HomeMy WebLinkAboutContract 44333 (3) CITY SECR T� ARY
'V
CITY SECRETARY;
D.Q.E. FILE CONTRACT N.
1� Cat' ,"DING CO.
CONSTRUCTION'S COPY
CLIENT DEPARTMENTPROJECT 1 iNUAL.
FOR
THE CONS TWIXT1'" 0
PAVING, DRAINAGE, WATER AND SEWER
IMPROVEMENTS FOR.
ALTA VISTA ROAD
City]Project No:00562
Betsy Price. Torn Higgins
Mayor City Manager
S.Frank Crumb,P.E.
Director,Water Department.
ouJlas W. 'Fiers•g,R.E.
Director, Transportation and Fubiie Works Department
Prepared for
The City of Fort Werth
Transportation and Public 'lurks
Water Department .MA11
2012
C
, ...,.
A. GISS0.14
59290
tnp
z
TBPE Registration No. F-2730
100 Macon,street
OfFIC1AL RIBCORD For 'orth, Texas 761012
Fe T^ !w
RECEIVED APR - 2 235 i
I
u00000- I
I',\11LE OF CONTENTs
SECTION 00 00 00
TABLE OF CONTENTS
3
4 Division 00- General Conditions
5 OO O5 10 Mayor and Council Communication
6 0005 15 Addenda
7 00 11 13 Invitation to Bidders
8 0021 13 Instructions to Bidders
9 0035 13 Conflict of Interest Affidavit
(0 0041 00 Bid Form
I l 00 42 43 Proposal Form Unit Price
12 0043 13 Bid Bond
13 00 43 37 Vendor Compliance to State Law Nonresident Bidder
14 0045 11 Bidders Prequalifications
15 0045 12 Prequalification Statement
16 0045 13 Bidder Prequalification Application
17 00 45 26 Contractor Compliance with Workers'Compensation Law
18 00 45 39 Minority and Women Business Enterprise Goal
19 00 45 40 INtinority Business Enterprise Goal
20 00 45 41 Small Business Enterprise Goal
21 00 52 43 Agreement
22 0061 13 Performance Bond
23 0061 14 Payment Bond
24 0061 19 Maintenance Bond
25 0061 25 Certificate of Insurance
26 00 72 00 General Conditions
27 00 73 00 Supplementary Conditions
28
29 Division 01 - General Requirements
30 01 11 00 Summary of Work
31 01 25 00 Substitution Procedures
32 01 31 19 Preconstruction Meeting
33 01 31 20 Project Meetings
34 01 32 16 Construction Progress Schedule
35 01 3233 Preconstruction Video
36 01 3300 Submittals
37 01 35 13 Special Project Procedures
38 01 4523 Testing and Inspection Services
39 01 5000 Temporary Facilities and Controls
40 01 55 26 Street Use Permit and Modifications to Traffic Control
41 01 57 13 Storm Water Pollution Prevention Plan
42 01 58 13 Temporary Project Signage
43 01 6000 Product Requirements
44 O1 6600 Product Storage and Handling Requirements
45 Ol 71 23 Construction Staking
46 01 7000 Mobilization and Remobilization
47 01 7423 Cleaning
48 01 77 19 Closeout Requirements
49 01 78 23 Operation and Maintenance Data
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,00562
Revised August 20,2012
if)0000->
r,\13LE OF C)N"I'ENTS
Page 2 er4
1 01 7839 Project Record Documents
3 "Technical Specifications which have been modified by the Engineer specifically for this
4 Project; hard copies are included in the Project's Contract Documents
6 Division 33— Utilities
7 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
3
9 Technical Specifications listed below are included for this Project by reference and can he
t0 viewed/downloaded from the City's Buzzsaw site at:
11
12 litps:i/pro icctpoi tit.buzzsaw.cum/cIientitorMorth�(gov/Resources/02"o20-
13 ":,2UCunsti-uction°,t,20Docurnents/Sl)ecitications
14
15 Division 02- Existing Conditions
16 0241 13 Selective Site Demolition
17 0241 14 Utility Removal/Abandonment
18 0241 15 Paving Removal
19
20 Division 03 - Concrete
21 03 3000 Cast-In-Place Concrete
22 03 34-13- Gantr-alled r , ,Strength n,T.,teria1 (G SM)
23 0334 1-6 Ge „te Base Mate a for-T.. ,h Re
24 03 8000 Modifications to Existing Concrete Structures
25
26 Division 26- Electrical
27 26 05 00 Common Work Results for Electrical
28 2605 10 Demolition for Electrical Systems
29 26 05 33 Raceway and Boxes for Electrical Systems
30 26 05 43 Underground Ducts and Raceways for Electrical Systems
31
32 Division 31 - Earthwork
33 31 1000 Site Clearing
34 31 23 16 Unclassified Excavation
35 31-23-23 Borrow
36 31 2400 Embankments
37 31 2500 Erosion and Sediment Control
38 34 3600 C=AWA^n
39 31 37 nn RipFap
40
41 Division 32- Exterior Improvements
42 32011q Permanent Asphalt Payifig Dompai
43 3201 18 Temporary Asphalt Paving Repair
44 3201 29 Concrete Paving Repair
45 32 11 23 Flexible Base C-Emr-sas
46 32 11 29 Lime Treated Base Courses
47 32 11 33 ice.,,, et t Tfeated Base GE)
48 32 12 16 Asphalt Paving
50 32 13 13 Concrete Paving
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised August 20.2012
1
00 00 00-3
('ABLE OF CUNTEN is
Page 3 of-4
1 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps
2 32 13 73 Concrete Paving Joint Sealants
3 32 14 16 Brick Unit Paving
4 32 16 13 Concrete Curb and Gutters and Valley Gutters
32 1723 Pavement Markings
7 3231 26 Wire Fences and Gates
3232 13 Cast-in-Place Concrete Retaining Walls
t0 3291 19 Topsoil Placement and Finishing of Parkways
11 3292 13 Hydro-Mulching, Seeding,and Sodding
12 32 93 43 Trees and Shrubs
13
14 Division 33- Utilities
t 5 33 01 30 Sewer and Manhole Testing
16 33 01 31 Closed Circuit Television(CCTV) Inspection
17
18 33 04 10 1844- Bfflfldifi g Mid Cl fttfiefil1 r.,el.,tieti
19 33-04 11 Goff asion Gaflt- I Test Stations
20 33 04 12 Magnesium Anode Cathedie PFateetion System
21
22 33 04 40 Cleaning and Acceptance Testing of Water Mains
23 33 05 10 Utility Trench Excavation, Embedment, and Backfill
24 33 05 12 Water Line Lowering
25 33 05 13 Frame,Cover and Grade Rings
26 33 05 14 Adjusting Manholes, Inlets,Valve Boxes, and Other Structures to Grade
27 33 05 16 Concrete Water Vaults
28 33 05 17 Concrete Collars
29 33 0520 Auger- Befing
30 3.3 05-21 T.f.,..el Liner-Plate
32 33 05-23 Hand'T',,a ek*g
33 33 05 24 1RISt I t:,,., .,F!'.,.-,-:e, P ipe i0 C-aSi14g T-1n-Ael I ; ol..to
34 33 0526 Utility Markers/Locators
35 33 0530 Location of Existing Utilities
36 33 11 10 Ductile Iron Pipe
37 33 11 11 Ductile Iron Fittings
38 33 11 12 Polyvinyl Chloride(PVC) Pressure Pipe
39 33 i i i3 G,,.,erete Fessur-e Pipe Bar- Wrapped, Steel Cylinde ' ype
40 33 1 1 1 n n,..:ea Steer Pipe and Fitt'
41 33-i t i n Water ce-view 1 eh t 2 ; e
42 33 1220 Resilient Seated Gate Valve
43 33-i 2 21 n W3AI A Rtibber- SeatedBtate-4 ,Valves
44 33 1225 Connection to Existing Water Mains
45 33 12 30 Combination Air Valve Assemblies for Potable Water Systems
46 33 1240 Fire Hydrants
47 33-i2 50 Water-S,,.,,,,le Stations
48 33 34 17 f uFe,7 it Dlaee Pipe(91PP4
49
50
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised August 20,2012
u00000-4
1',\11LE OF CON I NTS
Page 4 ot'4
I 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
3
4
5
7 33 39 10 Cast-in-Place Concrete Manholes
33 39 20 Precast Concrete Manholes
9 +3 39 30 I iber-..lass n,r.,.,t,, les
10 33 39 10 tiVtistewate,keeess-Cham er"WTG
11 33 3960 Epoxy Liners for Sanitary Sewer Structures
12 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts
13 33 11 11 "PPE Stefffl Sewer-Pipe
14 33 1600 Sub dFai, age
15 33 aterffi Drains
16 33 117 Trpnoh?rAins
17 33 49 10 Cast-in-Place Manholes and Junction Boxes
18 33 4920 Curb and Drop Inlets
20
2 t Division 34-Transportation
72 34 4l 113 T.. +: s:,. ,As
b
24 3441 20 Roadway Illumination Assemblies
25 3441 30 Aluminum Signs
26 3471 13 Traffic Control
27
28 Appendix
29 GC-4.01 Availability of Lands
30 GC-4.02 Subsurface and Physical Conditions
31 GC4.04 Underground Facilities
32 GC-4.06 Hazardous Environmental Condition at Site
33 GC-6.06.D Minority and Women Owned Business Enterprise Compliance
34 GC-6.07 Wage Rates
35 GC-6.09 Permits and Utilities
36 GC-6.24 Nondiscrimination
37 GR-01 60 00 Product Requirements
38
39 END OF SECTION
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised August 20,2012
i
M&C Review Page 1 of 3
Official site of the City off Fort Worth,Texas
�
FO RT IVO R I" i
CITY COUNCILAGENDA
COUNCIL ACTION: Approved on 3/26/2013 - Ordinance Nos. 20681-03-2013, 20682-03-2013 &
20683-03-2013
DATE: 3/26/2013 REFERENCE NO.: C-26177 LOG NAME: 20ALTA VISTA
CONSTR JLB_00562
NON- PUBLIC
CODE: C TYPE: CONSENT HEARING: NO
SUBJECT: Authorize Execution of a Contract with JLB Contracting, LLC, in the Amount of
$1,066,291.09 for Pavement Reconstruction and Water and Sanitary Sewer Main
Replacement on Alta Vista Road from North Beach Street to Eddleman Drive, Provide for
Project Costs and Contingencies for a Project Total of$1,334,198.78 and Adopt
Appropriation Ordinances (COUNCIL DISTRICT 2)
RECOMMENDATION:
It is recommended that the City Council:
1. Adopt the attached appropriation ordinance increasing the estimated receipts and appropriations
in the Future Improvements Project of the Special Assessments Fund in the amount of$150,761.60
from prior developer contributions;
2. Authorize the transfer in the amount of$150,761.60 from the Special Assessments Fund to the
New Development Fund;
3. Adopt the attached appropriation ordinance increasing the estimated receipts and appropriations
in the New Development Fund in the amount of$150,761.60 from developer contributions;
4. Adopt the attached appropriation ordinance increasing the estimated receipts and appropriations
in the New Development Fund from Keller Independent School District in the amount of$457,780.00;
and
5. Authorize the execution of a contract with JLB Contracting, LLC, in the amount of$1,066,291.09
for pavement reconstruction, water and sanitary sewer main replacement for Alta Vista Road from
North Beach Street to Eddleman Drive.
DISCUSSION:
This street will be reconstructed to a three lane curb and gutter section as part of the New
Development program. In addition to pavement reconstruction, deteriorated water and sanitary
sewer lines are to be replaced as specified by the Water Department.
http://apps . cfwnet.org/council_pacl<et/mc_review. asp?ID=1. . . 3/26/2013
M&C Review Page 2 of 3
FUNDING AMOUNT
City of Fort Worth/TPW $ 689,072.18
City of Fort Worth/Water $ 36,585.00
CFA $ 150,761.60
Keller ISD $ 457,780.00
Total $1,334,198.78
Anticipated Expenditures
Construction Contract $1,066,291.09
Project Costs $ 214,593.14
Contingencies $ 53,314.55
Total $1,334,198.78
Funds for future improvements were previously collected from Pulte Homes (CFA No. 200295 dated
February 24, 2003) in the amount of$91,800.00 and Hillwood Residential Texas, L.P. (CFA No.
2007029 dated June 12, 2007) in the amount of$58,961.60. Funds in the amount of$457,780.00 will
be collected from Keller Independent School District upon publication of the agenda containing this
Mayor and Council Communication. The City funds of$725,657.18 will come from the 1998 Capital
Improvement Program New Development Funds in the amount of$689,072.18, Water Capital
Projects Funds in the amount of$12,403.00 and Sewer Capital Projects Funds in the amount of
$24,184.00. Transportation and Public Works will be responsible for collection of funds from Keller
Independent School District.
The contract was advertised for bid on December 6, 2012 and December 13, 2012, in the Fort Worth
Star-Tell e ram. On January 10, 2013, the following bids were received:
Bidder Bid Amount
JLB Contracting, LLC $1,066,291.09
McClendon Construction $1,088,607.40
Company, Inc.
Conatser Construction TX, LP $1,179,918.00
CPS Civil, LLC $1,189,543.00
Stabile & Winn, Inc. $1,280,875.45
M/WBE Office: JLB Contracting, LLC, is in compliance with the City's Business Diversity Ordinance
by committing to 14 percent MBE participation on this combined project. The City's MBE goal on this
combined project is 10 percent.
