and no bond or reaction shail occur between them.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION [NOT USED]
31 3.3 PREPARATION [NOT USED]
32 3.4 INSTALLATION
33 A. General.
CITY OF FORT WORTH Henderson Street (S.H.199) Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00144
Revised July 1, 301 l
321373-3
CONCRETE PAVING JOINT SEALANTS
Pa?e 3 of 4
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l. The silicone sealant shall be cold applied.
2. Allow concrete to cure far a minimum of 7 days to ensure it has sufficient strength
prior to sealing joints.
3. Perform joint reservoir saw cutting, cleaning, bond breaker installation, and joint
sealant placement in a continuous sequence of operations.
4. See plans for the various joint details with their respective dimensions.
B. Equipment
1. Provide all necessary equipment and keep equipment in a satisfactory warking
condition.
2. Equipment shall be inspected by the OWNER prior to the beginning of the work.
3. The minimum requirements for construction equipment shall be as follows:
a. Conerete Saw. The sawing equipment shall be adequate in size and power to
complete the joint sawing to the required dimensions.
b. Air Compressors. The delivered compressed air shall have a pressure in excess
of 90 psi and shall be suitable for the removal of all free water and oil from the
compressed air.
c. Extrusion Pump. The output shall be capable of supplying a sufficient volume
of sealant to the joint.
d. Injection Tool. This mechanical device shall apply the sealant uniformly into
the joint.
e. Sandblaster. The design shall be for commercial use with air compressors as
specified in this Section.
f. Backer Rod Roller and Tooling Instrument. These devices shall be clean and
free of contamination. They shall be compatible with the joint depth and width
requirements.
C. Sawing Joints: see Section 32 13 13.
D. Cleaning joints
1. Dry saw in one direction with reverse cutting blade then sand blast.
2. Use compressed air to remove the resulting dust from the joint.
3. Sandblast joints after complete drying.
a. Attach nozzle to a mechanical aiming device so that the sand blast will be
directed at an angle of 45 degrees and at a distance of 1 to 2 inches from the
face of the joint.
b. Sandblast both joint faces sandblasted in separate, one directional passes.
c. When sandblasting is complete, blow-out using compressed air.
d. The blow tube shall fit into the joints.
4. Check the blown joint for residual dust or other contamination.
a. If any dust or contamination is found, repeat sandblasting and blowing until the
joint is cleaned.
b. Do not use solvents to remove stains and contamination.
5. Place the bond breaker and sealant in the joint immediately upon cleaning.
6. Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of
the joint sealant.
7. Do not leave open, cleaned joints unsealed overnight.
45 E. Joint Sealant
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Henderson Street(S.H.199) Detour
City Project No. 00144
321373-4
CONCRfiTE PAVING JOINT SEALANTS
Pa�e 4 of 4
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15 3.5
3.14 ATTACHMENTS [NOT USED]
16 3.6 RE-INSTALLATION [NOT USED]
17 3.7 FIELD QUALITY CONTROL [NOT USED]
18 3.8 SYSTEM STARTUP [NOT USED]
19 3.9 ADJUSTING [NOT USED]
20 3.10 CLEANING [NOT USED]
21 311 CLOSEOUT ACTIVITIES [NOT USED]
22 312 PROTECTION [NOT USED]
23 3.13 MAINTENANCE [NOT USED]
24
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1. Apply the joint sealant upon placement of the bond breaker rod and tape, using the
mechanical injection tool.
2. Do not seal joints unless they are clean and dry.
3. Remove and discard excess sealant left on the pavement surface.
a. Do not excess use to seal the joints.
4. The pavement surface shall present a clean final condition as determined by City.
5. Do not allow traffic on the fresh sealant until it becomes tack-free.
F. Approval of Joints
1. The City may request a representative of the sealant manufacturer to be present at
the job site at the beginning of the finai cleaning and sealing of joints.
a. The representative shall demonstrate to the CONTRACTOR and the City the
acceptable method for sealant installation.
b. The representative shall approve the clean, dry joints before the sealing
operation commences.
[REPAIR]/[RESTORATION] [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
27
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Henderson Street (S.H.199) Detour
City Project No. 00144
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Division 33
Utilities
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330523-I
STEEL CASING PIPE
Page 1 of 6
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SECTION 33 OS 22
STEEL CASING PIPE
11 SUMMARY
A. Section Includes:
1. Minimum requirements for manufacturing, furnishing and transporting Steel Casing
Pipe to be installed by Open Cut or By Other than Open Cut at the locations shown
on the Drawings
B. Deviations from this City of Fort Worth Standard Specification
l. 1.2A.1.c/2.2A.2.d
C. Related Speciiication 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 OS 10 — Utility Trench Excavation, Embedment and Backfill
4. Section 33 OS 20 — Auger Boring
5. Section 33 OS 23 — Hand Tunneling
6. Section 33 OS 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Open Cut
a. Measurement
1) Measured horizontally along the surface for length of Steel Casing Pipe
installed
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price bid per linear foot of "Casing, By Open Cut" installed for:
a) Various Sizes
c. The price bid shall include:
1) Furnishing and installing Steel Casing Pipe as specified by the Drawings
2) Mobilization
3) Pavement removal
4) Excavation
5) Hauling
6) Disposal of excess material
7) End Seals
8) Furnishing, placement, and compaction of embedment
9) Furnishing, placement, and compaction of backfill
10) Clean-up
2. By Other than Open Cut
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
[Insert Project Name]
[Insert Project Number]
zzn���_�
33 OS 22 - 4
STEEL CASING PIPE
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a. Design of the casing pipe shall account for all installation and service loads
including:
1) Jacking loads
2) External b oundwater and earth loads
3) Traffic loads
4) Practical consideration for handling, shipping and other construction
operations
5) Any other live or dead loads reasonably anticipated
b. Desib shall be sealed and sib ed by a registered Professional Engineer
licensed in the State of Texas.
c. The allowable jacking capacity shali not exceed 50 percent of the minimum
steel yield stress.
d. Steel Casing Pipe shall have a minimum wall thickness as follows:
Casing Pipe Diameter Minimum Wall Thickness
(inches) (inches)
12 — 18 .3125 (5/16)
20 — 24 375 (3/8)
26 — 32 .5 (1/2)
34 — 42 .625 (5/8)
44 — 48 .6875 (11/16)
Greater than 48 Project s ecific desi
Steel Casing Pipe shall be provided with inside diameter sufficient to efficiently
install the required carrier pipe with casing spacers as required in Section 33 OS 24.
a. Allowable casing diameters are shown on the Drawings for each crossing.
Furnish in lengths that are compatible with Contractor's shaft sizes and allowable
work areas.
5. Random segments of pipe will not be permitted for straight runs of casing.
a. Closing piece segments, however, shall be acceptable.
6. When required by installation method, provide grout/lubricant ports along the pipe
at intervals of 10 feet or less.
a. Ports and fittings shall be attached to the pipe in a manner that will not
materially affect the strength of the pipe nor interfere with installation of carrier
pipe.
b. Plugs for sealing the fittings shall be provided by the Contractor and shall be
capable of withstanding all external and internai pressures and loads without
leaking.
B. Materials
1. Provide new, smooth-wall, carbon steei pipe conforming to ASTM A139, Grade B.
2. Dimensional Tolerances
a. Fumishing and installing Steei Casing Pipe with dimensional tolerances that are
compatible with performance requirements and proposed installation methods
that meet or exceed the specific requirements below:
1) Minimum wall thickness at any point shall be at least 87.5 percent of the
nominal wall thickness.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
[Insert Project Name]
[lnsert Project Number]
330522-5
STEEL CASING PIPS
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2) Outside circumference within 1.0 percent or 3/4 inch of the nominal
circumference, whichever is less.
3) Outside diameter of the pipe shall be within 1/8 inch of the nominal outside
diameter.
4) Roundness such that the difference between the major and minor outside
diameters shall not exceed 0.5 percent of the specified nominal outside
diameter or 1/4 inch, whichever is less.
5) Maximum allowable straightness deviation of 1/8 inch in any 10-foot
lenb h.
3. Ail steel pipe shall have square ends.
a. The ends of pipe sections shall not vary by more than 1/8 inch at any point from
a true plane perpendicular to the axis of the pipe and passing through the center
of the pipe at the end.
b. When pipe ends have to be beveled for welding, the ends shall be beveled on
the outside to an angle of 35 degrees with a tolerance of � 2'/2 degrees and with
a width of root face 1/16 inch f 1/32 inch.
4. Steel Casing Pipe shall be fabricated with longitudinal weld seams.
a. All girth weld seams shall be ground flush.
C. Finishes
1. Provide inside and outside of Steel Casing Pipe with a coal-tar protective coating in
accordance with the requirements of AWWA C203.
a. Touch up after field welds shall provide coating equal to those specified above.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
25 PART 3 - EXECUTION
26 3.1 INSTALLERS [NOT USED]
27 3.2 EXAMINATION [NOT USED]
28 3.3 PREPARATION [NOT USED]
29 3.4 INSTALLATION
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A. Install Steel Casing Pipe for By Other than Open Cut in accordance with Section 33 OS
20 or Section 33 OS 23. Install Steel Casing Pipe for Open Cut in accordance with
Section 33 OS 10.
1. Steel Casing Pipe connections shall be achieved by full penetration iield butt
welding or an integral machine press-fit connection (Permalok or equal) prior to
installation of the pipe, depending on the type of carrier pipe.
2. Allowable joint types for each crossing are shown on the Drawings.
3. Field butt welding a square end piece of steel pipe to a 35 degree beveled end of
steel pipe is acceptable.
4. Integral machined press-fit connections shall be installed in accordance with the
manufacturer's installation procedures and recommendations.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
[Insert Project Name]
[Insert Project Number]
330522-6
STEEL CASING PIPE
Pa�e 6 of 6
1 B. Carrier pipe shall be installed inside Steel Casing Pipe in accordance with
2 Section 33 OS 24.
3 C. Contact grouting of the annulus outside the casing pipe shall be performed in
4 accordance with Section 33 OS 23 or Section 33 OS 20.