This project is located in COUNCIL DISTRICT 2, Mapsco 22S and 22T.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Street Improvements Fund, the Water Capital Projects Fund, and the
Sewer Capital Projects Fund, and upon approval of the above recommendations and adoption of the
attached appropriation ordinances, funds will be available in the current capital budgets, as
appropriated, of the New Development Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
4) C202 488100 202760056283 $457,780.00 5) C202 541200 202760056283 $608,541.60
4) C202 541200 202760056283 $457,780.00 5) C115 541200 020115136543 $421,164.49
$150,761.60 $12,403.00
http://apps . cfwnet . org/council_packet/mc_review. asp7ID=1. . . 3/26/2013
M&C Review Page 3 of 3
GS94 488100 020941369010 P264 5369140 602150056287
2&3) 5) P274 539140 702130056287 $24,182.00
$150,761.60
C202 476094 202760056283 2)
3) C202 541200 202760056283 $150,761.60 GS94 538040 020941369010 $150,761.60
1) $150,761.60
GS94 538040 020941369010
Submitted for City Manager's Office by: Fernando Costa (6122)
Originating Department Head: Douglas W. Wiersig (7801)
Additional Information Contact: Wilma Smith (8785)
ATTACHMENTS
20 ALTA VISTA CONSTR JLB 00562 MAP.pdf
20ALTA VISTA CONSTR JLB 00562 C202 AO13.doc
20ALTA VISTA CONSTR JLB 00562 GS94 AO13.doc
20ALTA VISTA CONSTR JLB 00562 Revised AO13.doc
http://apps . cfwnet . org/council_pacl<et/mc_review. asp?ID=l. . . 3/26/2013
00 05 10-I
MAYOR AND COUNCIL CONIMUNICA('ION(NI&C)
Page I of I
SECTION 00 05 10
2 MAYOR AND COUNCIL COMMUNICATION(NI&C)
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Isseall)h r: Fw Colltract 0oculnent(r.vucllaoll, remove thislJirgt and replace with they approved 7 W&C,illset-Ishall he on Nue paper
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CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
CITY OF FORT WORTH, TEXAS
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
ADDENDUM NO. 1
to the
Specifications & Contract Documents
for
PAVING, DRAINAGE, WATER AND SEWER
IMPROVEMENTS FOR ALTA VISTA ROAD
CITY PROJECT NO. 00562
Bid Submittal Due Date:January 10, 2013
Addendum No. 1 Issued: December 21,2012
The Specifications, Contract Documents and Drawings for the above mentioned project are revised and
amended as follows:
GENERAL CLARIFICATIONS AND CHANGES:
1. Revisions were made to the contract time of completion. All contract times listed are for calendar
days. The Work for Milestone 1, all utility, all paving and sidewalk improvements along the south
side of the road will be complete for Final Acceptance within 90 days after the date when the
Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. Two
way traffic and full access to the adjacent elementary school shall be provided by August 12,
2013. The Work for Milestone 2, all street lights, remaining sidewalk improvements along the road
and any other items will be complete for Final Acceptance within 120 days after the date when the
Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions,
2. Line Item IV-12 3213.0301 4"Conc Sidewalk only includes walk that is not adjacent to Line Item
IV-13 3232.0100 Conc Ret Wall with Sidewalk. Line Item IV-13 3232.0100 Conc Ret Wall with
Sidewalk only includes the wall and is measured per SF of the face of wall only(the wall footing
shall be included in the unit cost). Line Item IV-50 9999.0000 4" Conc Sidewalk for Conc Ret Wall
has been added for the sidewalk adjacent to Line Item IV-13 3232.0100 Conc Ret Wall with
Sidewalk.
CONSTRUCTION PLANS:
3. Sheet 00 of 40,city signed cover sheet.
4. Sheet 24 of 40, detail for high volume drive approach has been updated.
CONTRACT DOCUMENTS:
5. 00 41 00 Section 4.1 has been revised as follows, "All time limits for Milestones, if any, and Final
Acceptance as stated in the Contract Documents are of the essence to this Contract. Liquidated
damages shall apply to project and milestone completion dates. The Work for Milestone 1, all
utility, all paving and sidewalk improvements along the south side of the road will be complete for
Final Acceptance within 90 days after the date when the Contract Time commences to run as
provided in Paragraph 2.03 of the General Conditions. Two way traffic and full access to the
adjacent elementary school shall be provided by August 12, 2013. The Work for Milestone 2,all
street lights, remaining sidewalk improvements along the road and any other items will be
complete for Final Acceptance within 120 days after the date when the Contract Time commences
to run as provided in Paragraph 2.03 of the General Conditions."
Addendum No. 1 1 of 2. 12-21-2012
6. 00 42 43 Proposal Form shall be removed and replaced with the proposal in this addendum. The
following is a summary of the revisions:
a. Line Item IV-05 was unintentionally left off the original proposal. There will be no pay item
IV-05.
b. Line Item IV-12 3213.0301 4"Cone Sidewalk has been reduced to 10,661 SF.
c. Line Item IV-42 3291.0100 Topsoil has been revised to a pre-bid unit cost of$16.00 and
i remained 760 CY.
d. Line Item IV-43 3471.0001 Traffic Control has been increased to 4 MO.
e. Line Item IV-46 9999.0000 Restoration of Landscape Area at Subdivision Entrances has
been revised to 10,000 EA with a pre-bid unit cost of$1.00.
f. Line Item IV-49 3900.0111 Misc Force Account—Install has been added.
g. Line Item IV-50 9999.0000 4"Cone Sidewalk for Cone Ret Wall has been added.
7. 00 52 43 Section 3.2 has been revised as follows, "All time limits for Milestones, if any, and Final
Acceptance as stated in the Contract Documents are of the essence to this Contract. Liquidated
damages shall apply to project and milestone completion dates. The Work for Milestone 1, all
utility,all paving and sidewalk improvements along the south side of the road will be complete for
Final Acceptance within 90 days after the date when the Contract Time commences to run as
provided in Paragraph 2.03 of the General Conditions. Two way traffic and full access to the
adjacent elementary school shall be provided by August 12,2013. The Work for Milestone 2, all
street lights, remaining sidewalk improvements along the road and any other items will be
complete for Final Acceptance within 120 days after the date when the Contract Time commences
to run as provided in Paragraph 2.03 of the General Conditions."
8. 00 42 43 Proposal Form shall be removed and replaced with the proposal in this addendum00 73
00 Supplementary Conditions, SC-17.01, "Additional Bid Items" (See Standard Special Provisions
for All Others) has been added for Line Item IV-49 3900.0111 Misc Force Account—Install
INFORMATION TO BIDDERS:
This Addendum No. 1,forms part of the Specifications&Contract Documents for the above referenced
project and modifies the original Specifications&Contract Documents.of the same.
Acknowledge your-receipt of this Addendum No. 1 by completing the requested information at the
following locations:
(1) In the space provide on the signature page of the Proposal
(2) Indicate in upper case letters on the outside of your sealed bid envelope:
"RECEIVED&ACKNOWLEDGED ADDENDUM NO. 1"
(3) Execute acknowledgement below and submit signed copy with your proposal at the time of bid
submittal
Failure to acknowledge receipt of the Addendum No. 1 could cause the subject bidder to be considered
"NONRESPONSIVE", resulting in disqualification.
RECEIPT ACKNOWLEDGED Douglas W.Wiersig, P.E.
DIRECTOR
Department of Transportation/Public Works
By:
: Wilma Smith
Company
LC Project Manager
Addendum No. 1 2 of 2 12-21-2012
CITY OF FORT WORTH, TEXAS
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
ADDENDUM NO. 2
to the
Specifications & Contract Documents
for
PAVING, DRAINAGE, WATER AND SEWER
IMPROVEMENTS FOR ALTA VISTA ROAD
CITY PROJECT NO. 00562
Bid Submittal Due Date:January 10,2013
Addendum No. 2 Issued:January 8, 2013
The Specifications, Contract Documents and Drawings for the above mentioned project are revised and
amended as follows:
GENERAL CLARIFICATIONS AND CHANGES:
1. Street Light poles shall be accounted for in the contract unit price bid for item V-03 3441.3002
Rdwy Illum Assembly TY8, 11, D-25 and D-30. The poles may be purchased from the city.
CONTRACT DOCUMENTS:
2. 00 42 43 Proposal Form shall be removed and replaced with the proposal in this addendum. The
following is a summary of the revisions:
a. Line Item 1-09 3471.0001 Traffic Control has been updated to a quantity of 0.50 MO.
b. Line Item II-03 0330.0001 Concrete Encase Sewer Pipe has been updated to a quantity of
0.60 CY.
c. Line Item V-03 3441.3002 Rdwy Illum Assembly TY8, 11, D-25 and D-30 from
Specification Section No.34 41 10 to 34 4120.
Addendum No. 2 1 of 2 01-08-2013
INFORMATION TO BIDDERS:
This Addendum No. 2, forms part of the Specifications &Contract Documents for the above referenced
project and modifies the original Specifications&Contract Documents of the same.
Acknowledge your receipt of this Addendum No. 2 by completing the requested information at the
following locations:
(1) In the space provide on the signature page of the Proposal
(2) Indicate in upper case letters on the outside of your sealed bid envelope:
"RECEIVED&ACKNOWLEDGED ADDENDUM NO.2"
(3) Execute acknowledgement below and submit signed copy with your proposal at the time of bid
submittal
Failure to acknowledge receipt of the Addendum No. 2 could cause the subject bidder to be considered
"NONRESPONSIVE", resulting in disqualification.
RECEIPT ACKNOWLEDGED Douglas W. Wiersig, P.E.
DIRECTOR
By:
Department of Transportation/Public Works
�- �
By:
Company: Wilma Smith
jLB = Project Manager
Addendum No. 2 2 of 2 01-08-2013
0005 15- I
AIMENDA
Page 1 ol'7
SECTION 00 05 15
ADDENDA
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14 ADDENDUM NO. I
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CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
001113- I
INVITATION TO BIDDERS
Page I of 2
I SECTION 00 It 13
2 INVITATION TO BIDDERS
3 RECEIPT OF BIDS
-4 Sealed bids for the construction of Paving, Drainage, Water and Sewer Improvements for Alta
5 Vista Road City Project No. 00562 will be received by the City of Fort Worth Purchasing Office:
6
7 City of Fort Worth
8 Purchasing Division
9 1000 Throckmorton Street
10 Fort Worth,Texas 76102
1 1 until 1:30 P.M. CS"r, Thursday, January 10, 2013,and bids will be opened publicly and read
12 aloud at 2:00 PM CST in the Council Chambers.
13
14 GENERAL DESCRIPTION OF WORK
15 The major work will consist of the(approximate) following: 1,300 LF Collector, Street Lights,
16 700 LF Storm Drain Pipe, 180 LF Sanitary Sewer Line and 150 LF Water Line
17
18 PREQUALIFICATION
19 The improvements included in this project must be performed by a contractor who is pre-
20 qualified by the City at the time of bid opening.The procedures for qualification and pre-
21 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS.
22
23 DOCUMENT EYArvIINATION AND PROCUREMENTS
24 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
25 of Fort Worth's Purchasing Division website at littp://www,tort,,vot-thgov.org[01ircliasina!and
26 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
27 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
28 suppliers.
29
30 Copies of the Bidding and Contract Documents may be purchased from Teague, Nall and Perkins,
31 Inc. at 1100 Macon Street,Fort Worth, Texas 76102
32
33 The cost of Bidding and Contract Documents is:
34 Set of Bidding and Contract Documents with full size drawings: $50
35 Set of Bidding and Contract Documents with half size (if available) drawings: $30
36
37 PREBID CONFERENCE
38 A prebid conference may be held as described in Section 00 21 U - INSTRUCTIONS TO
39 BIDDERS at the following location, date, and time:
40 DATE: Monday, December 17, 2012
41 TIME: 10:00 a,m.
42 PLACE: TPW Reception Area Conference Room 270, 1000 Throckmorton Street, Fort
43 Worth,TX 76102
44
45 LOCATION: 2"d Floor, City Hall
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49
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
u01113-2
INVITATION TO BIDDERS
Page 2 ur2
l CITY`S RIGHT TO ACCEPT OR REJECT [SIDS
2 City reserves the right to waive irregularities and to accept or reject bids.
3
4 INQUIRIES
5 All inquiries relative to this procurement should be addressed to the following:
6 Attn: Wilma Smith, P.E., City of Fort Worth
7 Email: wilma.smith(cbfortvvorthtexas.gov
8 Phone: 817-392-8785
9 AND/OR
10 Attn: Scott Gibson, P.E.,Teague Nall and Perkins
II Email: sgibson(cbtnp-online.com
12 Phone: 817-336-5773
13
14 ADVERTISEMENT DATES
15 December 6, 2012
16 December 13, 2012
17
18 END OF SECTION
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,00562
Revised July 1,2011
002113- 1
INs'rR11CrIONS TO 13IDDERS
Page I or9
I SECTION 00 21 13
2 INSTRUCTIONS TO BIDDERS
3 1. Defined Terms
4
5 1.I.Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72
6 00 - GENERAL CONDITIONS.
7
8 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.
10
11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting
12 directly through a duly authorized representative, submitting a bid for performing
13 the work contemplated under the Contract Documents.
14
15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or
16 corporation acting directly through a duly authorized representative,submitting a
17 bid for performing the work contemplated under the Contract Documents whose
18 principal place of business is not in the State of Texas.
t9
20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
21 (on the basis of City's evaluation as hereinafter provided) makes an award.
22
23 2. Copies of Bidding Documents
24
25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
26 resulting from the Bidders use of incomplete sets of Bidding Documents.
27
28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the
29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
30 for any other use.
31
32 3. Prequalification of Bidders (Prime Contractors and Subcontractors)
33
34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types
35 requiring prequalification at the time of bidding. Bids received from contractors who are
36 not prequalified(even if inadvertently opened) shall not be considered.
37
38 3.2.Each Bidder unless currently prequalified, must be prepared to submit to City within
39 seven(7)calendar days prior to Bid opening, the documentation identified in Section 00
40 45 11, BIDDERS PREQUALIFICATIONS.
41
42 3.2.1. Submission of and/or questions related to prequalification should be addressed to
43 the City contact as provided in Paragraph 6.1.
-44
45
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1.2011 August 17,2012
0021 1:3-2
INSTRUCTIONs'ro BIDDERS
Page 2 or9
I 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 assigned to the project, and construction schedule,
5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to
6 deliver a quality product and successfully complete projects for the amount bid within
7 the stipulated time frame. Based upon the City's assessment of the submitted
8 information,a recommendation regarding the award of a contract will be made to the
9 City Council. Failure to submit the additional information, if requested, may be grounds
l0 for rejecting the apparent low bidder as non-responsive. Affected contractors will be
l t notified in writing of a recommendation to the City Council
12
13 3.4.fn addition to prequalilication, additional requirements for qualification may be required
14 within various sections of the Contract Documents.
15
16 3.5.Special qualifications required for this project include the following: None
17
18 4. Examination of Bidding and Contract Documents, Other Related Data,and Site
19
20 4.1.Before submitting a Bid, each Bidder shall:
21
22 4.1.1. Examine and carefully study the Contract Documents and other related data
23 identified in the Bidding Documents(including "technical data" referred to in
24 Paragraph 4.2. below). No information given by City or any representative of the
25 City other than that contained in the Contract Documents and officially
26 promulgated addenda thereto, shall be binding upon the City.
27
28 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
29 site conditions that may affect cost, progress, performance or furnishing of the
30 Work.
31
32 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
33 progress,performance or punishing of the Work.
34
35 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or
36 contiguous to the Site and all drawings of physical conditions relating to existing
37 surface or subsurface structures at the Site (except Underground Facilities) that
38 have been identified in the Contract Documents as containing reliable"technical
39 data" and(ii) reports and drawings of Hazardous Environmental Conditions, if any,
40 at the Site that have been identified in the Contract Documents as containing
41 reliable "technical data."
42
43 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
44 the information which the City will furnish. All additional information and data
45 which the City will supply after promulgation of the formal Contract Documents
46 shall be issued in the form of written addenda and shall become part of the Contract
47 Documents just as though such addenda were actually written into the original
48 Contract Documents. No information given by the City other than that contained in
49 the Contract Documents and officially promulgated addenda thereto, shall be
50 binding upon the City.
51
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised.luly 1,1-01IAugust 17,2012
Sul 21 13-3
INSTRuc,r}ONS TO BIDDERS
Page 3 of 9
1 4.1.6, Perform independent research, investigations, tests, borings, and such other means
2 as may be necessary to gain a complete knowledge of the conditions which will be
3 encountered during the construction of the project. On request, City may provide
4 each Bidder access to the site to conduct such examinations, investigations,
5 explorations, tests and studies as each Bidder deems necessary for submission of a
6 laid. Bidder must till all holes and clean up and restore the site to its former
7 conditions upon completion of such explorations, investigations, tests and studies.
X
9 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the
10 cost of doing the Work, time required for its completion, and obtain all information
l l required to make a proposal. Bidders shall rely exclusively and solely upon their
12 own estimates, investigation, research, tests, explorations, and other data which are
13 necessary for hull and complete information upon which the proposal is to be based.
14 It is understood that the submission of a proposal is prima-facie evidence that the
t5 Bidder has made the investigation, examinations and tests herein required. Claims
16 for additional compensation due to variations between conditions actually
17 encountered in construction and as indicated in the Contract Documents will not be
t 8 allowed.
19
20 4.1.4. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
21 between the Contract Documents and such other related documents. The Contractor
22 shall not take advantage of any gross error or omission in the Contract Documents,
23 and the City shall be permitted to make such corrections or interpretations as may
24 be deemed necessary for fulfillment of the intent of the Contract Documents.
25
26 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of.
27
23 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
29 the site which have been utilized by City in preparation of the Contract Documents.
30 The logs of Soil Borings, if any, on the plans are for general information only.
31 Neither the City nor the Engineer guarantee that the data shown is representative of
32 conditions which actually exist.
33
34 4.2.2. those drawings of physical conditions in or relating to existing surface and
35 subsurface structures (except Underground Facilities)which are at or contiguous to
36 the site that have been utilized by City in preparation of the Contract Documents.
37
38 4.2.3. copies of such reports and drawings will be made available by City to any Bidder
39 on request. Those reports and drawings may not be part of the Contract
40 Documents, but the "technical data" contained therein upon which Bidder is entitled
41 to rely as provided in Paragraph 4.02. of the General Conditions has been identified
42 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
43 responsible for any interpretation or conclusion drawn from any"technical data" or
44 any other data, interpretations, opinions or information.
45
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised Ady 1,2011 August 17,2012
00 21 13-4
INS TRUC"rIONS TO BIDDERS
P.ige 4 of 9
1 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i)
2 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
3 exception the Bid is premised upon performing and furnishing the Work required by the
4 Contract Documents and applying the specific means, methods, techniques, sequences or
5 procedures of construction(if any) that may be shown or indicated or expressly required
6 by the Contract Documents, (ill) 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 ctc., 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
l t and convey understanding of all terms and conditions for performing and furnishing the
12 Work.
13
14 4.4.The provisions of this Paragraph 4, inclusive,do not apply to Asbestos, Polychlorinated
15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
t6 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
17 Documents.
18
19 5. Availability of Lands for Work, Etc.
20
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.
29
30 5.2.Outstanding right-of-way, easements,and/or permits to be acquired by the City are listed
31 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
32 of-way, easements,and/or permits are not obtained, the City reserves the right to cancel
33 the award of contract at any time before the Bidder begins any construction work on the
34 project.
35
36 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
37 way, easements, and/or permits, and shall submit a schedule to the City of how
38 construction will proceed in the other areas of the project that do not require permits
39 and/or easements.
40
41
42
43
44
45
46
47
48
49
50
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,1-011August 17,2012
it()21 13-5
INSTRUCTIONS TO BIDDERS
Page 5 01,9
1 6. Interpretations and Addenda
2
3 6.L A11 questions about the meaning or intent of the Bidding Documents are to be directed to
4 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions
5 received aver this day may not be responded to. Interpretations or clarifications
6 considered necessary by City in response to such questions will be issued by Addenda
7 delivered to all parties recorded by City as having received the Bidding Documents.
8 Only questions answered by formal written Addenda will be binding. Oral and other
9 interpretations or clarifications will be without legal effect.
10
I l address questions to:
12
13 City of Fort Worth
14 1000 Throckmorton Street
15 Fort Worth,TX 76102
16 Attn: Wilma Smith, P.E., T/PW
17 Fax: 817-392-8092
18 Email: wilma.smith@fortworthtexas.gov
19 Phone: 817-392-8785
20
21
22 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by
23 City.
24
25 6.3.Addenda or clarifications may be posted via Buzzsaw at:
26 hops:%/projcctpoint.buzzsaw.corr fortworth(—,ov/lnfrastructtire°%2OProjects/00562",�)20-
27 °4,20A1ta'%20Vista%20Elementarv%20Schooll o20Addition/Bi(1%20Documents°o20Pac
28 kage?public
29
30 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or
31 INVITATION TO BIDDERS. Representatives of City will be present to discuss the
32 Project. Bidders are encouraged to attend and participate in the conference. City will
33 transmit to all prospective Bidders of record such Addenda as City considers necessary
34 in response to questions arising at the conference. Oral statements may not be relied
35 upon and will not be binding or legally effective.
36
37 7. Sid Security
38
39 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
40 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
41 the requirements of Paragraphs 5.01 of the General Conditions.
42
43 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
44 have been satisfied. If the Successful Bidder fails to execute and deliver the complete
45 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in
46 default, rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited.
47 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
48 other Bidders whom City believes to have a reasonable chance of receiving the award
49 will be retained by City until final contract execution.
50
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,201 I August 17,2012
00 21 13-6
INSTRUCTIONS'rO 131DDFRS
Page 6 ol'9
1 3. Contract"Cimes
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.
6
7 9. Liquidated Damages
8 Provisions for liquidated damages are set forth in the Agreement.
9
10 10. Substitute and "Or-Equal" Items
I 1 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 6.05A., 6.05B. and 6.05C. of the General
18 Conditions and is supplemented in Section 01 25 00 of the General Requirements.
19
20 It. Subcontractors, Suppliers and Others
21
22 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 15530
23 20020-12-2011 (as amended), the City has goals for the participation of minority
24 business and womenand/or small business enterprises in City contracts.A copy of the
25 Ordinance can be obtained from the Office of the City Secretary. The Bidder shall
26 submit the MBE/WBE and SBE Utilization Form, Subcontractor/Supplier Utilization
27 Form, Prime Contractor Waiver Form and/or Good Faith Effort Form(with
28 "documentation)and/or Joint Venture Form as appropriate. The Forms including
29 documentation must be received by the City no later than 5:00 P.M. CST, five(5)
30 City business days after the bid opening date. The Bidder shall obtain a receipt from
31 the City as evidence the documentation was received.Failure to comply shall render
32 the bid as non-responsive.
33
34 l 1.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
35 or organization against whom Contractor has reasonable objection.
36
37 12. Bid Form
38
39 12.1. The Bid Form is included with the Bidding Documents; additional copies may be
40 obtained from the City.
41
42 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
43 signed in ink. Erasures or alterations shall be initialed in ink by the person signing
44 the Bid Form. A Bid price shall be indicated for each Bid item,alternative, and unit
45 price item listed therein. In the case of optional alternatives, the words "No Bid,"
46 "No Change," or"Not Applicable" may be entered. Bidder shall state the prices,
47 written in ink in both words and numerals, for which the Bidder proposes to do the
48 work contemplated or furnish materials required. All prices shall be written legibly.
49 In case of discrepancy between price in written words and the price in written
50 numerals, the price in written words shall govern.
51
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011 August 17,2012
0021 13-7
INSTRUCTIONS TO 13IDDERS
Page 7 of 9
I 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
3 sign. The corporate seal shall be affixed. The corporate address and state of
4 incorporation shall be shown below the signature.
5
6 12.4. Bids by partnerships shall be executed in the partnership name and signed by a
7 partner, whose title must appear under the signature accompanied by evidence of
authority to sign. The official address of the partnership shall be shown below the
9 signature.
10
11 12.5. Bids by limited liability companies shall be executed in the name of the firm by a
12 member and accompanied by evidence of authority to sign. The state of formation of
13 the firm and the official address of the firm shall be shown.
14
15 12.6. Bids by individuals shall show the Bidder's name and official address.
16
17 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner
13 indicated on the Bid Form. The official address of the joint venture shall be shown.
19
20 12.8. All names shall be typed or printed in ink below the signature.
21
22 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
23 which shall be filled in on the Bid Form.
24
25 12.10. Postal and e-mail addresses and telephone number for communications regarding the
26 Bid shall be shown.
27
28 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
29 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance
30 to State Law Non Resident Bidder.
31
32 1_3. Submission of Bids
33 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
34 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
35 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
36 marked with the City Project Number,Project title, the name and address of Bidder, and
37 accompanied by the Bid security and other required documents. If the Bid is sent through the
38 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope
39 with the notation "BID ENCLOSED" on the face of it.
40
41 1_4. Modification and Withdrawal of Bids
42
43 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
44 withdrawn prior to the time set for bid opening. A request for withdrawal must be
45 made in writing by an appropriate document duly executed in the manner that a Bid
46 must be executed and delivered to the place where Bids are to be submitted at any
47 time prior to the opening of Bids. After all Bids not requested for withdrawal are
48 opened and publicly read aloud, the Bids for which a withdrawal request has been
49 properly tiled may, at the option of the City, be returned unopened.
50
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised A ly 1,1--01 I August 17,201"
uo 21 1.3-8
NSTRUC'r1ONS TO BIDDERS
Page S ot,9
I 14.2. Bidders may modify their Bid by electronic communication at any time prior to the
time set for the closing of Bid receipt..
3
4 15. Opening of Bids
5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
6 abstract of the amounts of the base Bids and major alternates(if any) will be made available
7 to Bidders alter the opening of Bids.
8
9 16. Bids to Remain Subject to Acceptance
10 All Bids will remain subject to acceptance for the time period specified for Notice of Award
1 I and execution and delivery of a complete Agreement by Successful Bidder. City may, at
12 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
13
14 17. Evaluation of Bids and Award of Contract
15
16 17.1. City reserves the right to reject any or all Bids, including without limitation the rights
17 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
18 and to reject the Bid of any Bidder if City believes that it would not be in the best
19 interest of the Project to make an award to that Bidder, whether because the Bid is
20 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
21 meet any other pertinent standard or criteria established by City. City also reserves
22 the right to waive informalities not involving price,contract time or changes in the
23 Work with the Successful Bidder. Discrepancies between the multiplication of units
24 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
25 between the indicated sum of any column of figures and the correct sum thereof will
26 be resolved in favor of the correct sum. Discrepancies between words and figures
27 will be resolved in favor of the words.
28
29 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
30 among the Bidders, Bidder is an interested party to any litigation against City,
31 City or Bidder may have a claim against the other or be engaged in litigation,
32 Bidder is in arrears on any existing contract or has defaulted on a previous
33 contract, Bidder has performed a prior contract in an unsatisfactory manner,or
34 Bidder has uncompleted work which in the judgment of the City will prevent or
35 hinder the prompt completion of additional work if awarded.
36
37 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers,and
38 other persons and organizations proposed for those portions of the Work as to which
39 the identity of Subcontractors, Suppliers, and other persons and organizations must
40 be submitted as provided in the Contract Documents or upon the request of the City.
41 City also may consider the operating costs, maintenance requirements, performance
42 data and guarantees of major items of materials and equipment proposed for
43 incorporation in the Work when such data is required to be submitted prior to the
44 Notice of Award.
45
46 17.3. City may conduct such investigations as City deems necessary to assist in the
47 evaluation of any Bid and to establish the responsibility, qualifications,and financial
48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and
49 organizations to perform and furnish the Work in accordance with the Contract
50 Documents to City's satisfaction within the prescribed time.
51
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,201 IAugust 17,2012
oo2t 13-9
INSTRUCTIONS TO BIDDERS
Page 9 ot'9
I 17.4. Contractor shall perform with his own organization, work of a value not less than
35tYo of the value embraced on the Contract,unless otherwise approved by the City.
3
4 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
5 responsive Bidder whose evaluation by City indicates that the award will be in the
6 best interests of the City.
7
8 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
9 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
10 the lowest bid submitted by a responsible Texas Bidder by the same amount that a
I I Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
12 comparable contract in the state in which the nonresident's principal place of
13 business is located.
14
15 17.7. A contract is not awarded until formal City Council authorization. If the Contract is
16 to be awarded, City will award the Contract within 90 days after the day of the Bid
17 opening unless extended in writing. No other act of City or others will constitute
18 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by
19 the City.