5 3.5 REPAIR / RESTORATION [NOT USED]
6 3.6 RE-INSTALLATION [NOT USED]
7 3.7 FIELD [oa] SITE QUALITY CONTROL [NOT USED]
8 3.8 SYSTEM STARTUP [NOT USED]
9 3.9 ADJUSTING [NOT USED]
10 3.10 CLEANING [NOT USED]
11 3.11 CLOSEOUT ACTIVITIES [NOT USED]
12 3.12 PROTECTION [NOT USED]
13 3.13 MAINTENANCE [NOT USED]
14 3.14 ATTACHMENTS [NOT USED]
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Revision Log
DATE NAME SUMMARY OF CHANGE
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
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Division 34
Transpo�tation
Included by Refe�ence
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Division 99
Additional Specification
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99 99 00 - 1
ADDITIONAL SPECIFICATIONS
Pagc 1 of 3
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SECTION 99 99 00
ADDITIONAL SPECIFICATIONS
9999.0010 PRE-SID ITEM — MISCELLANEOUS CONSTRUCTION — FORCE
ACCOUNT
Items bid as Force Accounts shall consist of miscellaneous construction adjustments and other
non-subsidiary items requested for construction by the City of Fort Worth and at the direction of
the Project Engineer. The payment to the Contractor for miscellaneous construction work shall be
the actual cost of the work plus ten percent (10%) to cover the cost of bond and overhead incurred
by the Contractor in handling the miscellaneous construction.
9999.0020 PRE-BID ITEM — MISCELLANEOUS UTILITIES — FORCE ACCOUNT
Items bid as Force Accounts shall consist of misceilaneous utility adjustments and other non-
subsidiary utility items requested for construction by the City of Fort Worth and at the direction
of the Project Engineer. 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 the bond and overhead
incurred by the Contractor in handling the utility adjustments.
9999.0030 DID NOT USE
9999.0040 PORT CTB (FUR & INST)(LOW PROF)(TY n
The work performed under this item shall be completed in accordance with TxDOT Standard
Specification Item Number 512 "Portable Concrete Traffic Barrier."
9999.0050 PORT CTB (FUR & INST)(LOW PROF)(TY 2)
The work performed under this item shall be completed in accordance with TxDOT Standard
Specification Item Number 512 "Portable Conerete Traffic Barrier."
9999.0060 RETAINING WALL FOR 54" WATERLINE
The work performed under this item shall be completed in accordance with TxDOT Standard
Specification Item Number 423 "Retaining Walls."
9999.0070 MTL BEAM GD FEN (TIM POST)
The work performed under this item shall be completed in accordance with TxDOT Standard
Specification Item Number 540 "Metal Beam Guard Fence."
9999.0080 TERMINAL ANCHOR SECTION
The work performed under this item shall be completed in accordance with TxDOT Standard
Specification Item Number 540 "Metal Beam Guard Fence."
9999.0090 GUARDRAIL END TREATMENT (INSTALL)
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Hcndcrson Strcct (S.H199) Dctour
City Projcct No. 00144
999900-2
ADDITIONAL SPECIFICATIONS
Pagc 2 of 3
1 The work performed under this item shall be completed in accordance with TxDOT Standard
2 Specification Item Number 544.
3
4 9999.0100 MTL BM GD FN (Salvage and reuse)
5 The work performed under this item shall be completed in accordance with TxDOT Standard
6 Specification Item Number 540 "Metal Beam Guard Fence."
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9999.0110 WATER TRAFFIC BA ER
The work performed under this item shall be completed in accordance with T�OT Standard
Specification Item Number 7635 "Water Baliasted Barriers."
12 9999.0120 25" FLEX BASE, TYPE D, GR-1
13 The work performed under this item shall be completed in accordance with City of Fort Worth
14 Section 32 11 23 "Flexible Base Courses" for the depth of 25 inches.
15
16 Modify City Spec 3.4 Installation C. Placin�
17 Where subbase or base course exceeds 6 inches in thickness, construct in two or more courses of
18 equal thickness with a maximum lift depth of 8" loose material.
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9999.0130 36" YIELD TRIANGLE MARKINGS
The work performed under this item shall be completed in accordance with City of Fort Worth
Section 32 17 23.
Modify City of Fort Worth Spec 1.2.A.1
Pavement Markings
a. Measurement
1) Measurement far this Item shall be per-����� each yield trianale
markin� ^o� placed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per ���--�i each of "T'��^�* "'���'���b" "vield trianale
markinas" installed for:
9999.0140 12/C 14 AWG MULTI-CONDUCTOR CABLE
The work performed under this item shali be completed in accordance with City of Fort Worth
Section 34 41 10 "Traffic Signals."
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Hcndcrson Strcct (S.H.199) Dctour
City Projcct No. 00144
999900-3
ADDITIONAL SPEC[FICATIONS
Pagc 3 of 3
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2 9999.0150 NOT USED
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4 9999.0160 LOW PROFILE CONCRETE BARRIER, TYPE I
5 The work performed under this item shall be completed in accordance with TxDOT Standard
6 Specification Item Number 512 "Portable Concrete Traffic Barrier."
7
8 9999.0170 LOW PROFILE CONCRETE BARRIER, TYPE II
9 The work performed under this item shall be completed in accordance with TxDOT Standard
10 Specification Item Number 512 "Portable Concrete Traffic Barrier."
11
12 9999.0180 and 9999.0200 3/8" STRANDED STEEL CABLE
13 The work performed under this item shall be completed in accordance with City of Fort Worth
14 Section 34 41 10 "Traffic Signals."
15
16 9999.0190 21" FLEX BASE, TYPE D, GR-1
17 The work performed under this item shall be completed in accordance with City of Fort Worth
18 Section 32 11 23 "Flexible Base Courses" for the depth of 21 inches.
19
20 Modifv C� Spec 3.4 Installation C. Placing
21 Where subbase or base course exceeds 6 inches in thickness, construct in two or more
22 courses of equal thickness with a maximum lift depth of 8" loose material.
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24 9999.0210 ELC SRV TY T 120-240 (NS)GS(T)TP(0)
25 The work performed under this item shall be completed in accordance with City of Fort Worth
26 Section 34 41 10 "Traffic Signals."
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29 End Section
CITY OF FORT WORTH Hcnderson Strcct (S.H.199) Dctour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00144
2004 Specifications CSJ 0171-OS-081
S ECIAI. SPEC FICATI N
7635
Water Ballasted Barriers
1. Description. Furnish and install water ballasted bamers, as shown on the plans.
2. Materials. Provide water ballasted barrier as shown on Traffic Control Standard Sheets
(TCSS); listed in the Compliant Work Zone Traffic Control Device List (CWZTD);
complying with NCHRP Report 350: Recommended procedures for the Safety Evaluation of
Highway Features (NCHRP 350) and the current Texas Manual on Uniform Traffic Control
Devices (TMUTCD).
3. Construction.
A. Installation. Install water ballasted barrier at the locations shown on the plans per the
phasing shown on the plans, unless otherwise directed. Supplement with retroreflective
delineation to improve daytime/nighttime visibility. Place in accordance to
manufacturer's application and installation requirements specific to the device.
B. Literature. Submit 1 full set of manufacturer's literature and manufacturer's
installation recommendations_
4. Measurement. This Item will be measured by the foot complete in place, based on the
nominal lengths of water ballasted bamer sections as shown on the plans.
5. Payment. The work performed and materials furnished in accardance with this Item and
measured as provided for under "measurement," will be paid for at the unit price bid for
"Water Ballasted Barrier" of the work category specified. This price includes manipulations,
labor, tools, equipment, and incidentals.
A. Furnish and Install. This price is full compensation for furnishing and installing the
water ballasted barrier and connection hardware at the locations on the plans or as
directed, filling the barrier with water per manufacturer's recommendations, and
securing the water barrier in place per manufacturer's recommendations or as directed.
The water ballasted barrier becomes the property of the Department.
1-1 7635
09-12
TxDOT Re uirements
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GENERAL NOTES
Sheets A thru G
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TPW Project Number: C204-541200-209260014483
City Project Number: 00144
County: Tarrant
Highway: Henderson Street Detour
Compaction Requirements for Base Courses:
�����������:�������x��*����r����x�����������
(Percent Of Density As Determined By Compaction Ratio Test TEX-113-E)
ITEM MATERIAL COURSE MIN DENSITY
247 Foundation Course All 95 %
247 Flex Base All 100 %
Surface Treatment Data:
�x������������*��x�*����
Sheet A
Two Course
Asph Type AC-5 or AC-10 (Latex Additive)(A11 Courses)
Rate 1 st Crse: 0.56 gaUSY (on subgrade or flex base)
1 st Crse: 0.25 gaUSY (on existing pavement)
2nd Crse: 0.30 gal/SY
Aggr Type B(1 st Course)
Grade 3 Mod (�st Course)
Rate 1 CY/95 SY (lst Course)
Aggr Type PB (2nd Course)
Grade 4 (2nd Course)
Rate 1 CY/115 SY (2nd Course)
Note: The rates of application of asphalt and aggregate are for estimating purposes only and
may be varied as directed by the Engineer.
Item 100. Preparing Right of Way
Measurement for this item shall be along the centerline of the project with the limits of
measurements as shown on the plans.
Removal of existing concrete pavement shall be in accordance with Item 104 except that this
work will not be paid for directly, but will be considered subsidiary to Item 100.
Item 105. Removing Stabilized Base and Asphalt Pavement
General Notes Sheet A
TPW Project Number: C204-541200-209260014483 Sheet B
City Project Number: 00144
County: Tarrant
Highway: Henderson Street Detour
Cement, lime, and/or lime fly-ash stabilized base material to be removed on this project shall
become the property of the Contractor.
Item 110. Excavation
Cross sections for pay quantity determination of earthwork may be developed
photogrammetrically.
Review proposed waste sites to determine if any site is located in a"Base Floodplain" ar
"Floodway" as defined by the Federal Emergency Management Agency (FEMA).
If waste material from this project is placed in a base floodplain as defined by FEMA, a permit
will have to be obtained from the local community responsible for enforcing National Flood
Insurance Program (NFIP) regulations. The Contractor is responsible for ensuring that the owner
of the property receiving the waste has obtained the necessary permit.
Item 132. Embankment
Do not provide Type B embankment material with a Plasticity Index (PI) higher than 35.