20
21 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
22
23 18. Signing of Agreement
24 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
25 required number of unsigned counterparts of the Agreement. Within 14 days thereafter
26 Contractor shall sign and deliver the required number of counterparts of the Agreement to
27 City with the required Bonds, Certificates of Insurance, and all other required documentation.
28 City shall thereafter deliver one fully signed counterpart to Contractor.
29
30
31
32 END OF SECTION
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,201 I Attgust 17,2012
00 35 13
BID FORM
Page 1 of 1
SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVIT
Each bidder, offeror, or respondent(hereinafter also referred to as"you")to a City of Fort Worth (also
referred to as"City") procurement are required to complete Conflict of Interest Questionnaire(the
attached CIQ Form)and Local Government Officer Conflicts Disclosure Statement(the attached CIS
Form) below pursuant to state law.This affidavit will certify that the Bidder has on file with the City
Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also
be downloaded from the website links provided below.
hftp:/AwNw,ethics.state,tx.us/forms/CIQ.pdf
hftp://www.ethics.state.tx.us/forms/CIS.pdf
CIQ Form is on file with City Secretary
❑ CIQ Form is being provided to the City Secretary
CIS Form is on File with City Secretary
❑ CIS Form is being provided to the City Secretary
BIDDER:
JLB Contracting, LLC By: James G Humphrey
PO Box 24131 Signature:
Fort Worth,Texas 76124 Title: VP
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Alta Vista Proposal Add 2
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: Paving, Drainage,Water and Sewer Improvements to serve Alta Vista Road
City Project No.: 562
Units/Sections: Unit I-Water Improvements
Unit II-Sewer Improvements
Unit III-Drainage Improvements
Unit IV-Paving Improvements
Unit V-Street Light Improvements
1. Enter Into Agreement
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the
' Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within
the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance,will do so pending contract award,and will provide a valid
insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or
entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization,
or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt,fraudulent,collusive,or coercive practices in competing for the Contract. For the
purposes of this Paragraph:
a. "corrupt practice"means the offering,giving, receiving,or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
b. "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding
process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels,or(c)to
deprive City of the benefits of free and open competition.
c."collusive practice"means a scheme or arrangement between two or more Bidders,with or without the
knowledge of City,a purpose of which is to establish Bid prices at artificial, non-competitive levels.
d."coercive practice"means harming or threatening to harm,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 20120327 Alta Vista Proposal Add 2
00 41 00
BID FORM
Page 2 of 3
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
a. 8"Water Line Urban&Renewal&8"Sewer Line Urban&Renewal
b. 21"to 42"Storm Drain Line
c. 9"Concrete Paving
d. Street Lights
4. Time of Completion
x 4.1. All time limits for Milestones, if any,and Final Acceptance as stated in the Contract Documents are of the essence to
this Contract. Liquidated damages shall apply to project and milestone completion dates.
The Work for Milestone 1,all utility,all paving and sidewalk improvements along the south side of the road will be
j complete for Final Acceptance within 90 calendar days after the date when the Contract Time commences to run as
provided in Paragraph 2.03 of the General Conditions. Two way traffic and full access to the adjacent elementary
school shall be provided by August 12,2013.
The Work for Milestone 2,all street lights,remaining sidewalk improvements along the road and any other items,will be
complete for Final Acceptance within 120 calendar days after the date when 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 Alta Vista Proposal Add 2
i
00 41 00
BID FORM
Page 3 of 3
6.3. Evaluation of Alternate Bid Items<use this if applicable,otherwise delete>
Total Base Bid<use this if applicable, otherwise delete> $1,063,291.09
Alternate Bid<use this if applicable,otherwise delete> $0.00
Deductive Alternate<use this if applicable,otherwise delete> $0.00
Additive Alternate<use this if applicable,otherwise delete> $0.00
Total Bid $1,063,291.09
7. Bid Submittal
This Bid is submitted on Thursday,January 10,2013 by the entity named below.
Respectfully submitted, Receipt is acknowledged of Initial
the following Addenda:
By: Addendum No. 1:
' (Signature) Addendum No.2:
Addendum No.3:
James G Humphrey Addendum No.4:
i
(Printed Name)
Title: Executive VP
Company: JLB Contracting, LLC Corporate Seal:
Address: PO Box 24131 ,,d®zI
�®®S/®®
Fort Worth,Texas 76124
State of Incorporation: Texas
Email: 54
Phone: 817-261-2991
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Alta Vista Proposal Add 2
004243
BID PROPOSAL
Page I of 3
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Description Specification Unit of Bid Quantity Unit Price Bid Value
No. Section No. Measure
Unit 1:Water Improvements
3311.0241 8"Water Pipe 3311 10,33
1-01 LF
1112 141 $38.00 $5,358.00
1-02 9999.0000 2.5"Copper Water Tube 3311 10,33 LF
1112 1 $66.00 $990.00
1-03 3312.3003 8"Gate Valve 33 12 20 EA 1 $1,780.00 $1,7 8 0.00
1-04 3312.3001 4"Gate Valve 2 0 EA 1 $860.00 $860.00
.......... .......... .............
1-05 9999.0000 2.6"Corp Stop 33 12 20 EA 1 $290.00 $290.00
.............. ---------- ......... ........----------
1.06 3311.0001 Ductile Iron Water Fittings 3311 11 TON 0.52 $7,050.00 $3,666.00
- -
1-07 9999.0000 2.5"Water Abandonment Plug 0241 14 EA i vx oc $230.00
1-08 3305.0109 Trench Safety n 65 io LF 13-2 --$3.92 $517.44
1-09 3471.0001 Traffic Control 34__71 13 MO- -_0-.-5--0 $1,160.00 $580.00
Unit II:Sewer Improvements
-
333141115 &;Sewer Pipe- 3311 10,33
11-01 31 12,3331 LF
20 171 $35.00 $5,985.00
11-02 3331.3306 8"DIP Sewer Service 3331 50 LF 9 $171.00 $1,539.00
11-03 0330.0001 Concrete Encase SewerPipe- ------ -- 03 30 00 CY 0.60 $4 11 3 5.00 $2 61 1.0 0
.................. ............ .................. ....................... ..................... -------------...................
3339.1001 4'Manhole 33 39 10,33
11-04 3920 EA 2 $5,565.00 $11,130.00
--...1.1......................... .......... --------------
11-06 3339.1003 4'Extra Depth Manhole 33 39 10,33 VF
3920 7 $205.00 $1,435.00
............................. ............. ------------------.......
11-06 3301.0101 Manhole Vacuum Testing h 6-i n -- EA 2 3-6..*0 0 $272.00
11-07 3305.0112 Concrete Collar 33 05 17 . EA 2 $470.00 $940.00
1 1-08 3301.0002 Post-CCTV Inspection 3301 31 LF 180 $3.80 $684.00
11-09 3305.0109 Trench Safety 33 05 10 LF 180 $4.80 $864.00
-------------- ---------------------
11-10 3201.0400 Temporary Asphalt Paving Repair 3201 18 LF 190 19.45 $3,695.50
--------------------
Unit III:Drainage Improvements
3-34160-20-1 -2-1"-R-C-0-,Class 111 33 41 10 LF 52 $47.00 $2,444.00
--------- -------------
111-02 3341.0205 24"RCP,Class 111 3341 10 LF 16 $72.00 $1,080.00
.....................------------
111-03 3341.0208 27"RCP,Class 111 3341 10 LF 16 $90.00 $1,440.00
111-04 3341.0309 36"RCP,Class 111 3341 10 LF 22 $120.00 $2,640.00
-4i4ACP,Class III LF
111-05 3341.0409 3341 10 600 $160.00 $90,000.00
111-06 3349.0002 5'Storm Junction Box 33 49 10 EA 2 $4,325.00 $8,650.00
................... ---------------------- ------------------
111-07 3349.5001 10'Curb Inlet 33 49 20 EA 4 $3,065.00 $12,260.00
...............
111-08 3349.7001 4'Drop Inlet 33 49 20 EA 1 $4,250.00 $4,250.00
ill-og 9999.0000 Concrete Collar Connection 03 30 00 EA 1 $490.00 $490.00
64 3305.0,108 --Miscellaneous Structure Adjustment,-- 3-3-05 14-,--- 1 $3,,04-5.00 -$3,045.00
.................. ............ .......
111-11 0241.3401 Remove 4'Storm Junction Box 0241 14 EA 1 $415.00 $415.00
111-12 0241.4202 Remove 5'Drop Inlet 0241 14 EA 1 $430.00 $430.00
111-13 0241.4001 Remove 10'Curb Inlet 0241 14 EA 1 $330.00 $330.00
III 14 0241.3015 Remove 24"Storm Line 0241 14 LF 4 $5.00 $20.00
------------------------ ---------- -------------- -- ----------------- -- ----- ------- -------------
111-15 0241.3019 Remove 36"Storm Line 0241 14 LF 76 $5.75 $437.00
.......... .. .........
111-16 0241.3023 Remove 48"Storm Line 0241 14 LF 11 $12.26 $134.75
111-17 0241.3112 48'Storm Abandonment Plug 0241 14 EA 1 $490.00 $490.00
111-18 0241.4401 Remove Headwall/SET 0241 14 EA 2 $120.00 $240.00
..................... ............
1 -19 330510
11 3306.0109 Trench Safety LF 705 $1.24 $874.20
111-20 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 1 $350.00 $350.00
9,9-9-9-0,660-Vacuum Excavation a-v"a fi6W&-E--x-isfi n-g--Utilities, 3--3-0-5-3-O,-,_-- EA 1 $790-00,--
Unit IV:Paving Improvements
IV 0 1 3110.0101 Site Clearing 31 1000 Ls !:061-_ $14,400.00
---------------- 40 ---.- -------
IV-02 3123.0101 Unclassified Excavation 31 2316 CY 6800 $16.25 $110,500.00
31 24 00 CY 500 $1 25500
IV-03 3124.0101 Embankment
IV-04 3211.0501 6"Lime Treatment 32 11 29 SY 9558 $1.82 $17,395.561
..................... ................. ...............
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120 Alta Vista Proposal Add 2
00 42 43
BID PROPOSAL
Page 2 of
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Description Specification Unit of Bid Quantity Unit Price Bid Value
No. Section No. Measure
IV-06 3211.0400 Lime
_32 1129 TN 129 $147.00 $18,963.00
IV-07 3213.0104 9"Conc Pvmt 32 13 13 SY 76' $42.68 $327,056.84
IV-08 3213.0101 6"Cone P-vrnt 3213 13 SY 226 $39.64 $1 8 9,58-6"4
------------------
IV-09 3213.0401 6"Concrete Driveway 32 13 20 SF 3785 $4.29 $16,237.65
IV-10 3212.0302 2"Asphalt Pvmt Type D 32 12 16 SY 1186 $9.50 $11,267.00
IV-11Pvmt Type B 32 12 16 SY 1186 $19.15 $22,711.90
IV-12 3213.0301 4�'Conc Sidewalk 212 32 6 SF 10661 $3.0 6 $3262 2.66
IV-13 I - 3232.0100 Conc Ret Wall with Sidewalk 32 32 13 SF 1288 $21.30 $27,434.40
---------------
IV-14 9999.0000 6"Sidewalk Curb 32 32 13 LF 237 $2.51 $594.87
IV-1 5 9999.0000 Rock Retaining Wall 32 32 13 SF 146 $25.55 $3,730.30
IV-16 9999.0000 5'Barrier Free Ramp,Type R-1 32 13 20 EA 4 $930.00 $3,720.00
........... ----------------- ..............-1-
IV-17 9999.0000 5'Barrier Free Ramp,Type P-1 32 13 20 EA 2 $565.00 $1,130.00
IV-18 9999.0000 4'Barrier Free Ramp,Private 32 13 20 FA 2 70.00 $1,940.00
9 9999.0000 Rolled Curb 32 16 13 LF 228 $4.00 $912.00
IV-20 3214.0100 Brick Pvmt 32 14 16 SY 80 $74.50 $5,960.00
---------
IV-21 3217.2103 REFL Raised Marker TY II-A-A 32 17 23 EA 151 $4.65 $702.15
IV-22 3217.2002 Raised Marker TY Y 32 17 23 EA 230 $3.30 $759.00
IV-23 3217.0303 12"SLD Pvmt Marking Tape(W) 32 17 23 LF 801 $7.70 $61-6-.-00
IV-24 3217.0402 18"SLD Pvmt Marking Tape(W) 32 17 23 LF 253 $10.90 $2,757.70
..........
IV-25 3441.4006 Install Alum Sign Ground Mount 3441 30 EA 29 $373.00 $10,817.00
13
IV-26 3441.4007 Install Alum Sign Ex Pole Mount 3441 30 EA $293.00 $3,809.00
IV-27 9999.0000 Project Designation Sign I-H 34 41 30 EA 2 $346.00 $692.00
...........
IV-28 3471.0002 Portable Message Sign 3471 13 WK 2 $590.00 $1,180.00
................... .....................___
IV-29 9999.0000 Remove&Salvage Ex Sign 0241 13 EA 27 $370.00 $9,990.00
------- ..
IV-30 0241.1000 Remove Conc Pvmt 0241 15 SY 128 $8.30 $1,062.40
IV-31 0241.0401 Remove Concrete Drive 0241 13 SF 5265 $0.83 $4,369.95
IV-32 0241.0100 Remove Sidewalk 0241 13 SF 1802 $1.04 $1,874.08
______.____----------..............-____----__---_------------ ...........--------------
IV-33 0241.0300 Remove ADA Ramp U41 13 EA 110100 $440.00
IV-34 0241.0500_-Remove Fence---------- 02-41 1 1-3 LF 380 $2.13 $809.40
3231.0211 Barbed Wire Fence,Metal Posts 3231 26 LF 376 $7.46 $2,804.96
...........
IV-36 3305.0111 Valve Box Adjustment 33 05 14 EA 11 $265.00 $2,915.00
------------ - ---------------------------------------- ----
IV-37 3305.0107 Manhole Adjustment,Minor 33 05 14 EA 5 $446.00 $2,22500
----------
IV-38 3305.0108 Miscellaneous Structure Adjustment 33 05 14 EA 3 $2,960.00 $8,880.00
- ------_------ -----_-
IV-39 9999.0000 Adjust Fire Hydrant to Grade 33 05 14 EA 2 $806.00 $1,612.00
IV-40 9999.0000 Relocate Pole Mounted School Flasher 00 00 00 EA 1 $1,215.00 $1,215.00
�--.---l-.............I...........
IV-41 9999.0000 Relocate Mast Arm Mounted School Flasher 00 00 00 EA 1 $3,410.00 $3,410.00
IV-42 3291.0100 Topsoil 3291 19 CY 760 $16.00 $12,160.00
................
IV-43 3471.0001 Traffic Control 3471 13 MO 4 $1,695.00 $6,780.00
IV-44 3292.0400 Seeding,Hydromulch 32 92 13 SY 4550 $1.02 $4,641.00
IV-45 3125.0101 1 acre 31 2500 LS 1 $1,065.00 $1,065.00
...............-
9999.0000 Restoration of Landscape Area at Subdivision Entrances 32 93 43
IV-46 EA 10000 $1.00 $10,000.00
............. ------------------------------ ..... .............-.......... .......... ...........................-_----------------_-_--------
IV-47 9999.0000 Utility Adjustment 33 05 14 EA 25000 $1.00 $25,000.00
--------------------,--
IV48 9999.0000 Tree Replacement 32 93 43 EA 25000 $1.00 $25,000.00
IV-49 3900.0111 Misc Force Account-Install 00 00 00 EA 35000 $1.00 $35,000.00
IV-50 9999.0000 4"Cone Sidewalk for Cone Ret Wall 32 13 20 SF 3362 $6.15 $20,614.80
.................
Unit V:Street Light improvements
---_-_---------------
V-01 2605.3011 2"CONDT PVC SCH 40 M 26 05 33 LF 2015 $5.22, $10,518.30
V-02 3441.1502 Ground Box,Small,w/Lid Apron 3441 10 EA 9 $7,380.00
V-03 3441.3002 Rdwy Illum Assmbly TY 8,11,D-25,and D-30 3441 10 EA 14 $1,190.00, $16,660.00
............ ........... ---------------
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
F.-Revised 20120120 Alta Vista Proposal Add 2
00 42 43
BID PROPOSAL
Page 3 of
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Description Specification Unit of Bid Quantity Unit Price Bid Value
No. Section No. Measure
-------------
V-04 3441.3101 100W HPS PC Lighting Fixture 34 41 20 EA 14 $180.00 $2,520.00
V-05 3441.3301 Rdwy Ilium Foundation TY 1,2,and 4 3441 20 EA 14 $830.00 $41i,620.00
V-06 3441.3404 2-2-2-4 Quadplex Alum Efec Conductor 34 41 20 EA _2012 $2.47 $4,969.64
................... .................. -------------
V-07 3441.3502 Relocate Street Light Pole 3441 20 EA 1 $1,370.00 $1,370.00
--------------- - ---------- -—----------—------------- ------------
V-08 9999.9999 Exploratory Vacuum Excavation of Existing Utilities 00 00 00 EA 5 !W0 60 $1,350.00
V-09 3441.3312 Contact Enclosure,Pad Mount 3441 20 EA 1 $875.00 $875.00
V-10 2605.0111 ELECSERVPED 26 05 00 EA 1 $4,150.00 $4,150.00
Bid Summary
Total Bid 1 $1,063,291.091
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120 Alta Vista Proposal Add 2
j;
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 nonresident's principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications.The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Nonresident bidders in the State of :State Here:or:Blahk,our principal place of business,
' are required to be l f ere ;I percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of =Sttat Hare q Blaa i,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. MI
BIDDER:
JLB Contracting, LLC By:James G Humphrey
PO Box 24131 i✓
(Signature)
Fort Worth,Texas 76124 6� G
Title: ffiam ive VP
Date:_ t o
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627 Alta Vista Proposal Add 2
004511 - I
IflDDF.RS PRFOUALIFICA"LIONS
Page I of 3
t SECTION 00 45 11
2 13IDDERS PREQUALIFICATIONS
3
1 1. Summary. All contractors are required to be prequalitied by the City prior to submitting
5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification
6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
7 not prequalitied for the work type(s) listed must submit Section 00 45 13, Bidder
8 Prequalification Application in accordance with the requirements below.
9
to `File prequalilication process will establish a bid limit based on a technical evaluation and
1 t financial analysis of the contractor. The information must be submitted seven(7) days prior
12 to the date of the opening of bids. For example, a contractor wishing to submit bids on
13 projects to be opened on the 7th of April must file the information by the 31 st day of March
14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
15 Prequalification Application, the following must accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
17 (1) Classified Balance Sheet
18 (2) Income Statement
19 (3) Statement of Cash Flows
20 (4) Statement of Retained Earnings
21 (5) Notes to the Financial Statements, if any
22 b. A certified copy of the firm's organizational documents (Corporate Charter,Articles
23 of Incorporation,Articles of Organization, Certificate of Formation, LLC
24 Regulations, Certificate of Limited Partnership Agreement).
25 c. A completed Bidder Prequalification Application.
26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas
27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification
28 number visit the Texas Comptroller of Public Accounts online at the
29 following web address w,�vw.window.state.tx.us/taxpermit/and fill out the
30 application to apply for your Texas tax ID.
31 (2) The firm's e-mail address and fax number.
32 (3) The firm's DUNS number as issued by Dun&Bradstreet. This number
33 is used by the City for required reporting on Federal Aid projects. The DUNS
34 number may be obtained at www.dnb.com.
35 d. Resumes reflecting the construction experience of the principles of the firm for firms
36 submitting their initial prequalification. These resumes should include the size and
37 scope of the work performed.
38 e. Other information as requested by the City.
39
40 2. Prequalification Requirements
41 a. Financial Statements. Financial statement submission must be provided in
42 accordance with the following:
43 (1) The City requires that the original Financial Statement or a certified copy
44 be submitted for consideration.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
0045 11 - ?
ISIDDERS PRF-OUALIFIC FIONS
P:ige 2 of 3
I (2) To be satistactory, the financial statements must be audited or reviewed
I an independent, certified public accounting firm registered and in
3 nood standing in any state. Current Texas statues also require that
4 accounting firms performing audits or reviews on business entities within
5 the State of Texas be properly licensed or registered with the Texas State
6 Board of Public Accountancy-
7 (3) The accounting firm should state in the audit report or review whether
8 the contractor is an individual, corporation,or limited liability company.
9 (4) Financial Statements must be presented in U.S. dollars at the current rate
10 of exchange of the Balance Sheet date.
i l (5) The City will not recognize any certified public accountant as
12 independent who is not, in fact,independent.
13 (6) The accountant's opinion on the financial statements of the contracting
14 company should state that the audit or review has been conducted in
15 accordance with auditing standards generally accepted in the United
16 States of America. This must be stated in the accounting firm's opinion.
17 It should: (1)express an unqualified opinion,or(2)express a qualified
18 opinion on the statements taken as a whole.
19 (7) The City reserves the right to require a new statement at any time.
20 (8) The financial statement must be prepared as of the last day of any month,
21 not more than one year old and must be on file with the City 16 months
22 thereafter, in accordance with Paragraph 1.
23 (9) The City will determine a contractor's bidding capacity for the purposes
24 of awarding contracts. Bidding capacity is determined by multiplying the
25 positive net working capital(working capital=current assets—current
26 liabilities) by a factor of 10. Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
28 prequalification purposes.
29 (10) In the case that a bidding date falls within the time a new financial
30 statement is being prepared, the previous statement shall be updated with
31 proper verification.
32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be
33 submitted along with audited or reviewed financial statements by firms wishing to be
34 eligible to bid on all classes of construction and maintenance projects. Incomplete
35 Applications will be rejected.
36 (1) In those schedules where there is nothing to report, the notation of
37 "None"or"N/A"should be inserted.
38 (2) A minimum of five(5) references of related work must be provided.
39 (3) Submission of an equipment schedule which indicates equipment under
40 the control of the Contractor and which is related to the type of work for
41 which the Contactor is seeking prequalification. The schedule must
42 include the manufacturer, model and general common description of
43 each piece of equipment. Abbreviations or means of describing
44 equipment other than provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend,or modify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or performance.
50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
00 45 11 -3
BIDDERS PREOUALIFICATioNs
Page 3 ot'3
a contractor has a valid prequalifitcation letter, the contractor will be eligible to bid
2 the preqUalified work types until the expiration date stated in the letter.
3
4
5
6
7
END OF SECTION
9
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
00 45 12
BID FORM
Page 1 of 1
SECTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
8"Water Line Urban &
Renewal &8" Sewer Line PC Contractors 13-Apr
Urban & Renewal
21"to 42" Storm Drain Line
9" Concrete Paving JLB Contracting 15-Jan
Street Lights Independent Utility Construction, Inc 13-Apr
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 By: James G Humphrey
PO Box 24131
(Signature)
Fort Worth, Texas 76124 _=
Title: ExeeatlTe VP
Date: 1 C I
T-
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120 Alta Vista Proposal Add 2
b
nn 45 26-1
CONTRACTOR COMPLIANCE WITH WORKERS COMPENSATION LAW
Page 1 of I
I SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
I 3 Pursuant to Texas Labor Code Section 406.096(a),as amended, Contractor certifies that it
J 4 provides worker's compensation insurance coverage for all of its employees employed on City
5 Project No. 00562. Contractor further certifies that, pursuant to Texas Labor Code, Section
1 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
I7 Worker's compensation coverage.
8
9 CONTRACTOR: Sam Davis
to President
II .-T,0 ���p�IC77Nb' L-� By:
12 Company (Please Print)
13
14 �o Box a 4/i3i Signature:
15 Address
16 17 _D,QT lvORry, TX Title: s r z,C.•..•�
18 City/'State/Zip (Please Print)
1 19
20
21 THE STATE OF TEXAS §
22
23 COUNTY OF TARRANT §
24
25 BEFORE ME,the undersigned authority, on this day personally appeared
26 64m ,Dj4y1-5 , known to me to be the person whose name is
27 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
28 the act and deed of J�,C Q (:a4g9& /N , ZZ 6 for the purposes and
29 consideration therein expressed and in the capacity therein stated.
30
31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of
32 /11/�,e�f� ,Z013
33
34 /
35
l 36 Notary P blic in and for tfie State of Texas
37
38 END OF SECTION
UN1DA OLONAKf
WOTARY PUBLIC
39 STATE Of T&M
I My COMM.EXW 310.10 31
9
1 CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
IRevised A ly 1,2011
I
1)0 a5 a0-1
MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
Page I oT I
I SECTION 00 45 40
2 yI1NORITY BUSINESS ENTERPRISE GOAL
3 .APPLICATION OF POLICY
4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal
5 may be applicable. If the total dollar value of the contract is S50,000 or less, the ivIBE
6 subcontracting goal is not applicable.
7
8 POLICY STATEMENT
�) It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority
10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and
I l regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid.
12
13 VIBE PROJECT GOAL
14 The City's MBE goal on this project is 10% of the total bid (Base bid applies to Parks and
t5 Community Services). Note: If both MBE and SBE subcontracting goals are established for this
16 project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be
17 deemed responsive.
IS
19 COMPLIANCE TO BID SPECIFICATIONS
20 On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are
21 required to comply with the intent of the City's Business Diversity Ordinance by one of the
22 following:
23 1. Meet or exceed the above stated MBE goal through VIBE subcontracting participation, or
24 2. Yleet or exceed the above stated MBE goal through MBE Joint Venture participation, or
25 3. Good Faith Effort documentation,or;
26 4. Waiver documentation.
27 Failure to comply with the City's Business Diversity Ordinance shall result in the Bid being
28 considered non-responsive. Any questions, please contact the M/WBE Office at(817) 212-2674.
29
30 SUBMITTAL OF REQUIRED DOCUMENTATION
31 The applicable documents must be received by the Managing Department, within the following
32 times allocated, in order for the entire bid to be considered responsive to the specifications. Th
33 Offeror shall deliver.the MBEdocumentatioti in.person to the apprppriate employeeTof the 1blanagin
34 Departmenrand obtain a date/time.receipt: Stich receipt shall:be-evidence the t.the--City received th
35 documentatiorrinthe time allocated_.A faxed, opy will not-be aece fed
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 opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after
Utilization Form, if participation is less than the bid opening date,exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after
Utilization Form,if no MBE participation: the bid o ening 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
perform all subcontracting/supplier work: the bid opening date,exclusive of the bid opening date.
5. Joint Venture Form, if utilizing a joint venture received by 5:00 p.m., five (5) City business days after
to meet or exceed goal. the bid opening date,exclusive of the bid opening date.
36 END OF SECTION
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised September 19,2012
00 52 43-1
Agreement
Page] of 5
1 SECTION 00 52 43
2 THIS AGREEMENT, authorized on MAR 2�j 013 is made by and between the City of Forth
3 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
4 ("City"), and JLB Contracting, LLC, authorized to do business in Texas, acting by and through
5 its duly authorized representative, ("Contractor").
6 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
7 follows:
8 Article 1. WORK
9 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
10 Project identified herein.
11 Article 2.PROJECT
12 The project for which the Work under the Contract Documents may be the whole or only a part is
13 generally described as follows:
14 Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Alta Vista
15 Road front North Beach Street to Eddleinan Drive
16 City Project No. 00562
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract. Liquidated damages shall apply to project
21 and milestone completion dates.
22 3.2 Final Acceptance.
23 The Work for Milestone 1, all utility, all paving and sidewalk improvements along the south
24 side of the road, will be complete for Final Acceptance within 90 days after the date when
25 the Contract Time commences to run as provided in Paragraph 22.03 of the General
26 Conditions. Two way traffic and full access to the adjacent elementary school shall be
27 provided by August 12, 2013.