At all locations where guardrail is shown to flare, widen the embankment as necessary to
accommodate the guardrail.
Item 160. Topsoil
Place approximately 4 inches of topsoil on areas shown or directed.
Excavation for topsoil sha11 not exceed 3 feet in depth unless otherwise directed.
Item 247. Flexible Base
Place material in two or more equal lifts unless otherwise directed.
Do not add field sand to modify the final material to meet the requirements.
Build and maintain a 5,000 CY stockpile of approved material before and during hauling
operations_
Item 310. Prime Coat
Provide an MC-30 or AE-P for this Item. Apply AE-P as specified in Item 314.
General Notes Sheet B
TPW Project Number: C204-541200-209260014483 Sheet C
-- City Project Number: 00144
County: Tarrant
Highway: Henderson Street Detour
MC-30 may not be used except for priming Flex Base.
Item 340. Dense Graded Hot Mix Asphalt (Method)
__. RAP aggregate must meet the requirements of Table l.
- Dilution of tack coat is not allowed.
Provide aggregate with a surface aggregate classification value of B for the surface course of the
travel lanes.
- Provide PG70-22 asphalt for surface course when using fractionated RAP.
Provide a PG76-22 asphalt for the surface course.
Provide a PG64-22 asphalt for the base course.
From Table 5:
The tensile strength is waived far this project.
Use the boil test, Test Method TEX-530-C, and provide only mixes that produce zero percent
(0%) stripping for design verification and during production.
The requirements shown in Table 6 are waived for this project_
Include the approved mix design number on each delivery ticket.
Place mixture when the roadway surface temperature is equal to or higher than the temperatures
listed in Table 10 unless otherwise approved or shown on the plans. Measure the roadway
surface temperature with a handheld infrared thermometer. The Engineer may a11ow mixture
placement to begin prior to the roadway surface reaching the required temperature requirements
if conditions are such that the roadway surface will reach the required temperature within 2 hrs.
of beginning placement operations. Unless otherwise shown on the plans, place mixtures only
when weather conditions and moisture conditions of the roadway surface are suitable in the
opinion of the Engineer.
General Notes Sheet C
TPW Project Number: C204-541200-209260014483 Sheet F
City Project Number: 00144
County: Tarrant
Highway: Henderson Street Detour
i. Construction perimeter fence
Remove accumulated sediment and/or replace SW3P controls when the capacity has been
reduced by 50% or when the depth of sediment at the control structure exceeds one foot.
Item 512. Portable Concrete Traffic Barrier
Furnish bamer in compliance with Low Profile Concrete Barrier (LPCB) standards as shown on
the plans.
Class "H" Concrete furnished for this Item shall have a minimum 28 day compressive strength of
3600 PSI.
Provide the hardware assemblies to join barrier sections, including barrier from stockpile_
Furnish Type J connections for Concrete Safety Barrier. Low Profile PCTB requires a 1'/4" x 2'-
2" threaded rod, two (2) 1'/4" hex nuts, and two (2) standard USS washers, grade 5, for each
section.
Connection hardware will remain the property of the State upon completion of the project and
will not be paid for directly, but considered subsidiary to Item 512. Deliver hardware to the
location specified.
Delineate all barrier in accordance with Barricade and Waming Sign (BC) Standards. Barrier
delineation will not be paid for directly, but will be subsidiary to this Item.
Replace any traffic barrier which, in the opinion of the Engineer, is damaged by the traveling
public to the extent it is no longer serviceable, using traffic barrier from the designated stockpile
site. The Contractor wi11 be paid to remove and replace the traffic barrier damaged by the
traveling public_
Item 540. Metal $eam Guard Fence
The locations and lengths of guard fence shown on the plans are approximate. Actual lenb hs
and locations are to be determined in the field.
The tops of timber posts shall be domed. Beveled tops will not be permitted for timber or steel
posts.
When holes for timber posts are drilled below bottom of post elevation, backfill the excessive
depth with an acceptable sand_ The furnishing and installation of the sand backfill will not be
paid for directly but shall be considered subsidiary to this Item.
General Notes Sheet F
TPW Project Number: C204-541200-209260014483 Sheet G
City Project Number: 00144
County: Tarrant
Highway: Henderson Street Detour
When guardrail posts are placed in a finished surface, backfill the top 4 inches with an asphaltic
material, domed to carry water away from the posts or as shown on the plans. The furnishing
and installation of the asphaltic material backfill will not be paid for directly but sha11 be
considered subsidiary to this Item.
Item 542. Removing Metal Beam Guard Fence
Remove existing metal beam guard fence only when authorized.
General Notes Sheet G
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2004 Specifications
SPECIAL PROVISION
100---002
Preparing Right of Way
For this project, Item 100, "Preparing Right of Way," of the Standard Specifications, is hereby
amended with respect to the clauses cited below, and no other clauses or requirements of this
Item are waived or changed hereby.
Article 100.4. Payment. The second paragraph is voided and replaced by the following:
Total payment of this Item will not exceed 10% of the original contract amount until final
acceptance. The remainder wi11 be paid on the estimate after the final acceptance under Article
5.8, "Final Acceptance."
1-1 100---002
10-07
2004 Specifications
� , � . �; � �
132---007
Embankment
For this project, Item 132, `Bmbankment," of the Standard Specifications, is hereby amended
with respect to the clauses cited below, and no other clauses or requirements of this Item are
waived or changed hereby.
Article 132.3 Construction, Section D. Compaction Methods. The first paragraph, last
sentence, is replaced by the following:
- Compact embankments in accordance with Section 132.3.D.1, "Ordinary Compaction," or
Section 132.3.D2, "Density Control," as shown on the plans. Section 1323_D_3, "Density
Control by Computer-Generated (CG) Curve," may be used by the contractor as an option for
density control.
Article 132.3 Construcfion, Section D. Compaction Methods, is supplemented by the
following:
3. Density Control by Computer-Generated (CG) Curve. At the Contractor's discretion, a
CG curve may be used for density control_ The option to use a CG curve for density control
is not available for soils with a PI greater than 35; follow the requirements of
Section 132.3.D.2, "Density Control."
Compact each layer to the required density using equipment complying with Item 210,
"Rolling." Determine the maximum lift thickness based on the ability of the compacting
operation and equipment to meet the required density. Do not exceed layer thickness of 12 in.
loose or 10 in. compacted material, unless otherwise approved. Maintain a levellayer with
consistent thickness to ensure uniform compaction.
When using this method, provide CG field moisture-density curves and CG Tex-114-E
moisture-density curves based on the input parameters specified in Table 3 for each source
and type of material or when directed by the Engineer. The CG field dry density (D f�b) must
be greater than or equal to the CG Tex-114-E maximum dry density (Da��). The Engineer will
obtain independent soil samples and use Tex-114-E to determine the maximum dry density
(Da) and optimum moisture content (Wopt) each time a new curve is submitted. Provide
access to the computer program used to generate the curve, when directed.
1-3 132---007
03-12
Compi
Table 3
iter Generated Lab and Field Com action Curve In ut C
In ut Variables Test Method
Liquid Limit, % Tex-104-E
Plasticity index (PI), % Tex-106-E
Soil b adation Tex-110-E,
Tex-111-E
Soil classification Tex-142-E
Compaction roller brand, N/A
type, and model
Loose lift thickness, in. N/A
Use 2.65 for soil type SC.
Soil specific gravity Use 2.68 for soii type CL.
Use 2.69 for soil type CH.
riteria
Provide a compaction control report showing all input and output parameters and CG
compaction curves, including:
• CG Tex-114-E laboratory maximum dry density (Da��)
• CG Tex-114-E laboratory optimum moisture content (Wopt�b)
• CG field maximum dry density (D f��)
• CG field optimum moisture content (Wfopt��)
• Graph of CG laboratory and field compaction curves and the "Zero Air Voids Line"
• Minimum number of roller passes to achieve the required density and moisture content.
Meet the requirements for field maximum dry density (D f�g) and field optimum moisture
content (Wfopt��) specified in Table 4, unless otherwise shown on the plans_ Use only the
roller specified as an input parameter for the CG curve to meet density requirements.
Table 4
Fieid Densitv Control
Description
PI<15
15<PI<35
Tex-115-E
>_ 98% Df��
>_ 98% Df�� and < 102% Df�J
Moisture Content
> Wfopt�,
> W fopt�`
Each layer is subject to testing by the Engineer for density and moisture content. During
compaction, the moisture content of the soil should be above CG optimum moisture content
but should not exceed the value shown on the moisture-density curve, above optimum,
required to achieve 98% dry density.
When the CG field maximum dry density (Df�b) is not achieved, perform the following steps
in order:
• Verify that construction controls including lift soil properties, minimum number and
uniformity of compactor passes, lift thickness, and moisture content are correct.
• If needed, rework the lift with the corrected controls using the original CG curve.
• Generate a new CG field compaction curve based on actual in-place soil properties and
rework the 1ift.
2-3 132---007
03-12
• Rework the material using non-CG Tex-114-E moisture-density curve_
When required, remove sma11 areas of the layer to allow for density tests. Replace the
removed material and recompact at no additional expense to the Department. Proof-roll in
accordance with Item 216, "Proof Rolling," when shown on the plans ar as directed. Correct
soft spots as directed.
Arficle 132.3 Construction, Section E. Maintenance of Moisture and Reworking. The first
sentence is replaced by the following:
Maintain the density and moisture content once all requirements in Table 2 or 4 are met.
3-3 132---007
03-12
2004 Specifications
SPECIAL PROVISION
164---002
Seeding For Erosion Control
Item 164, "Seeding For Erosion Control," of the Standard Specifications, is hereby amended
with respect to the clauses cited below, and no other clauses or requirements of this Item are
waived or changed hereby.
Article 164.3. Construction. The following is added after the first sentence:
Use approved equipment to vertically track the seedbed as shown on the plans or as directed by
the Engineer.
1-1 164---002
08-07
2004 Specifications Yoakum, Corpus Christi, Pharr,
Ft. Worth and Tyler Districts
SPECIAL PROVISION
247---013
Flexible Base
For this project, Item 247, "Flexible Base," of the Standard Specifications, is hereby amended
with respect to the clauses cited below, and no other clauses or requirements of this Item are
waived or changed hereby.