28
29 The Work for Milestone 2, all street lights, remaining sidewalk improvements along the
30 road and any other items, will be complete for Final Acceptance within 120 days after the
31 date when the Contract Time commences to run as provided in Paragraph 2.03 of the
32 General Conditions.
CITY OF FORT WORTH 4ha Vista Road Construction
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised August 17,2012
i
00 52 43-2
Agreement
Page 2 of 5
3.3 Liquidated damages
Contractor recognizes that time is of the essence of this Agreement and that City will
suffer financial loss if the Work is not completed within the times specified in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. The Contractor also recognizes the delays, expense and difficulties
involved in proving in a legal proceeding the actual loss suffered by the City if the Work
is not completed on time. Accordingly, instead of requiring any such proof, Contractor
agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
City $650.00 Dollars ($Six Hundred Fifty) for each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
Article 4. CONTRACT PRICE
City agrees to pay Contractor for performance of the Work in accordance with the Contract
Documents an amount in current funds of ONE MILLION SIXTY-SIX THOUSAND TWO
HUNDRED NINETY-ONE AND 09/100..................Dollars($1,066,291.09).
Article 5. CONTRACT DOCUMENTS
5.1 CONTENTS:
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:
CITY OF FORT WORTH Alta Vista Road Construction
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised August 17,2012
005243-3
Agreement
Page 3 of 5
77 a. Notice to Proceed.
78 b. Field Orders.
79 c. Change Orders.
80 d. Letter of Final Acceptance.
81
82 Article 6.INDEMNIFICATION
83 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
84 expense, the city, its officers, servants and employees, from and against any and all
85 claims arising out of, or alleged to arise out of, the work and services to be performed
86 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
87 under this contract. This indemnification provision is specifically intended to operate
88 and be effective even if it is alleged or proven that all or some of the damages beinLy
89 sought were caused,in whole or in part, by any act, omission or neLdigence of the city.
90 This indemnity provision is intended to include, without limitation, indemnity for
91 costs, expenses and legal fees incurred by the city in defending against such claims and
92 causes of actions.
93
94 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
95 the city,its officers, servants and employees,from and against any and all loss, damage
96 or destruction of property of the city, arising out of, or alleged to arise out of,the work
97 and services to be performed by the contractor, its officers, agents, employees,
98 subcontractors, licensees or invitees under this contract. This indemnification
99 provision is specifically intended to operate and be effective even if it is alleged or
100 proven that all or some of the damages beinL sought were caused, in whole or in part,
101 by any act,omission or neLrlil!ence of the city.
102
103 Article 7. MISCELLANEOUS
104 7.1 Terms.
105 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
106 have the meanings indicated in the General Conditions.
107 7.2 Assignment of Contract.
108 This Agreement, including all of the Contract Documents may not be assigned by the
109 Contractor without the advanced express written consent of the City.
110
111 Article 7. MISCELLANEOUS
112 7.1 Terms.
113 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
114 have the meanings indicated in the General Conditions.
115 7.2 Assignment of Contract.
116 This Agreement, including all of the Contract Documents may not be assigned by the
117 Contractor without the advanced express written consent of the City.
118
- CITY OF FORT WORTH Alto Vista Road Construction
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised August 17,2012
00 52 43-4
Agreement
Page 4 of 5
119 7.3 Successors and Assigns.
120 City and Contractor each binds itself, its partners, successors, assigns and legal
121 representatives to the other party hereto, in respect to all covenants, agreements and
122 obligations contained in the Contract Documents.
123 7.4 Severability.
124 Any provision or part of the Contract Documents held to be unconstitutional, void or
125 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
126 remaining provisions shall continue to be valid and binding upon CITY and
127 CONTRACTOR.
128 7.5 Governing Law and Venue.
129 This Agreement, including all of the Contract Documents is performable in the State of
130 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
131 Northern District of Texas,Fort Worth Division.
132 7.6 Other Provisions.
133 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
134 classified, promulgated and set out by the City, a copy of which is attached hereto and
135 made a part hereof the same as if it were copied verbatim herein.
136 7.7 Authority to Sign.
137 Contractor shall attach evidence of authority to sign Agreement, if other than duly
138 authorized signatory of the Contractor.
139
140 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
141 counterparts.
142
143
144
145
146
147
148
149
_ 150
151
152
153
154
155
156
157
158
159
160
161
162
CITY OF FORT WORTH Alta Vista Road Construction
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised August 17,2012
005243-5
Agreement
Page 5 of 5
163 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
164
Contractor: Ci of
u&
B :
Fernando Costa
By — Assistant City Manager
(Signature)
Date �
Sam Davis Attest: � �� 4Lk�rmted a e) City Secretary T®oaap000�ooL.44
�reslden (Seal) oe pow
Title:
0 0
1�
Address: PQ gox ci1,l/C�/ 0 °a d
M&C C- 2-Le I"�1 �� 0 0
Date: 3 2. to 13 �� ooa�0 �o
City/State/Zip: N ak;r JOaAT6/ Approved as to Form and Legality:
Date c vV� ah�l lc re
165 Assistant City Attorney
166
167 APPROVAL RECOMMENDED:
168
170 / 1 1
1 (� (�
171 pDoug iersig, P.E.
172
173 Transportation Public Works
174
OFFICIAL RECORD
Clry$ECRET'ARY
FT. WpRrn TIC
CITY OF FORT WORTH Alta Vista Road Construction
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projecl No.00562
Revised August 17,2012
0061 13-1
PERFORMANCE BOND
Page I of 3
Bond No. 6067184
SECTION 00 6113
PERFORMANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we,JLB Contracting,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 Sixty-six Thousand Two Hundred Ninety-one and
09/100.................. Dollars ($1,066,291.09), lawful money of the United States,to be paid in
Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we
bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally,
firmly by these presents.
WHEREAS,the Principal has entered into a certain written contract with the City
awarded the day of MAR 2 6 2013 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 Pavement Reconstruction and Water
and Sanitary Sewer Replacement on Alta Vista Road from North Beach Street to Eddleman
Drive, City Proiect No. 00562
NOW,THEREFORE,the condition of this obligation is such that if the said Principal
shall faithfully perform it obligations under the Contract and shall in all respects duly and
faithfully 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 of the Contract that may be granted on the part of the City,then this obligation shall be
and become null and void, otherwise to remain in full force and effect.
PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division.
CITY OF FORT WORTH Alta Vista Road Construction
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00562
Revised August 17,2012
0061 13-2
PERFORMANCE BOND
Page 2 of 2
Bond No. 6067184
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statue.
4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the day of-MAR 2 6 201�20_
6 PRINCIPAL:
7 JLB CONTRACTING,LLC
8
9
10 BY:
11 Signature
12 ATTEST:
13 �_/ . Sam Davis
14
15 rin tpal) Secretary Nam a
16
17 Address: P.O.Box 24131
18 / Fort Worth,Texas 76124
19 ,
20
21 Wi e's as to P incipal
22 SURETY:
23 WESTFIELD IN NCE COMPANY
24
25
26 BY: AA
27
28
29 Kyle W.TS ' y,Attorney-in-Fac
30 Name and Title
31
32 Address: 555 Republic Drive, Suite 450
33 Plano,Texas 75074
34
35 Z
36 Witness s to Surety Eliza eth Gray Telephone Number: 972-516-2600
37
38
39
40 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract
41 from the by-laws showing that this person has authority to sign such obligation. If
42 Surety's physical address is different from its mailing address, both must be provided.
43 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH Alta Vista Road Construction
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00562
Revised July 1,2011
0061 14-1
PAYMENTBOND
Page I of 2
i
Bond No.6067184
SECTION 00 61 14
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, JLB Contracting, LLC., known as "Principal" herein, and Westfield
Insurance Co., 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 Sixty-six Thousand Two Hundred Ninety-one
and 09/100) Dollars ($1.066.291.09), lawful money of the United States, to be paid in Fort
Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
firmly by these presents:
WHEREAS, Principal has entered into a certain written Contract with City, awarded the
of 2013, 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 as defined by law, in the prosecution of the Work as provided for in said Contract and
designated as Pavement Reconstruction and Water and Sanitary Sewer Main Replacement
on Alta Vista Road from North Beach Street to Eddleman Drive City Proiect No. 00562.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
the Contract, then this obligation shall be and become null and void; otherwise to remain in full
force and effect.
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 statute.
CITY OF FORT WORTH Alta Vista Road Construction
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00562
Revised July 1,2011
0061 14-2
PAYMENT BOND
Page 2 of 2
Bond No. 6067184
1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
2 this instrument by duly authorized agents and officers on this the day oMAR 2 6 201�20 .
3
PRINCIPAL:
JLB CONTRACTING, LLC
ATTEST: BY: Signature
Sam Davis
President
r' pal) Se etary Name and Title
Address: P.O. Box 24131
i Fort Worth,Texas 76124
Wi e s as to Principal
SURETY:
WESTFIELD INSURANCE COMPANY
ATTEST: BY:
Sign
Kyle W. Sweeney,Attorney-in-Fact
(Surety) Secretary Name and Title
Address: 555 Republic Drive, Suite 450
Loh Plano, Texas 75074
L
Witness- s to Surety Elizabeth ray
Telephone Number: 972-516-2600
4
5 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
6 bylaws showing that this person has authority to sign such obligation. If Surety's physical
7 address is different from its mailing address, both must be provided.
8
9 The date of the bond shall not be prior to the date the Contract is awarded.
10 END OF SECTION
CITY OF FORT WORTH Alta Vista Road Construction
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00562
Revised July 1,2011
0061 19-1
MAINTENANCE BOND
r
Page 1 of 3
Bond No. 6067184
SECTION 00 6119
MAINTENANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we JLB Contracting,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 the State of Texas, known
as "City"herein, in the sum of One Million Sixty-six Thousand Two Hundred Ninety-one
and 09/100..............) Dollars ($1,066,291.09), lawful money of the United States,to be paid in
Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made unto the
City and its successors,we bind ourselves, our heirs, executors, administrators, successors and
assigns,jointly and severally, firmly by these presents.
WHEREAS,the Principal has entered into a certain written contract with the City awarded
the day of MAR 2 6 2013 , 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 Pavement Reconstruction and
Water and Sanitary Sewer Main Replacement on Alta Vista Road from North Beach Street
to Eddleman Drive,, City Project No. 00562; 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 two(2) years
after the date of Final Acceptance of the Work by the City("Maintenance Period"); and
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the City of the need therefor at any time within the Maintenance
Period.
CITY OF FORT WORTH Alta Vista Road Construction
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised August 17,2012
0061 19-2
MAINTENANCE BOND
Page 2 of 3
Bond No. 6067184
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
11 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
15 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in
16 Tarrant 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 obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH Alta Vista Road Construction
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00562
Revised July 1,2011
0061 19-3
MAINTENANCE BOND
Page 3 of 3
Bond No. 6067184
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 ofMAR 2 6 201320_.
3
4 PRINCIPAL:
5 JLB CONTRACTING, LLC
6
7
8 BY:
9 Signat�yt.6 Davis
10 ATTEST- b
11 President
12
13 rinc' al)Secretary Name and Title
14
15 Address: P.O. Box 24131
16 Fort Worth,Texas 76124
17
18 0
19 Wi es as to Princ pal
20 SURETY•
21 WESTFI D W URANC�COMPANY
22
23
24 BY:
25 ture
26
27 Kyle W. Sweeney,Attome -in-Fa t
28 ATTEST: Name and Title
29
30 Address: 555 Republic Drive, Suite 450
31 (Surety)Secretary Plano,Texas 75074
32 A
33 �u� �� !�
34 Witness a o Surety Elizabeth Gray Telephone Number: 972-516-2600
35
36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
37 from the by-laws showing that this person has authority to sign such obligation. If
38 Surety's physical address is different from its mailing address, both must be provided.
39 The date of the bond shall not be prior to the date the Contract is awarded.
40
CITY OF FORT WORTH Alta Vista Road Construction
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00562
Revised July I,2011
{
IMPORTANT NOTICE AVISO IMPORTANTE
I
To obtain information or make a complaint: Para obtener informacion o para someter una
queja:
You may call Westfield Insurance Company's
and/or Ohio Farmers Insurance Company's Usted puede Ilamar al numero de telefono gratis de
toll-free telephone number for information or to Westfield Insurance Company's /Ohio Farmers
make a complaint at: Insurance Company's para informacion o para
someter una queja al:
1-800-368-3597
1-800-368-3597
You may also write to Westfield Insurance
Company and/or Ohio Farmers Insurance Usted tambien puede escribir a Westfield Insurance
Company at: Company/Ohio Farmers Insurance Company:
555 Republic Drive, Suite 450 555 Republic Drive, Suite 450
Plano, Texas 75074-8848 Plano, Texas 75074-8848
You may contact the Texas Department of Puede comunicarse con el Departamento de
Insurance to obtain information on Seguros de Texas para obtener informacion acerca
companies, coverages, rights or complaints de companias, coberturas, derechos o quejas al:
at:
1-800-252-3439
1-800-252-3439
Puede escribir al Departamento de Seguros de
You may write the Texas Department of Texas:
Insurance:
P. O. Box 149104
P. O. Box 149104 Austin, TX 78714-9104
Austin, TX 78714-9104 Fax: (512) 475-1771
Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us
Web: http://www.tdi.state.tx.us E-mail: Con sumerProtection(ctdi.state.tx.us
E-mail: Consu merProtectio n(a tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
PREMIUM OR CLAIM DISPUTES: Si tiene una disputa concerniente a su prima o a un
Should you have a dispute concerning your reclamo, debe comunicarse con el agente o
premium or about a claim you should Westfield Insurance Company/Ohio Farmers
contact the agent or Westfield Insurance Insurance Company primero. Si no se resuelve la
Company and/or Ohio Farmers Insurance disputa, puede entonces comunicarse con el
Comapny first. If the dispute is not resolved, departamento (TDI).
you may contact the Texas Department of
Insurance. UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
ATTACH THIS NOTICE TO YOUR convierte en parte o condicion del documento
POLICY: This notice is for information only adjunto.
and does not become a part or condition of
the attached document.
i
POWER#ANU155ULD PRIORTOU4rZU111, FORANY PERSON OR NtRavn-
POWER NO. 4220052 06
General Westfield Insurance Co.
Power
of Attorney Westfield National Insurance Co.
CERTIFIED COPY Ohio Farmers Insur anceWestfidr Coo
Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO
y FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a 'Company' and collectively 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 SEVERALLY
k�
t
of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact,with full power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments-or contracts of
suretyship- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -
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
seal of the applicable Company and duly attested by its Secretary, hereby ratifying and 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 OHIO 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 behalf of the Company subject to the following provisions:
The Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney-in-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 Resolved,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 certificate bearing facsimile 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).