Article 247.4. Construction is supplemented by the following:
F. Ride Quality. This section applies to the final travellanes that receive a 1 or 2 course surface
treatment for the final surface, unless otherwise shown on the plans.
Measure ride quality of the base course after placement of the prime coat and befare placement
of the surface treatment. Use a high speed or lightweight inertial profiler certified at the Texas
Transportation Institute. Provide the Engineer with equipment certification documentation.
Display a current decal on the equipment indicating the certification expiration date. Use a
certified profiler operator from the Construction Division's approved 1ist. When requested,
furnish the Engineer documentation for the person certified to operate the profiler.
Within 3 days after placement of the prime coat, provide all profile measurements to the
Engineer in electronic data files using the format specified in Tex-1001-5. The Engineer wi11 use
Department software to evaluate longitudinal profiles to determine areas requiring corrective
action. Correct 0.1-mi.sections having an average international roughness index (IRI) value
greater than 125.0 in. per mile to an IRI value of 125.0 in. per mile or less for each wheelpath,
unless otherwise shown on the plans.
Re-profile and correct sections that fail to maintain ride quality after placement of the prime coat,
as directed by the Engineer. Correct re-profiled sections until specification requirements are met
Perform this work at no additional expense to the Department.
Article 247.5. Measurement. Flexible Base (Roadway Delivery) is replaced by the following:
• Flexible Base (Roadway Delivery). The ton or any cubic yard method.
Article 247.6. Payment. B. Flexible Base (Roadway Delivery). The second sentence is
voided and replaced by the following:
Far cubic yard measurement, "In Vehicle", "In Stockpile", or "In Final Position" will be
specified.
1-1 247---013
04-06
2004 Specifications
SPECIAL PROVISION
340---003
Dense-Graded Hot-Mix Asphalt (Method)
For this project, Item 340, "Dense-Graded Hot-Mix Asphalt (Method)," of the Standard
Speciiications, is hereby amended with respect to the clauses cited below, and no other clauses
or requirements of this Item are waived or changed hereby.
Article 340.2. Materials, Section A. Aggregate, Section 2. RAP is voided and replaced by the
following:
2. RAP. RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement. Crush or
break RAP so that 100% of the particles pass the 2-in. sieve.
Use of Contractor-owned RAP including HMA plant waste is permitted, unless otherwise
noted in the plans. Department-owned RAP stockpiles are available for the Contractor's use
when the stockpile locations are shown on the plans. Department-owned RAP generated through
required work on the Contract is available for the Contractor's use when shown on the plans.
Perform any necessary tests to ensure Contractor or Department-owned RAP is appropriate for
use. Unless otherwise shown on the plans, the Department will not perform any tests or assume
any liability for the quality of the Department-owned RAP.
Fractionated RAP is defined as having 2 or more RAP stockpiles whereas the RAP is
divided into coarse and fine fractions. The coarse RAP stockpile will contain only material
retained by processing over a 3/8 in. screen or 1/2 in. screen unless otherwise approved. The fine
RAP stockpile will contain only material passing the 3/8 in. screen or 1/2 in. screen unless
otherwise approved. The Engineer may allow the Contractor to use an alternate to the 3/8 in.
screen or 1/2 in. screen to fractionate the RAP. The maximum percentages of fractionated RAP
may be comprised of coarse or fine fractionated RAP or the combination of both coarse and fine
fractionated RAP. Utilize a separate cold feed bin for each stockpile of fractionated RAP used.
Determine asphalt content and gradation of RAP stockpiles far mixture design purposes.
Perform other tests on RAP when shown on the plans. Unless otherwise shown on the plans, use
no more than 10% unfractionated RAP in surface mixtures and no more than 20% unfractionated
RAP in non-surface mixtures that are placed within 8 in. of the final riding surface. Use no more
than 30% unfractionated RAP in non-surface mixtures that are placed 8 in. or more from the
final riding surface. Unless otherwise shown on the plans, use no more than 20% fractionated
RAP in surface mixtures and no more than 30% fractionated RAP in non-surface mixtures that
are placed within 8 in. of the final riding surface_ Use no mare than 40% fractionated RAP in
non-surface mixtures that are placed 8 in. or more from the final riding surface_ "Surface"
mixtures are defined as mixtures that will be the final lift or riding surface of the pavement
structure."Non-Surface" mixtures are defined as mixtures that will be an intermediate or base
layer in the pavement structure. Do not use Department ar Contractor owned RAP contaminated
with dirt or other objectionable materials. Do not use Department or Contractor owned RAP if
1-2 340---003
O 1-09
2004 Specifications
� , ,.,� �
360---003
Concrete Pavement
For this project, Item 360, "Concrete Pavement," of the Standard Specifications, is hereby
amended with respect to the clauses cited below, and no other clauses or requirements of this
Item are waived or changed hereby.
Articie 360.3. Equipment, Section E. Curing Equipment. The third sentence is voided and
replaced by the following:
Provide curing equipment that is independent of all other equipment when required to meet the
requirements of Article 360.4.I, "Curing."
Article 360.4. Construction, Section H. Spreading and Finishing, Section 2. Maintenance of
Surface Moisture. The first and second sentences are voided and replaced by the following:
Prevent surface drying of the pavement before application of the curing system by means that
may include water fogging, the use of wind screens and the use of evaporation retardants.
Arficle 360. 4. Construction, Section I. Curing. The first sentence is voided and replaced by
the following:
Keep the concrete pavement surface from drying as described in Section 360.4.H.2,
"Maintenance of Surface Moisture," until the curing material has been applied.
Article 360. 4. Construction, Section I. Curing, Secfion l. Membrane Curing. The first
paragraph is voided and replaced by the following:
Spray the concrete surface uniformly with 2 coats of inembrane curing compound at an
individual application rate of not more than 180 sq. ft. per gallon. Do not allow the concrete
surface to dry befare applying the curing compound. Use a towel or absorptive fabric to remove
any standing pools of bleed water that may be present on the surface before applying the curing
compound. Apply the first coat within 10 min. after completing texturing operations. Apply the
second coat within 30 min. after completing texturing operations.
1-1 3 60---003
01-06
2004 Specifications
SPECIAL PROVISION
464---006
Reinforced Concrete Pipe
For this project, Item 464, "Reinforced Concrete Pipe," of the Standard Specifications, is hereby
amended with respect to the clauses cited below, and no other clauses or requirements of this
Item are waived or changed hereby.
Article 464.2. Materials, Section A. Fabrication is voided and replaced by the following:
Fabrication plants must be approved by the Construction Division in accordance with
DMS-7310, "Reinforced Concrete Pipe and Machine-Made Precast Concrete Box Culvert
Fabrication and Plant Qualification," before furnishing precast reinforced concrete pipe for
Department projects. The Construction Division maintains a list of approved reinforced concrete
pipe plants.
Furnish material and fabricate reinforced concrete pipe in accordance with DMS-7310,
"Reinforced Concrete Pipe and Machine-Made Precast Concrete Box Culvert Fabrication and
Plant Qualification."
Article 464.2. Materials, Section B. Design, 1. General. Table 2 is voided and replaced by the
following:
Table 2
Arch Pi e
Design Size Equivalent Rise (in.) Span (in.)
Diameter (in.)
1 18 13-1/2 22
2 21 15-1/2 26
3 24 18 28-1/2
4 30 22-1/2 36-1/4
5 36 26-5/8 43-3/4
6 42 31-5/16 51-1/8
7 48 36 58-1/2
8 54 40 65
9 60 45 73
10 72 54 88
Article 464.2 Materials, Secfion C. Physical Test Requirements is voided and not replaced.
1-2 464---006
04-12
2004 Specifications
SPECIAL PROVISION
465---001
Manholes and Inlets
For this project, Item 465, "Manholes and Inlets," of the Standard Specifications, is hereby
amended with respect to the clauses cited below, and no other clauses or requirements of this
Item are waived or changed hereby.
Article 465.2, Materials. The second paragraph is voided and replaced by the following:
Precast manholes, inlets, risers, and appurtenances are acceptable unless otherwise shown.
Alternate designs for precast items must be acceptable to the Engineer and must conform to
functional dimensions and dimensions for plan wall, slab and edge beam thicknesses, and
reinforcing steel areas. Alternate designs must be designed and sealed by a licensed professional
engineer.
1-1 465---001
04-06
2004 Specifications For Routine Maintenance Contracts Only
Fort Worth District
_ SPECIAL PROVISION
502---011
Barricades, Signs and Traffic Handling
For this project, Item 502, "Barricades, Signs and Traffic Handling," of the Standard
Specifications, is hereby amended with respect to the clauses cited below, and no other clauses
or requirements of this Item are waived or changed hereby.
_ Article 502.2. Construction is supplemented by the the following:
For this project, the type of Traffic Control Plan (TCP) provided wi11 be as shown below and in
the applicable plan sheets and in the General Notes and Specification Data Sheet(s).
Perform all lane closures as required, as necessary or as directed to complete the work.
Type Descripfion
1 Main lane or frontage road closures, may include entrance and exit
ramps consisting of 1 lane.
2 Main lane or frontage road closures, may include entrance and exit
ramps consisting of 2lanes.
3 Main lane or frontage road closures, may include entrance and exit
ramps consisting of 3 lanes.
4. Off-Duty Police Officer with approved vehicle.
An Off-Duty Police Officer must be present for all work requiring lane closures to be done at
night between the hours of 8:00 p.m. and 5:00 a.m. Closures will not be allowed on designated
roadways during special events at the Texas Motor Speedway or as determined by the Engineer.
Article 502.3. Measurement is voided and replaced by the following:
502.3. Measurement. This Item will be measured as follows:
Type 1 Lane Closure wi11 be measured by the each_
Type 2 Lane Closure will be measured by the each.
Type 3 Lane Closure will be measured by the each.
Type 4 Off-Duty Police Officer with approved vehicle will be measured by the hour.