In Witness Whereof,WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE
COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of
APRIL A.O.,2011 .
Corporate . %oaAk"1/1......I .... "'w WESTFIELD INSURANCE COMPANY
_ Affixed .�`' .os.�c4' =O�'.. ...N G 4�, WESTFIELD NATIONAL INSURANCE COMPANY
s,,,� f OHIO FARMERS INSURANCE COMPANY
i~ �/ .�.17J41 ••y 'H: SEALin- .m: sO� •'o_ _ `
=7'., ;ion? z :,1848::�£ `
•.... ,.�
By:
State of Ohio ""'�I*" """`"�r• Richard L.Kinnaird, Jr., National Surety Leader and
County of Medina ss.: 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 WESTFIELD INSURANCE COMPANY,WESTFIELD
NATIONAL INSURANCE COMPANY and OHIO 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 '
Seat a%A L. s •
Affixed
• William J. Kahelin,A rney at Law, Notary Public
State of Ohio :N 4010 My Commission Does Not Expire(Sec.147.03 Ohio Revised Code)
County of Medina ss.: vyT� 0 ,
I,Frank A..Carrino,Secretary of WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE 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.effect;and furthermore,the resolutions of the Boards of Directors,set out in the Power of Attorney are
in full force and effect.
In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this day of
A.D, MAR 2 6 202
--
.....,•. 4�
to,s P v• N••- •��� ✓ i
14.
u~i SEAL ;m: o: Sarnrtary
1848 :�` Frank A.+Cafrino. Sear etafy
','''•111111k 111.1.•```,, „""I"INI""`,,,•`
BPOAC2 (combined) (06-02)
0 61 -15 1
FIRTIFICA IT.OF INSURANCE
Pace I of I
SECTION 00 61 25
2 CERTIFICATE OF INSURANCE
3
5
6 Issembler: Pm-Cowract 0oculnelit e.r("clitioll, 1-ellion, this polle and rephice Ivith sumdarel
7 1 GORL) Ccrtiticale ol Insur(ince lorm.1
10
ll
12
13
14
15
16
17
18
t9
10
23
24 END OF SECTION
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Augwi 17,21012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1 — Definitions and Terminology.......................................................................................................... 1
1.01 Defined Terms............................................................................................................................... 1
1.02 Terminology..................................................................................................................................6
Article2— Preliminary Matters.........................................................................................................................7
2.01 Copies 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 Meeting......................_.......................................................................................................8
2.07 Initial Acceptance of Schedules....................................................................................................8
Article 3—Contract Documents: Intent, Amending, Reuse............................................................................8
3.01 Intent..............................................................................................................................................8
3.02 Reference Standards......................................................................................................................9
3.03 Reporting and Resolving Discrepancies.......................................................................................9
3.04 Amending and Supplementing Contract Documents.................................................................10
3.05 Reuse of Documents................................................................................................................... 10
3.06 Electronic Data............................................................................................................................ I I
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
Article5—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................................................................................................................ IS
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:Augtut 17,2012
6.02 Labor; Hours-------------------------------------.Z0
6.03 3 andEquipment -----------------------------.20
6.04 Project Schedule..........................................................................................................................2i
! 6.05 Substitutes and ----------------------------------.21
6.06Concerning and Others....................................................................24
6.07 Wage Rates..................................................................................................................................2j
� 6.08 Patent Fees and Royalties-----------------------------------..20
6.09 Pen-nits and Utilities....................................................................................................................27
h]O Laws and Regulations----------------------------------.--..27
� 6.11 Taxes ...........................................................................................................................................28
6.12 Use o[Site and Other Areas ....................................................................................................... 8
6.13 Record Documents......................................................................................................................29
« 6.14 Safety and Protection..................................................................................................................2q
6.15 Safety Representative -------------------------------------..3O
6.16 Ruzucd Communication Programs --.------------------------.----30
� 6.17 Emergencies and/or[lootfioo1iou...............................................................................................30
6.18 Submittals....................................................................................................................................31
6.19 Continuing the Work...........................................................
........................................................32
K 020 Contractor's General Warranty and Guarantee..........................................................................32
621 Indemnification----------------------------------------.33
622 Delegation of Professional Design Services..............................................................................34
> 6.23 Right tn Audit................................................................
..............................................................34
0.24 ---------------------------------------.35
y Article 7-Other Work ot the Site--------.-----------------------.. 35
" ------.
7.01 Related Work u1 Site...................................................................................................................35
7.02 Coordination................................................................
................................................................36
" Article 8-Citv'n Responsibilities--------------------------------------.30
8.01 Communications to Contractor...................................................................................................36
� 8.02 Furnish Data................................................................................................................................36
' 8.03 Pay When Due ............................................................................................................................36
8.04 Lands and Easements; Reports and Tests...................................................................................36
� 8.05 Change Orders.............................................................................................................................30
^ 8]k6 Inspections, Tests, and Approvals-------------------------------.36
8.07 Limitations ouCity'n Responsibilities.......................................................................................37
� 8.08 Undisclosed Hazardous Environmental Cnuddiou----------------------..37
� 8.09 Compliance with Safety Program-------------------------------..37
Article 9-Chy`a Observation Status During Construction...........................................................................37
� 9.01 []h/mprojeot Representative ---------------------------------..37
9.02 Visits to Site................................................................................................................................]7
9.03 Authorized Variations in Work..................................................
................................................38
� 9.04 Rejecting Defective Work.........................................................................................
-----.38
9.05 Determinations for Work Performed..........................................................................................38
9.06 Decisions on Requirements nf Contract Documents and Acceptability of Work.....................3O
CITY m FORT WORTH
3 STANDARD CONSTRUCTION mpscmcxnomDOCUMENTS
� xmi`um:Augm/7,zoo
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 Surety..................................................................................................................39
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 of Defective Work...................................................................................................51
13.09 City May Correct Defective Work.............................................................................................51
Article 14-Payments to Contractor and Completion....................................................................................52
14.01 Schedule of Values......................................................................................................................52
14.02 Progress Payments......................................................................................................................52
14.03 Contractor's Warranty of Title...................................................................................................54
14.04 Partial Utilization........................................................................................................................55
14.05 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
t5.01 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 17,2012
Article17— Miscellaneous..............................................................................................................................62
t7.01 Giving Notice..............................................................................................................................62
17.02 Computation of Times................................................................................................................62
17.03 Cumulative Remedies.................................................................................................................62
17.04 Survival of Obligations...............................................................................................................63
17.05 Headings......................................................................................................................................63
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:August 17,2012
IA)7200- I
(ienerJl Conditions
P:we I of 63
ARTICLE 1 — DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement--The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3. Application for Payment—The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
4. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
5. Award—Authorization by the City Council for the City to enter into an Agreement.
6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder—The individual or entity who submits a Bid directly to City.
S. 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 Bid Form with any supplements.
10. Business Day— A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
11. Buzzsaw—City's on-line, electronic document management and collaboration system.
12. Calendar Dcq—A day consisting of 24 hours measured from midnight to the next midnight.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:August 17,2012
W 72 00-I
General Conditions
Pace 2 ot'63
13. Change Order—A document, which is prepared and approved by the City, which is signed
by Contractor and City and authorizes an addition, deletion, or revision in the Work or an
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. City Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. City 1 1anager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
19. Contract—The entire and integrated written document between the City and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations,representations, or agreements, whether written or oral.
20. Contract Documents—Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
21. Contract Price—The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Paragraph 11.03 in the case of Unit Price Work).
22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and(ii) complete the Work so that it is ready for Final Acceptance.
23. Contractor—The individual or entity with whom City has entered into the Agreement.
24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:August 17,2012
i II1 72 00-1
General Conditions
Page 3 of 63
25. Damage Claims — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
26. Dcry or day—A day, unless otherwise defined, shall mean a Calendar Day.
27. Director of Aviation — The officially appointed Director of the Aviation Department of the
City of Fort Worth,Texas, or his duly appointed representative, assistant, or agents.
28. Director of'Parks and Community Semites — 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. Director of Water Department— The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra Work — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents. Extra work shall be part of the Work.
36. Field Order—A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
37. Final Acceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfaction of the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:August 17,2012
00 72 00-I
General Conditions
Page 4 ol"63
38. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. General Requirements—Sections of Division 1 of the Contract Documents.
40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
44. 11ajor Item—An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5%of the original Contract Price or$25,000 whichever is less.
45. ALiilestone—A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
46. Notice of Award—The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
50. Plans—See definition of Drawings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:August 17,2012
007200- 1
General Conditions
Page 5 463
51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
52. Project—The Work to be performed under the Contract Documents.
53. Project Representative—The authorized representative of the City who will be assigned to
the Site.
54. Public Ifeeting — 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 AYlaterial—Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday(excluding legal holidays).
57. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
59. Schedule of Vahies—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 having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:August 17,2012
007200-1
General Conditions
Page 6 of 63
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. SuccesVid Bidder—The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent— The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
66. Supplementary Conditions—That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals,or traffic or other control systems.
69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Working Hours —Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. Work—The entire construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and documentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Working Day—A working day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the performance of the principal unit of
work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
- B. Intent of Certain Terms or Adjectives:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:August 17,2012
007200-1
general Conditions
Page 7 oP63
L The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval 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
fiirnishing 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—PRELINHNARY 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:August 17,2012
00 72 00-1
tieneral Conditions
Page 8 oC63
2.03 Starting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Constniction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconstniction 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 illfeeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance of'Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereof) to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or from prevailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, format and style. Some Specification sections may be
written in varying degrees of streamlined or declarative style and some sections may be
relatively narrative by comparison. Omission of such words and phrases as "the Contractor
shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined
sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions
may appear in various parts of a section or articles within a part depending on the format of the
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section. The Contractor shall not take advantage of any variation of form, format or style in
making Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 Reference Standards
A. Standards, Specifications, Codes,Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision 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 subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any of its
officers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the performance of the Work or any duty or authority
to undertake responsibility inconsistent with the provisions of the Contract Documents.
3.03 Reporting and Resolving Discrepancies
A. Reporting Discrepancies:
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 Performance of Work: If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation , (b) any standard, specification, manual, or code, or(c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
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6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
l. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier(whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal(subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereof) prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written
verification or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies) and other
Specifications referenced and located on the City's Buzzsaw site. Files in electronic media
format of text, data, graphics, or other types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained or derived from such electronic files
will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring 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—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability ofLancls
A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for
permanent structures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project
Schedule submitted by the Contractor in accordance with the Contract Documents must
consider any outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
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C. Contractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Subsurface and 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 Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members,partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings, or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any"technical data"on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Price and Time Adjustments
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if:
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Shown or Indicated: The information and data shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to City or Engineer by the owners of such Underground
Facilities, including City, or by others. Unless it is otherwise expressly provided in the
Supplementary Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown or Indicated:
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Points
A. City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stakes or other customary method of marking to establish line and grades for
roadway and utility constriction, centerlines and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes or relocations. Contractor shall report to City whenever any reference point or property
monument is lost or destroyed or requires relocation because of necessary changes in grades or
locations. The City shall be responsible for the replacement or relocation of reference points or
property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall
notify City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full
cost for replacing such points plus 25% will be charged against the Contractor, and the full
amount will be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B. Limited Reliance by Conti-actor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members,partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing).
City may consider the necessity to retain a qualified expert to evaluate such condition or take
corrective action, if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Contractor: (i) specifying that such condition and any affected area is or has
been rendered suitable for the resumption of Work; or (ii) specifying any special conditions
under which such Work may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then City may order the portion of the Work that is in the area affected by such
condition to be deleted from the Work. City may have such deleted portion of the Work
performed by City's own forces or others.
G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City,from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resohition costs) arising out of or relating to a Hazardous
Environmental Condition created by Contractor or by anyone for whom Contractor is
responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify 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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ARTICLE 5— BONDS AND INSURANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and ALlaintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the 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 shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property&Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure of the City to demand such certificates or other evidence of fiill 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 shall be written on the "occurrence basis". If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall 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.
11. Any deductible in excess of$5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by 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
law or regulations binding upon either party or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
f
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
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insurance or self-insurance programs afforded to the City. The Commercial General Liability
policy, shall have no exclusions by endorsements that would alter of nullify premises/operations,
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing.
For construction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
three (3) years following the completion of the project (if identified in the Supplementary
Conditions).
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto',
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the requirements identified in the
Supplementary Conditions.
E. 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 shall so notify the Contractor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor
shall provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Contract Documents, the City shall notify the Contractor in writing of such failure
prior to the start of the Work, or of such failure to maintain prior to any change in the required
coverage.
ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
6.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication)to perform Work:
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 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source,kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
D. All items of standard equipment to be incorporated into the Work shall be the latest model at the
time of bid, unless otherwise specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification 01 32 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 Substitutes and "Or-Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or-equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or-Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or-equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
a) perform adequately the functions and achieve the results called for by the general
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
b) whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
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c) whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: if a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 6.05.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an"or-equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or-equal" at Contractor's expense.
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G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a
Substitute shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall perform with his own organization, work of a value not less than 35%, of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business
Diversity Ordinance(as amended)by the following:
1. Contractor shall, upon request by the City, provide complete and accurate information
regarding actual work performed by a MBE and/or SBE on the Contract and payment
therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds
for termination of the Contract in accordance with Paragraph 15.02.A. Any such
misrepresentation may be grounds for disqualification of Contractor to bid on future
contracts with the City for a period of not less than three years.
E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
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1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Dirty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty.for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs,pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's
determination that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted from successive progress payments pending a final determination of the
violation.
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D. ,Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11 th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of yhage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor from its obligations to pay for the
use of said fees or royalties to others.
B. To the fadlest extent permitted by Laws and Rezrlations, Contractor shall indemn and hold
harmless City,from and against all claims, costs, losses, and damages (including but not limited
to all.fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting fr-orn
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the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's
responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining
clearances and coordinating with the appropriate regulatory agency. The City will not reimburse
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses.