Article 502.4. Payment is voided and replaced by the following:
502.4. Payment. The work performed and materials furnished in accordance with this Item and
measured as provided under "Measurement" wi11 be paid at the unit price bid for
1-2 502---011
03-OS
2004 Specifications
SPECIAL PROVISION
502---033
Sarricades, Signs, and Traffic Handling
For this project, Item 502, `Barricades, Signs, and Traffic Handling," of the Standard
Specifications, is hereby amended with respect to the clauses cited below, and no other clauses
or requirements of this Item are waived or changed hereby.
Article 502.4. Payment, Section C. Maximum Total Payment Prior to Acceptance is voided
and replaced by the following:
C. Maximum Total Payment Prior to Acceptance. The total payment for this Item will not
exceed 10% of the total Contract amount before final acceptance in accordance with Article 5.8,
"Final Acceptance." The remaining balance will be paid in accordance with Section 502.4.E,
"Balance Due."
1-1
502---033
10-07
2004 Specifications
SPECIAL PROVISION
512---002
Portable Concrete Traffic Barrier
For this project, Item 512, "Portable Concrete Traffic Barrier," of the Standard Specifications, is
hereby amended with respect to the clauses cited below, and no other clauses or requirements of
this Item are waived or changed hereby.
Article 512.2. Materials. The first paragraph is supplemented by the following:
For precast concrete traffic barrier,
• Furnish the class of concrete shown on the plans. Air-entrained concrete will not be
required, unless otherwise shown on the plans.
• Use a minimum of 25% Class F fly ash with mix design Option 1 from Section 421.4.A.6,
"Mix Design Options."
• Do not use mix design Options 6, 7, or 8 from Section 421.4.A.6., "Mix Design Options."
Article 512.3. Construction. The second sentence of the first paragraph is voided and replaced
by the following:
Multi-project fabrication plants as defined in Item 424, "Precast Concrete Structures
(Fabrication)" that produce concrete traffic barrier, except temporary barrier furnished and
retained by the Contractor, must be approved in accordance with DMS-7350, "Qualification
Procedure for Multi-Project Fabrication Plants of Precast Concrete Traffic Barrier."
1-1 512---002
06-09
2004 Specifications
SPECIAL PROVISION
530---006
Intersections, Driveways, and Turnouts
For this project, Item 530, "Intersections, Driveways, and Turnouts," of the Standard
Specifications, is hereby amended with respect to the clauses cited below, and no other clauses
or requirements of this Item are waived or changed hereby_
Article 530.5. Payment. The first paragraph is voided and replaced by the following:
The work performed and materials furnished in accordance with this Item and measured as
provided under "Measurement" will be paid for at the unit price bid for "Intersections,"
"Driveways," "Turnouts," "Intersections, Driveways, and Turnouts," or "Driveways and
Turnouts" of the surface specified.
1-1 530---006
08-12
2004 Specifications
' , � ' : ��i.y [�]►1
540---031
Metai Beam Guard Fence
For this project, Item 540, "Metal Beam Guard Fence," of the Standard Specifications, is hereby
amended with respect to the clauses cited below, and no other clauses or requirements of this
Item are waived or changed hereby.
Article 540.2. Materials, Section A. Metal Beam Rail Elements. The first paragraph is replaced
by the following:
Furnish new metal beam rail elements for rai1, terminal anchor sections, transitions and
downstream anchor terminal that meet the requirements of Table 1.
The third paragraph is replaced by the following:
Furnish metal beam rail elements from a manufacturer on the Department's approved Material
Producer List, entitled "Metal Beam Guard Fence Rai1 Element Manufacturers."
Article 540.2. Materials, Section B. Posts, Section 2. Steel Posts is voided and replaced by the
following:
2. Steel Posts. Provide rolled sections conforming to the material requirements of ASTM A 36.
Drill or punch posts_for standard rail attachment as shown on the plans. Galvanize in
accordance with Item 445, "Galvanizing_" Low fill culvert posts may be fabricated as
galvanized "blanks" with the hole to accept the rail and the final height field fabricated. Treat
all exposed post surfaces caused by the field fabrication in accordance with Section 445.3.D.
"Repairs."
Article 540.2. Materials, Section B. Posts, Table 1, Rail Element Requirements. The section
entitled "Markings" is voided and replaced by the following:
Markings Permanently mark each metal beam rail element with the information required
---- in AASHTO M 180. Permanently mark all curved sections of inetal beam rail
element, in addition, with the radius of the curved section in the format
"R=xx ft." These additional markings (die-imprinted) must be on the back of
the metal beam rail section away from traffic and visible after erection.
1-4 540---031
. 07-12
H. Long Span System. The price bid for "Metal Beam Guard Fence (Long Span System)" is
full compensation for furnishing the rail element, controlled release terminal (CRT) posts,
materials, hauling, erection, blocks, driving posts, excavating, backfilling, equipment, labor,
tools, and incidentals.
4-4 540---031
07-12
2004 Specifications
SPECIAL PROVISION
544---001
Guardrail End Treatments
For this project, Item 544, "Guardrail End Treatments," of the Standard Specifications, is hereby
amended with respect to the clauses cited below, and no other clauses or requirements of this
Item are waived or changed hereby.
Article 544.5 Payment. The first sentence is voided and replaced by the following:
The wark performed and the materials furnished in accordance with this Item and measured as
provided for under "Measurement" will be paid for at the unit price bid for "Guardrail End
Treatment (Install,)" of the post and type specified where applicable, "Guardrail End Treatment
(Move and Reset), or "Guardrail End Treatment (Remove)."
1-1 544---001
10-04
2004 Specifications
SPECIAL PROVISION
620---001
Electrical Conductors
For this project, Item 620, "Electrical Conductors," of the Standard Specifications, is hereby
amended with respect to the clauses cited below, and no other clauses or requirements of this
Item are waived or changed hereby.
Article 620.2 Materials. The fourth and fifth paragraphs are void and replaced by the
following:
Use white insulation for grounded (neutral) conductors, except that grounded conductors
AWG No. 4 and larger may be black with white tape marking at every accessible location. Do
not use white insulation or marking for any other conductor except control wiring specifically
shown on the plans.
Ensure that insulated grounding conductors are green except that insulated grounding conductors
AWG No. 4 and larger may be black with green tape marking at every accessible location. Do
not use green insulation or marking for any other conductor except control wiring specifically
shown on the plans.
1-1
620---001
09-04
2004 Specifications Paris, Wichita Falls, Abilene, Waco, Luflcin, Houston,
Yoakum, Austin, Corpus Christi, Bryan, Beaumont, Laredo,
Atlanta, San Angelo, and Fort Worth
SPECIAL PROVISION
672---032
Raised Pavement Markers
For this project, Item 672, "Raised Pavement Markers," of the Standard Specifications, is hereby
amended with respect to the clauses cited below, and no other clauses or requirements of this
Item are waived or changed hereby_
Article 672.2. Materials, Section B. Adhesives is supplemented by the following:
• A flexible marker adhesive with the adhesive properties shown in DMS-6130, plus ductility
(AASHTO T51) at 77° F and 5 cm/min. of 15 cm or greater, and a passing flexibility test
- (ASTM D 3111, 1 in. mandrel, 90°, 10 sec_).
� The contractor may propose alternate adhesive materials for consideration and approval by
the Engineer.
Article 672.3. Construction. The sixth paragraph is voided and replaced by the following:
Use the following adhesive materials for placement jiggle bar tile, reflectorized pavement
markers, and traffic buttons unless otherwise shown on the plans:
• standard or flexible bituminous adhesive for applications on bituminous pavements.
• epoxy adhesive or flexible bituminous adhesive for applications on hydraulic cement
concrete pavements.
Use epoxy adhesive for plowable reflectorized pavement markers.
Articie 672.3. Construction is supplemented by the following:
Provide a 30-day performance period that begins the day following written acceptance for each
separate location. The date of written acceptance will be the last calendar day of each month for
the RPMs installed that month for the completed separate project locations. This written
acceptance does not constitute final acceptance.
Replace a11 missing, broken ar non-reflective RPMs. Visual evaluations wi11 be used for these
determinations. Upon request, the Engineer will allow a Contractor representative to accompany
the Engineer on these evaluations.
The Engineer may exclude RPMs from the replacement provisions of the performance, provided
the Engineer determines that the failure is a result of causes other than defective material or
inadequate installation procedures. Examples of outside causes are extreme wear at
intersections, damage by snow or ice removal, and pavement failure.
1-3 672---032
07-08
Replace all missing or non-reflective RPMs identified during the performance period within 30
days after notification. The end of the performance period does not relieve the Contractor from
the performance deficiencies requiring corrective action identified during the performance
period.
Arficle 672.5. Payment is supplemented by the following:
No additional payment will be made for replacement of RPMs failing to meet the performance
requirements.
2-3 672---032
07-08
RPMs INSTALLATION RECORD
The 30 day performance period begins the day after written acceptance for each separate
location. The date of written acceptance will be the last calendar day of each month for the
RPMs installed that month for the completed separate project locations.
COUNTY CONTROL �IMITS FROM MONTH/YR
HIGHWAY PROJECT LIMITS TO OF INSTALLATION
Contractor signature
Department signature
Date
Date
3-3 672---032
07-08
2004 Specifications
� , , . �; �;
672---034
Raised Pavement Markers
For this project, Item 672, "Raised Pavement Markers," of the Standard Specifications, is hereby
amended with respect to the clauses cited below, and no other clauses or requirements of this
Item are waived or changed hereby.
Article 672.2. Materials, Section B. Adhesives is supplemented by the following:
• The Contractor may propose alternate adhesive materials for consideration and approval by
the Engineer.
Article 672.3. Construction. The sixth paragraph is voided and replaced by the following:
Use the following adhesive materials for placement jiggle bar tile, reflectorized pavement
markers, and traffic buttons unless otherwise shown on the plans:
• standard ar flexible bituminous adhesive for applications on bituminous pavements_
• epoxy adhesive or flexible bituminous adhesive for applications on hydraulic cement
concrete pavements.
Use epoxy adhesive for plowable reflectorized pavement markers.
Article 672.3. Construction is supplemented by the following:
Provide a 30-day performance period that begins the day following written acceptance for each
separate location. The date of written acceptance will be the last calendar day of each month far
the RPMs installed that month far the completed separate project locations. This written
acceptance does not constitute final acceptance.
Replace all missing, broken or non-reflective RPMs. Visual evaluations will be used for these
determinations. Upon request, the Engineer will allow a Contractor representative to accompany
the Engineer on these evaluations.
The Engineer may exclude RPMs from the replacement provisions of the performance, provided
the Engineer determines that the failure is a result of causes other than defective material or
inadequate installation procedures. Examples of outside causes are extreme wear at
intersections, damage by snow or ice removal, and pavement failure.
Replace all missing or non-reflective RPMs identified during the performance period within 30
days after notification. The end of the performance period does not relieve the Contractor from
the performance deficiencies requiring corrective action identified during the performance
period.
1-3 672---034
08-08
Article 672.5. Payment is supplemented by the following:
No additional payment will be made for replacement of RPMs failing to meet the performance
requirements.
2-3 672---034
08-08
RPMs INSTALLATION RECORD
The 30 day performance period begins the day after written acceptance for each separate
location. The date of written acceptance will be the last calendar day of each month for the
RPMs installed that month for the completed separate project locations.
COUNTY CONTROL LIMITS FROM MONTH/YR
HIGHWAY PROJECT LIMITS TO OF INSTALLATION
Contractor signature
Department signature
Date
Date
3-3 672---034
08-08
�
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APPENDIX
C
C.
APPENDIX
GG6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
CITY OF FORT WORTH Henderson Strcct (S.H199) DeYow
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 00144
Rcvised July 1, 2011
�i� � � . , � • � ., ; .
. � . , , , .
�, � . � .
CITY OF FORT WORTH Henderson Street (S.H.199) Detour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00144
Revised July 1, ZOl I
, _ ATTACHMENTIA
'� Page 1 of 5
FORT WORTH City of Fort Worth
MBE Subcontractors/Suppliers Utilization Form
�
PRIME COMPANY NAME: � Check applicable block to describe prime
JLB Contracting, LLC
PROJECT NAME: M/W/DBE X IVON-MNV/DBE
Henderson St Detour BID DATE
November 1, 2012
City's MBE Project Goal: Prime's MBE Project Utilization: PROJECT NUMBER
00144
16% 17.73%
Identify all subcontrac#ors/suppliers you wil! use on this project
IFailure to complete this form, in its entirety with requested documentation, and received by the Managing
IDepartment on or before 5:00 p.m. five (5} City business days after bid opening, exclusive of bid opening date,
�I,will result in the bid being considered non-responsive to bid specifications.
I,The undersigned Offeror agrees to enter into a formal agreement with the M/WBE 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
Ibid 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
biei. Marketplace is the geographic area of Tarrant Dallas Denton Johnson Parker and Wise counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 15t tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL MBEs MUST BE CERTIFIED BE�ORE CONTRACT AWARD.
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i
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Cert�cation means those firms, located within the Marke#place, that have been determined to be bonafide 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.
�
11-01-12 PO?:4? ;
ATTACHMENTIA
Page 2 of 5
FORT WORTH
�
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-M/WBEs. �
MBE firms are to be listed first, use additional sheets if necessary_ If a subcontractor/supplier is identfied 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.
Certification N Detail Detail
(chedc one) o Subcontracting Work Supplies Purchased Dollar Amount
SUBCONTRACTOR/SUPPLIER T n
Company Name i
Address e M W S M
Telephone/Fax � B B B W
E E E B
E
Atco Construction, Inc. 1 X Haul HMAC to $32,438
119 Conona Ct project
Fort Worth, TX 76108
817-448-8007
817-448-8256
Green Scaping 1 X Fencing & $62,069
2401 Handley Ederville Hydromulch/
Fort Worth, TX 76118 Seeding
817-571-9299
817-577-9331
J-R Transport 1 X Haul base to $111,594
721 111 th St, project
Arlington, TX 76011
817-635-0600
Klutz Construction, LLC 1 X Water, Storm & $136,064
PO Box 100263 Inlets
Fort Worth, TX 76185
817-921-0990
817-921-0990
Cross Roads, LP 1 X Barricades Water Filled $76,804
5012 David Strickland Barrier
Fort Worth, TX 76119
817-634-0044
817-634-0048
Herter Enterprises 1 X Excavation $186,636
773 CR 619, Mountain
Home, Ar. 72653
817-239-3354
870-425-265 9
11-01-12 P01:42 li`!
�r FORT�WpOR�TH
�
ATTACHMENT 1A
Page 3 of 5
I Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-M/WBEs. �
� MBE firms are to be listed first, use additional sheets if necessary. If a subcontractodsupplier is identified as an SBE, please attach a
� copy of the firm's SBE certification if they have not previously registered with the City's MNVBE Office, which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Certification N Detail Detail
(chedc one) ° Subcontracting Work Supplies Purchased Dollar Amount
SUBCONTRACTOWSUPPLIER T n
Company Name i
Address e M W S M
Telephone/Fax � B B B W
E E E B
E
Southern Star 1 X Redi Mix $23,899
8500 Freeport Pkwy
Irving, TX 75063
972-621-0999
214-277-7977
Durable Specialties, Inc 1 X Lighting & Signals $72,000
PO Box 535969
Garnd Prairie, TX 75053
972-296-6324
972-780-7411
Action Services 1 X Pavement $40,753
PO Box 850 Markings
Rockwall, TX 75087
972-771-3832
972-771-6525
Southern Asphalt 1 X Liquid Asphalt $237,461
3632 Lawnwood Street
Fort Worth, TX 76111
TXI 1 X Aggregate for $39,357
1341 West Mockingbird HMAC
Dallas, TX 75247-6913
972-647-6913
972-647-3785
L
C
11-01-12 P01 �� -
� ' FOKT WORTH
_ �
Sunset Logistics
7200 Midway Road Fort
Worth, TX 76118
817-589-7063
X Haul raw material
for HMAC
ATTACHMENTIA
Page 4 of 5
$59,295
Total Dollar Amount of MBE Subcontractors/Suppliers $342,165
Total DollarAmount of Non-MBE Subcontractors/Suppliers $671,405
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLlERS $1,013,570
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approvall
of the Minority and Women Business Enterprise Office through the submittal of a Requesf for Approval ot�
Change/�Iddition. Any unjustified change or deletion shall be a material breach of contract and may result inl
debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailedl
explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detaill
explanation is not submitted, it will affect the final compliance determination. I
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 submitted with MBEs. The Offeror atso 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 subconiractors/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
terminafing 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 debarrment from participating in City work for a period of time not less than one (1) year.
�.
c�� %� i� � , 9y�--�
Author ed Signature
Chief Executive Officer
JLB Contracting, LLC
Company Name
PO Box 24131
Address
Fort Worth, Texas
City/State2ip
James G Humphrey
Printed Signature
Corrtact NamelTitle {if different)
817-261-2991
Telephone and/or Faz
E-mail Address
November 1, 2012
Date
� . ��' /: '� .� •. / � .
1 ♦ ,'; ♦ � ♦ <
C1TY OF FORT WORTH Henderson Street (S.H.199) DeCour
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00144
Revised July 1, 201 l
Crty of Fort Worth, Texas
. � . � � � - �
�
COUIVCI� ACT[4N: Approved on 7/8120U8
�� - �-�
DATE: Tuesday, July 08, 2008
L4G NAME: 30WAGE RA�"ES REFERENCE No.; �*G-'3619i}
SUBJECT:
Adopt 2008 Prevail'mg Wage Rates far City-Awarded Public-Works Projeets
rs^a�^ sryrx'a-¢�ac�s '++�^+^�vr✓ '
RECOMltItENDATION:
I� is recommended #hat the City Council adap# the attached 2�08 Prevailing Wage Rates for City-awarded
pubiic warks prajects.
DfSCt3SSION:
Texas Governmeni Code Chapter 2258 requires tha# a pubiic body awarding a car�#ract for public works
shall determine the general prevai(ing rate ofi per diem wages for each craft or type o# worker needed fo
execute the contract, and shall specify ln the bid documen#s and in ihe contracfi #he prevailing wage rates in
that lacality.
Each year The Quain Chapter of the Associated Genera! Contractors, in conj�nc�ion wi#h the Ass�ciation of
Buiiders and Contrac#ors (ABC} and the American Sub-Coniractors Assaciatian (ASA}, conducts a wage
rate survey for North Texas construction. The attached Zfl08 Prevailing Wage Rate data was compiled from
tha# sunrey.
FCSCAL IN�ORMATtON/CERT[�tCAT1Ui�:
The Finance Direc#or certifes that this ac�ian will have no materia! effeci on City funds.
TO Fund/Accaun�ICenters
FROM Fund/AccountlCenters
Submitted for Citv Manaqer's Office b}L
Oripinaiin De arp tment Head:
Farnando Costa {8476)
A. Douglas Radema�er {6157)
Additionai lnfarmation Confacfi: Eric Bundy (7598}
HEAVY & HIGHWAY C�NSTRUCTI�N
PREVAYLING WAGE RATES 2008
Air Tooi Operator
A�hait Dis�ributor Operator
Asphalt Pavis�g Machine Operator
Asphalt Raker
Asphalt Shaveler
Batching Plant Weigher
Broom or S�veeper Operator
Bulldozer O�erator
Carpenter
Cancrete �inzsher, T�3YIF2g
Concrete Finisher, Sizuciures
Concrete Paving Curbing Machine Ope�-ator
Concrete Paving Finishing Mac?�ine Operator
Cox�crete Paving 3oint Sealer Operator
Concrete paving Saw Operator
Concrete Paving Spreader Operator
Concrete Rubher
Crane Clamshell, Backhoe, Derrick, Dz-agline, Shovel �
Etectrician
Flag�er
Porm BuilderlSeiter, Structures
Forrn Seiter, Paving & Curb
Foundatian Dril] (�perator, Crawler Mounted
Foundation Drill Operator, Truck Mounted
Fro.it End Loader Operator
Lahorer, Common
Laborer, Utility
Mechanic
MilIing Machine Operator, Fine Grade
Mixer Operator
Motor Grader Operator, Fine Grade
Motor Grader Operator, Rough
Oiler
Painter, Structures
Pavement Markin� Machine Operator
Reinforcing Steel Setter, Paving
Reinforcing Steel Setter, Structure
Roiier Operator. P�leumatic, Seif-Prapetled
Roller 4perator, S*eel Wheel, Flat WheeUTampin�
Rolier Operator, Steei Wheel, Piant Mix Pavement
Scraper �perator
Servicer
SIip Form Machine Operator
Sfareader Box Operator
Tractar Operator, Crawier Type
Tractor Operator, Pneuznatic
Travel'zng A�ixer Operator
Truck Driver, Lovvbay-�laat
Tr�ek Driver, SingIe Axle, �Ieavy
Track I�river, Sin�le Axle, Light
Truck Driver, Tandem Axle, Semi-1'railer
Truck Driver, Transit-Mix
Wagon Drsil, Boring Machine, Post Hole DriIIer O
Welder
Work Zone Barricade Servicer
$i�.06
$13.99
$ I2.78
$11A1
$ 8.84
$14.15
$ 9.88
� 13.22
$I2.8t?
$12.85
$13.27
$12.fl0
$ i 3.63
$12.50
$13.56
$14.54
$14.6I
$14.i2
$l$.l2
� 3.43
$1 t.�3
$i I.83
$13.67
$ib30
$12.62
$ 9.i8
$14.65
$ I 6.97
� I i.83
� i 1.58
$I 5.20
$ i 4.50
$I4.98
$13.17
� 10.04
$Ii.04
$14.86
$16.29
$1 L�7
$ I 0.92
$i 1 �8
$11.42
$ I 2.32
$i233
$ 3 0.92
$12.b0
$ i2.91
$ f 2.fl3
$1493
$11.47
$IQ.9?
$11.75
$ I 2.08
$14.00
$]3.57
$ i 0.09
00 42 43
BID PROPOSAL
Pagc 1 of3
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Informadon Bidde�s Proposal
Bidlist Descriprion W/ COFW SPEC COFW Spec Standazds No. T�OT Unit of B�d Unit Price Bid Value
Item No. Item Meas�ue Quanrity
Base Bid: Henderson Detour and Signal Improvemenu
0135.0101 Railroad Coordination 0135 13 LA 1 $ 2,100.00 $2,100.00
0135.0102 Railroad Flagmen Ol 35 13 WD 15 $1,250.00 $18,750.00
0241.0100 Remove Sidewaik 02 41 13 104 SF 294 $ 3.20 $940.80
0241.0401 Remove Concrete Drive 02 41 13 104 SF 1350 $ 3.2a $4,320.00
0241.0550 Remove Guardrail 02 41 13 542 LF 469 $ 4.26 $1,997.94
0241.1000 Remove Conc Pvmt 02 41 15 104 SY 20 $ 4.14 $82.80
0241.1100 Remove Asphalt Pvmt 02 41 15 105 SY 10629 5 3.20 $34,012.80
0241.1102 6" Pressure Plug 02 4114 EA 1 $ 535.00 $535.00
0241.1300 Remove Conc Curb&Gutter 02 41 15 104 LF 985 $ 2.15 $2,117.75
0241.1302 Salvage 6" Water Valve (Relocate) 02 41 14 EA 1 $ 2,610.00 $2,610.00
0241.1510 Salvage Fire Hydrent (Relocate) 02 41 14 2053 EA 1 $ 2,665.00 $2,665.00
26053014 2" CONDT RM (RISER) 26 OS 33 618 LF 20 $ 20.00 $400.00
2605.3021 3" CONDT PVC SCH 40 (T) 26 OS 33 618 LF 15 $ 10.65 $159.75
26053022 3" CONDT PVC SCH 40 (B) 26 OS 33 618 LF 235 $ 19.20 $4,512.00
2605.3024 3" CONDT RM (RISER) 26 OS 33 618 LF 20 $ 21.50 $430.00
3110.0101 SiteCiearing 313000 100 LS 1 $ 73,500.00 $73,500.00
3123.0101 Unclassified Excavation 31 23 16 110 CY 1205 $ 9.84 $11,857.20
3123.0102 Fill (Borrow) 3123 23 132 CY 9835 $ 7.69 $75,631.15
3124.0101 Embankment 312400 132 CY 1205 $ 7.53 $9,073.65
3125.0101 SWPPP >_ 1 acre 31 25 00 506 LS 1 $ 10,000.00 $10,000.00
3201.0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 32 Ol 17 SY 120 $ 52.19 $6,262.80
3211.0312 6" Flex Base, Type D, GR-1 (Parking Lot Reconstrudion) 32 1123 247 SY 1239 $ 7.00 $8,673.00
3211.0313 8" Flex Base, Type D, GR-1 32 il 23 247 SY 2978 $ 8.58 $25,551.24
3212.0302 2" Asphalt PvmtType D(Henderson Signal) 32 12 16 340 SY 50 $ 22.04 $1,102.00
3212.0302 2" Asphalt PvmtType D(Parking Lot Reconstruction) 32 12 16 340 SY 1,239 $ 9.70 $12,018.30
3212.0302 2" Asphalt Pvmt Type D(Side Streets) 32 12 16 340 SY 2,699 $ 9.61 525,937.39
3212.0303 2" Asphalt Pvmt Type D(Henderson Detour Road) 32 12 16 340 SY 13,532 $ 13.18 $179,669.76
3212.0304 4" Asphalt Pvmt Type D(Henderson Signal) 32 12 16 340 SY 30 $ 43.30 $1,299.00
3212.0501 4" Asphalt Base Type B(Henderson Detour Road) 32 12 16 340 SY 13,632 $ 17.51 5238,696.32
3212.0501 4" Asphalt Base Type B(Parking Lot Reconstruction) 32 12 16 340 SY 1239 $ 19.09 $23,652.51
3212.0501 4" Asphalt Base Type B(Side Streets) 32 12 16 340 SY 2699 $ 17.97 548,501.03
3212.0501 4" Asphalt Pvmt Type B(Henderson Signal) 32 12 16 340 SY 50 $ 30.40 $1,520.00
3213.0203 8" Conc Pvmt HES 32 13 13 360 SY 30 $ 90.00 $2,700.00
3213.0301 4" Conc Sidewalk 32 13 20 531 SF 450 $ 5.08 $2,286.00
3213.0401 6" Concrete Driveway 32 13 20 530 SF 3005 $ 5.09 $15,295.45
3216.0101 6" Conc Curb and Gutter 32 16 13 529 LF 2735 $ 20.65 556,477.75
3217.0001 4" SLD Pvmt Marking HAS (W) 32 17 23 666 LF 2420 $ 1.07 52,589.40
3217.0002 4" SLD Pvmt Marking HAS (Y) 32 17 23 666 LF 3925 S 1.07 54,199.75
3217.0003 4" BRK Pvmt Marking HAS (W) 32 17 23 666 LF 50 $ 1.07 $53.50
3217.0201 8" SLD Pvmt Marking HAS (W) 32 17 23 666 LF 500 $ 1.60 $800.00
3217.0301 12" SLD Pvmt Marking HAE (W) 32 17 23 666 LF 245 $ 2.95 $722.75
3217.0501 24" SLD Pvmt Marking HAE (W) 32 17 23 666 LF 270 $ 6.40 $1,728.00
3217.1001 Lane Legend RR 32 17 23 666 EA 4 $ 480.00 $1,920.00
3217.2102 REFL Raised Marker 7Y I-C 32 17 23 672 EA 58 $ 3.75 5217.50
3217.2103 REFL Raised Marker TY II-A-A 32 17 23 672 EA 30 $ 3.75 $112.50
3217.2104 REFL Raised Marker N II-C-R 32 17 23 672 EA 13 $ 3.75 $48.75
3217.4301 Remove 4" Pvmt Marking (Work Zone) 32 17 23 677 LF 17,490 $ 133 $23,261.70
3217.4306 Remove 24" Pvmt Marking 32 17 23 677 LF 110 $ 430 $473.00
3231.0115 10` Chain Link, Steel 32 31 13 550 LF 360 $ 39.50 $14,220.00
3231.0304 10' Gate, Steel (Width varies 19' to 74') 32 3126 552 EA 4 $ 11,100.00 $44,400.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION $PECIFICATION DOC[JMENTS
Focm Rcviscd 20120120 Addcnd� No I Bid Proposal Nendcrson StrcM Dctow (JLB Bid).�Is
0o az as
B1D PROPOSAL
Pagc 2 of 3
SECTION 00 42 43
PROPOSAL FORM
«�\� � � ',► i � �.
Bidder's AppIication
Project Item Information Bidder's Proposal
Bidlist p��prion W/ COFW SPEC COFW Spec Standazds No. T�OT Unit of $�d Unit Price Bid Value
I[em No. I�em Measure Quantity
3291.0100 Topsoii 32 91 19 160 GY 862 $ 11.65 $10,042.30
3292.0400 Seeding, Hydromuich 32 92 13 164 SY 7,765 $ 0.99 $7,687.35
3305.0105 InietAdjustment 330514 465 EA 1 $ 3,100.00 $3,100.00
3305.0107 Manhole Adjustment, Minor 33 OS 14 5779 EA 1 $ 530.00 $530.00
3305.01Q8 Miscellaneous Structure Adjustment 33 0514 EA 1 $ 2,560.00 $2,560.00
3305.0109 Trench Safety 33 0514 402 LF 495 $ 2.15 $1,064.25
3305.0111 Valve Box Adjustment 33 OS 14 5457 EA 2 $ 310.00 $620.00
3305.0111 Vault Box Adjustment (for 54" Waterline) 33 OS 14 EA 1 $ 2,400.00 $2,400.00
3305.1001 12" Casing By Open Cut 33 OS 22 2027 LF 10 $ 170.00 $1,700.00
3305.1002 16" Casing By Open Cut 33 OS 22 2027 LF 10 $ 205.00 $2,050.00
3311.0161 6" PVC Water Pipe 33 11 12 LF 10 $ 95.00 $950.00
3311.0461 12" PVC Water Pipe 33 11 12 LF 4o $ 130.00 $5,200.00
3312.0105 Connection to Existing 12" Water Main 3312 25 EA 1 $ 2,665.00 $2,665.00
3312.2001 1" Water Service, Meter Relocation 33 12 10 EA 2 $ 3,625.00 $7,250.00
3312.2003 1" Water Service 33 12 10 EA 2 $ 1,810.00 $3,620.00
3341.�302 30" RCP, Class 111 33 4110 464 LF 231 $ 116.00 $26,796.00
3341.0409 48" RCP, Class III 33 41 10 464 LF 244 $ 220.00 $53,680.00
3349.7001 4' Drop Inlet 33 49 20 464 EA 1 $ 4,155.00 $4,155.00
3441.1001 3-Sect Signal Head Assmbly 34 4110 682 EA 12 $ 960.00 $11,520.00
3441.1002 4-Sect Signai Head Assmbly 34 41 10 682 EA 2 $ 1,280.00 $2,560.00
3441.1011 Ped Signal Head Assmbiy 34 4110 8260 EA 2 $ 695.00 $1,390.00
3441.1021 2" Ped Push BTN Station w/ Sign (Sig Polej 34 4110 688 EA 1 $ 270.00 $270_00
3441.1022 2" Ped Push BTN Station w/ Sign (Ped Poie) 34 41 10 688 EA 1 $ 270.00 $270.00
3441.1206 Install VIVDS 34 4110 6266 EA 2 $ 745.00 $1,490.00
3441.1310 4JC14AWGMuIti-ConductorCable 344110 684 LF 20 $ 2.15 $43.00
3441.1313 8/C 14 AWG Multi-Conductor Cable 3441 10 684 LF 400 $ 2.15 $860.00
3441.1315 20/C 14 AWG Multi-Conductor Cable 34 41 10 684 LF 245 $ 3.20 $784,00
3441.1403 NO 6 Triplex OH insulated Elec Condr 34 41 10 620 LF 170 $ 3Z0 $544.00
3441.1414 NO 8 Bare Elec Condr 34 4110 620 LF 420 $ 1.10 $462.00
3441.1503 Ground Box, large, w/ Lid Apron 34 41 10 624 EA 2 $ 855.00 $1,71D.00
3441.2001 Salvage Traffic Signal 3441 13 6007 EA 1 $ 2,665.00 $2,665.00
3441.3102 200W HPS PC Lighting Fixture 34 4120 610 EA 1 $ 535.00 $535.00
3441.3321 Furnish/Insta1140' Wood Light Pole 3441 20 627 EA 1 S 1,600.00 $1,600.00
34413323 Furnish/Install 8' Wood Light Pole Arm 3441 20 610 EA 1 $ 375_00 $375.00
3441.4001 Furnisfi/Install Alum Sign Mast Arm Mount 34 4130 636 EA 2 $ 320.00 $640.00
3441.4006 Install alum sign ground mount 344130 644 EA 19 $ 375.00 $7,225.00
3471.0001 Traffic Controi 34 71 13 502 MO 4 $ 1,850.00 $7,400.00
9999.0010 Misceilaneous Construction Force Account 99 99 00 NA EA 55,000 $1.00 $55,000.00
9999.0020 Miscellaneous Utility Force Account 99 99 00 NA EA 26,000 $1.00 $26,000.00
9999.0060 Retaining Wali for 54" Waterline 99 99 00 423 SF 249 $ 37.50 $9,337.50
9949.0070 MTL BEAM GD FEN (TIM POST) 99 99 00 540 lF 660 $ 22.10 $14,586.00
9999.0080 Terminal Anchor Section 99 99 00 540 EA 4 S 555.00 $2,220.00
9999.0090 Guardrail End Treatment (Install) 99 99 00 544 EA 2 $ 3,150.00 $6,300.00
9999.0100 MTL BM GD FN (Salvage and reuse) 99 99 00 540 lF 428 $ 22.10 $9,458.80
9999.0110 Water Traffic Barrier 99 99 00 Spec Spc LF 550 $ 64.00 $35,200.00
9999.0120 21" Flex Base, Type D, GR-1 321123 247 SY 14891 $ 18.75 $279,206Z5
9999.0130 36" YIELD TRIANGLE MARKINGS 32 17 23 666 EA S $ 270.00 $1,350.00
9999.d140 12/C 14 AWG Multi-Conductor Cable 34 4110 684 LF 240 $ 2.�0 $648.00
9999.0180 3/8" STRANDED STEEL CABLE 34 41 10 625 lF 600 $ 3.20 $1,920.00
Total for Base Bid: Henderson Detour and Signal improvements Total $1,614,624.69
CITY OF FORT WORTH
STANDARD CONS7"KUCTION SPECII•7CATION DOCUMENTS
Focm Rcvised 20120120 Addcndum No 1 Bid Rroposal Hcndcrson StrcM Dcww (JLB Bid).sls
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID
0o az a�
BID PROPOSAL
Pacc 3 of S
Bidder's Application
Project Item Information Bidde�s Proposal
Bidlist Descriprion W/ COFW SPEC COF'W Spec Standards No. T.�cDOT Unit of B�d Unit Price Bid Value
Item No. Item Measure Quanaty
Bid Add Aiternate: Commercial Detour with Signai
0241.1100 Remove Asphalt Pvmt 02 41 15 105 SY 12414 $ 3.75 $46,552.50
0241.1506 2" Surface Milling 024115 354 SY 2873 $ 2.95 $8,475.35
0241.4001 Remove Curb Inlet 02 4114 496 EA 2 $ 1,065.00 $2,130.00
2605.3014 2" CONDT RM (Riser) 26 OS 33 618 LF 50 $ 20.00 $1,000.00
2605.3034 4" CONDT RM (Riser) 26 OS 33 618 LF 20 $ 24.00 $480.00
3123.0101 Unclassified Excavation 31 23 16 110 CY 1025 $ 6.40 $6,560.00
3124.0101 Embankment 312400 132 CY 1025 $ 6.40 $6,560.00
3212.0302 2" Asphalt Pvmt Type D(Henderson Detour Road) 32 12 16 340 SY 5,155 $ 9.05 $46,652.75
3212.0302 2" Asphalt Pvmt Type D(White Settlement Overlay @ Detour) 32 12 16 340 SY 2,627 $ 9.25 $24,295.64
3217.0001 4" SLD Pvmt Marking HAS (W) 32 17 23 666 LF 550 $ 1.10 $605.00
3217.0002 4" SLD Pvmt Marking HAS (Y) 32 17 23 666 LF 2000 $ 1.10 $2,200.00
3217.0005 4" DOT Pvmt Marking HAS (W) 32 17 23 666 LF 200 $ 1.10 $220.00
3217.0201 8" SLD Pvmt Marking HAS (W) 32 17 23 666 LF 370 $ 1.60 $592.00
3217.0501 24" SLD Pvmt Marking HAE (W) 32 17 23 666 LF 105 $ 6.40 $672.00
3217.1002 Lane Legend Arrow 33 17 23 666 EA 6 $ 110.00 $660.00
3217.1002 Lane Legend DBL Arrow 3417 23 666 EA 2 $ 160.00 $320.00
3217.1004 Lane Legend Only 35 17 23 666 EA 4 $ 135.00 $540.00
3217.2102 REFL Raised Marker TY I-C 32 17 23 672 EA 38 $ 3.75 $142.50
3217.2103 REFL Raised Marker TY II-A-A 32 17 23 672 EA 40 $ 3.75 $150.00
3305.0109 Trench Safety 33 OS 10 402 LF 135 $ 2.15 $290.25
3341.0103 18" RCP, Class III 33 41 10 464 LF 135 $ 90.00 $12,150.00
3349.5001 10' Curb Iniet (TxDOT Type 3) 33 49 20 465 EA 2 $ 4,530.00 $9,060.00
3349.5001 10' Curb Inlet (TxDOT Type 1) 33 49 20 465 EA 1 $ 3,300.00 $3,300.00
3441.1001 3-Sect Signal Head Assmbly 34 41 10 682 EA 8 $ 960.00 $7,680.00
3441.1203 Install Radar Presence Detect System 34 41 10 EA 3 $ 535.00 $1,605.00
3441.1208 Install Emergency Vehicle Preemption System 34 41 10 LS 1 $ 1,920.00 $1,920.00
3441.1311 5/C 14 AWG Multi-Conductor Cable 34 41 10 684 LF 1285 $ 2.15 $2,762.75
3441.1312 7/C14AWGMuIti-CondudorCable 344110 684 LF 180 $ 2.15 $387.00
3441.1403 NO 6 Bare Elec Condr 34 41 10 620 LF 380 $ 1.10 $418.00
3441.1408 NO 6 Insulated Elec Condr 344110 620 LF 190 $ 1.10 $209.00
3441.1409 NO 8 Insulated Elec Condr 34 41 10 620 LF 270 $ 1.10 $297.00
3441.1414 NO 8 Bare Elec Condr 34 41 10 620 LF 270 $ 1.10 $297.00
3441.1703 TY 3 Signal Foundation 3441 10 416 EA 4 $ 775.00 $3,100.00
3441.1723 Install Controller & Cabinet, Pole MNT 34 41 10 690 EA 1 $ 2,545.00 $2,545.00
3441.3322 Install 40' Wood Light Pole 34 41 20 627 EA 4 $ 1,600.00 $6,400.00
3441.3324 Install 8' Wood Light Pole Arm 344120 690 EA 4 $ 375.00 $1,500.00
3441.4005 Install Alum Sign Mast Arm Mount 34 4130 636 EA 5 $ 320.00 $1,600.00
3441.4006 Install alum sign ground mount 34 4130 644 EA 5 $ 375.00 $1,875.00
9999.0110 Water Trafflc Barrier 99 99 00 Spec Spc LF 200 $ 63.00 $12,600.00
9999.0190 21" Flex Base, T e D, GR-1 321123 247 SY 4380 $ 18.84 $82,51920
9999.0200 Zinc-Coat Wire Strand (3/8 IN) 34 4110 625 LF 1645 $ 310 $5,264.00
9999.0210 ELC SRV TY T 120-240 (NS)GS(T)TP(0) 34 41 10 628 EA 1 $ 3,750.Q0 $3,750.00
Total for Bid Add Alternate: Commercial Detour with Signal Total $310,336.94
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMtiNTS
Form Rcviscd 20120120 Addcvdum No I Bid Proposal Hcndcaon Strat DMour (JI.B Bid) vs