6.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and 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 Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of 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
Sales Tax Division
Capitol Station
Austin,TX 78711; or
2. littp:/hvww.win(low,state.tx.us/taxis-Lfo/tax forms/93-forms.litm I
6.12 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
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3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City,froin and
against all claims, costs, losses, and damages arising out of or relating to (my claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of' Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours alter written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor
fails to correct the unsatisfactory procedure, the City may take such direct action as the City
deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written
notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of
such costs, shall be deducted from the monies due or to become due to the Contractor.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
6.13 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and
approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during construction. These record documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
6.14 Safety and Protection
A. Contractor shall be solely responsible 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 for
removal,relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal,relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or among
employers in accordance with Laws or Regulations.
6.17 Emergencies and/or 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 work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 6.18.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 6.18.C.
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B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
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2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perform
the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or 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
5.02.13. The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the work and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL
OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN
PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the
City, its officers, servants and employees, from and against any and all loss, damage or
destruction of property of the City, arising out of, or alleged to arise out of, the work and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS
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SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS
ALLEGED OR PROVEN THAT ALL OR SOiyIE OF THE DAMAGES BEING SOUGHT
WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR
NEGLIGENCE OF THE CITY.
6.22 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified by
such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City's review
and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Right to 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. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
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Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
6.24 Nondiscr-imination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
ARTICLE 7—OTHER WORK AT THE SITE
7.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work performed
by others under this Article 7, Contractor shall inspect such other work and promptly report to
City in writing any delays, defects, or deficiencies in such other work that render it unavailable
or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so
report will constitute an acceptance of such other work as fit and proper for integration with
Contractor's Work except for latent defects in the work provided by others.
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7.02 Coordination
A. If City intends to contract with others for the performance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8—CITY'S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents.
8.03 Pay When Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements;Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of
subsurface conditions and drawings of physical conditions relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in preparing the Contract
Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the 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 Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents. The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 Visits to Site
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents including those set forth in Paragraph
8.07.
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9.03 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract 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 for YYork Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or from
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a 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 GVork
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 Or(lers
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City's correction
of defective Work under Paragraph 13.09, or(iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10.04 Extra PVork
A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work
after making written request for written orders and shall keep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to
Paragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not 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 Process
A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City for decision. A decision by City shall be required as a
condition precedent to any exercise by Contractor of any rights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the party making the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal(unless Contract allows additional time).
C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
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D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim For an adjustment in Contract Price or Contract Time will be valid if not
Submitted in accordance with this Paragraph 10.06.
ARTICLE I I —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Inchided: The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
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 11.013, 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
Working Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
1 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 workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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li. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Excluded: The term Cost of the Work shall not include any of the following items:
1. Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.0I.A.I or specifically covered by Paragraph 11.01.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them.or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C.
D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.01.A and 11.0l.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 for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price PVork
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated 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 Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of work performed or material
moved, handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities,unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The
party to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity will be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new
plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans
quantity.
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E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
{
12.01 Change of'Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.0l.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 12.0l.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.01.A.1, 11.0l.A.2. and 11.0l.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.01.A.4 and 11.01.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 12.0l.C.2.a and
12.0l.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 11.01.A.1 and 1l.Ol.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 11.0I.A.6, and
11.01.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of such net
decrease.
12.02 Change of Contract Time
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless
the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any,which is to be furnished by the City.
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ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E. If any Work (or the work of-others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor,material, and equipment.
1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or other dispute resolution costs) arising out
of or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); or City shall be entitled to accept defective Work in
accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all
costs associated with exposing, observing, and testing the defective Work.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to
such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
y Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others)will be paid by Contractor.
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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 nun from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptance of Defective Work
If, instead of requiring correction or removal and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or other dispute resolution costs) attributable to City's evaluation of and determination to
accept such defective Work and for the diminished value of the Work to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be
issued incorporating the necessary revisions in the Contract Documents with respect to the Work,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished
value of Work so accepted.
13.09 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven(7) days written notice to Contractor, 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 all court or other dispute resolution
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costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 13.09.
ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progress Payments
A. Applications for Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out
and signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect City's interest therein, 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
Work have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment.
5. The amount of retainage with respect to progress payments will be as stipulated in the
Contract Documents.
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B. Review ofApplications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for
Payment and the accompanying data and schedules, that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
determination of quantities and classifications for Work performed under Paragraph 9.05,
and any other qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a. inspections made to check the quality or the quantity of the Work as it has been
performed have been 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 Work is defective, or the completed Work has been damaged by the Contractor or his
subcontractors, requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09; or
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e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the 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 YYarranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than
the time of payment free and clear of all Liens.
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14.04 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
14.05 Final Inspection
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 for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes 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 Dare:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages,will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract,
make payment of the balance 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 all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15—SUSPENSION OF WORK AND 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 allow construction to proceed is not
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
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15.02 City Allay Terminate for Cause
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
I. 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 #20020-1 2-20 1 1 established under
Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's performance of its
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:August 17,2012
o07200-I
General Conditions
Page 59 of63
obligations, then City, without process or action at law, may take over any portion of the
Work and complete it as described below.
a. If City completes the Work, City may exclude Contractor and Surety from the site and
take possession of the Work, and all materials and equipment incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere,and finish the Work as City may deem expedient.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
rrom 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 Work performed.
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or any portion thereof, may be accomplished or for the price
paid therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to
perform and proceeds diligently to cure such failure within no more than 30 days of receipt of
said notice.
D. Where Contractor's services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payment of moneys due Contractor by City will not release Contractor from liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:August 17,2012
00 72 00-I
General Conditions
Page 60 or63
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:
1. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and
other material produced as a part of, or acquired in connection with the performance of,
the Work terminated by the notice of the termination; and
b, the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all
items of termination inventory not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:August 17,2012
00 72 00-1
General Conditions
Page 61 of 63
D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items
are stored, within 45 days from the date of submission of the list, and any necessary adjustments
to correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an
extension is made in writing within such 60 day period by the Contractor, and granted by the
City, any and all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for(without duplication of any items):
1. completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
and
3, reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Work, the City shall determine, on the basis
of information available to it, the amount, if any, due to the Contractor by reason of the
termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other economic loss arising out of or
resulting from such termination.
ARTICLE 16—DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
tinder Paragraph 10.06 before such decision becomes final and binding. The request for
mediation shall be submitted to the other party to the Contract. Timely submission of the request
shall stay the effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.13 shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Aug"17,2012
00 72 00-1
General Conditions
Page 62 ot'63
1. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17—MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:August 17,2012
007200-1
Cleneral Conditions
Page 63 of03
17.04 Survival of'Obligcitions
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision;August 17,2012
007300-1
SUPPLEMENTARY CONDITIONS
hge I of 5
1 SECTION 00 73 00
2 SUPPLEMENTARY CONDITIONS
3 TO
4 GENERAL CONDITIONS
5 Supplementary Conditions
6
7 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other
8 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
9 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
10 of the General Conditions which are not so modified or supplemented remain in fiill force and effect.
ll
12 Defined Terms
13
14 The terms used in these Supplementary Conditions which are defined in the General Conditions have the
15 meaning assigned to them in the General Conditions,unless specifically noted herein.
16
17 Modifications and Supplements
18
19 The following are instructions that modify or supplement specific paragraphs in the General Conditions and
20 other Contract Documents.
21
22 SC-3.03B.2,"Resolving Discrepancies"
23
24 Plans govern over Specifications and Specifications shall govern over standard details.
25
26 SC-4.01A
27
28 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
29 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the
30 Contract Drawings.
31
32 SC-4.01A.L,"Availability of Lands"
33
34 The following is a list of known outstanding right-of-way,and/or easements to be acquired,if any as of
35
36 Outstanding Right-Of-Way,and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
None
37 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
38 and do not bind the City.
39
40 If Contractor considers the final easements provided to differ materially from the representations on the
41 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
42 notify City in writing associated with the differing easement line locations.
43
44
45
46
47
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
° Revised September 8,2011
4
3
007300-2
SUPPLEMENTARY CONDITIONS
P:ige 2 of 5
1 SC-4.01A.2,"Availability of Lands"
2
3 Utilities or obstructions to be removed,adjusted,and/or relocated
4
5 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated
6 as of
7
EXPECTED UTILITY AND LOCATION TARGET DATE OF
OWNER ADJUSTMENT
None
8 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed,
9 and do not bind the City.
t0
11 SC-4.02A.,"Subsurface and Physical Conditions"
12
13 The following are reports of explorations and tests of subsurface conditions at the site of the Work:
14
15 A Geotechnical Report No. 09-1395,dated March 2009,prepared by STL Engineers a sub-consultant of
16 Teague,Nall and Perkins, Inc. a consultant of the City,providing additional information on the general
17 subsurface conditions for pavement design.
18
19 The following are drawings of physical conditions in or relating to existing surface and subsurface
20 structures(except Underground Facilities)which are at or contiguous to the site of the Work:
21 None
22
23 SC-4.06A.,"Hazardous Environmental Conditions at Site"
24
25 The following are reports and drawings of existing hazardous environmental conditions known to the City:
26 None.
27
28 SC-5.03A.,"Certificates of Insurance"
29
30 The entities listed below are"additional insureds as their interest may appear" including their respective
31 officers,directors,agents and employees.
32
33 (1) City
34 (2) Consultant:Teague Nall and Perkins
35 (3) Other: None
36
37 SC-5.04A.,"Contractor's Insurance"
38
39 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following
40 coverages for not less than the following amounts or greater where required by laws and regulations:
41
42 5.04A.Workers'Compensation,tinder Paragraph GC-5.04A.
43
44 Statutory limits
45 Employer's liability
46 $100,000 each accident/occurrence
47 S 100,000 Disease-each employee
48 $500,000 Disease-policy limit
49
CITY OF FORT NORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised September 8,2011
007300-3
SUPPLEMENTARY CONDITIONS
Page 3 of 5
1 SC-5.0413.,"Contractor's Insurance"
2
3 5.04B.Commercial General Liability,tinder Paragraph GC-5.04B.Contractor's Liability Insurance
4 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with
5 minimum limits of-
6
7 $1,000,000 each occurrence
8 $2,000,000 aggregate limit
9
10 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the
1 1 General Aggregate Limits apply separately to each job site.
12
13 The Commercial General Liability Insurance policies shall provide X',"C",and"U"coverage's.
14 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
15
16 SC 5.04C.,"Contractor's Insurance"
17 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under
18 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts:
19
20 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto",
21 defined as autos owned,hired and non-owned.
22
23 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
24 least:
25
26 $250,000 Bodily Injury per person/
27 $500,000 Bodily Injury per accident/
28 $100,000 Property Damage
29
30 SC-5.04D.,"Contractor's Insurance"
31
32 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and
33 material deliveries to cross railroad properties and tracks: None
34
35 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with,
36 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains
37 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of
38 Entry Agreement"with the particular railroad company or companies involved,and to this end the
39 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
40 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate
41 to the Contractor's use of private and/or construction access roads crossing said railroad company's
42 properties.
43
44 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
45 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the
46 Railroad Company for a term that continues for so long as the Contractor's operations and work cross,
47 occupy,or touch railroad property:
48
49 (1) General Aggregate: N/A
50
51 (2) Each Occurrence: N/A
52
53 _Required for this Contract X Not required for this Contract
54
55 With respect to the above outlined insurance requirements,the following shall govern:
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised September 8,2011
007300-4
SUPPLEMENTARY CONDITIONS
Page 4 of 5
t
2 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in
3 the name of the railroad company. However, if more than one grade separation or at-grade
4 crossing is affected by the Project at entirely separate locations on the line or lines of the same
5 railroad company,separate coverage may be required,each in the amount stated above.
6
7 2. Where more than one railroad company is operating on the same right-of-way or where several
8 railroad companies are involved and operated on their own separate rights-of-way, the Contractor
9 may be required to provide separate insurance policies in the name of each railroad company,
10
11 3. If, in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a
12 railroad company's right-of-way at a location entirely separate from the grade separation or at-
13 grade crossing, insurance coverage for this work must be included in the policy covering the grade
14 separation.
15
16 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-
17 way,all such other work may be covered in a single policy for that railroad,even though the work
18 may be at two or more separate locations.
19
20 No work or activities on a railroad company's property to be performed by the Contractor shall be
21 commenced until the Contractor has furnished the City with an original policy or policies of the insurance
22 for each railroad company named,as required above. All such insurance must be approved by the City and
23 each affected Railroad Company prior to the Contractor's beginning work.
24
25 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way
26 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition,
27 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way.
28 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the
29 railroad company operating over tracks involved in the Project.
30
31 SC-6.04.,"Project Schedule"
32
33 Project schedule shall be tier 3 for the project.
34
35 SC-6.07.,"Wage Rates"
36
37 The following is the prevailing wage rate table(s)applicable to this project and is provided in the
38 Appendixes:
39 Heavy& Highway Construction Prevailing Wage Rates 2008 and 2008 Prevailing Wage Rates
40 Construction Industry
41
42 SC-6.09.,"Permits and Utilities"
43
44 SC-6.09A.,"Contractor obtained permits and licenses"
45 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
46 1. TCEQ Storm water permits
47
48 SC-6.09B."City obtained permits and licenses"
49 The following are known permits and/or licenses required by the Contract to be acquired by the City:
50 1. TCEQ Storm water permits
5 t 2. Street Use Permit—City of Fort Worth,Transportation&Public Works
52
53
54
55
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised September 8,2011
007300-5
SUPPLEMENTARY CONDITIONS
Page 5 of 5
I SC-6.09C."Outstanding permits and licenses"
2
3 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of
4
5 Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
None
6
7 SC-7.02.,"Coordination"
8
9 The individuals or entities listed below have contracts with the City for the performance of other work at
10 the Site:
II None
12
13 SC-8.01,"Communications to Contractor"
14 None
15
16 SC-9.01.,"City's Project Representative"
17
18 The following firm is a consultant to the City responsible for construction management of this Project:
19 None.
20
21 SC-13.03C.,"Tests and Inspections"
22
23 None
24
25 SC-16.01C.1,"Methods and Procedures"
26
27 None
28
29
30 END OF SECTION
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised September 8,2011
0I I100-I
SUMMARY OF WORK
Page I ot`3
1 SECTION 01 1100
2 SUMMARY OF WORK
3 PARTI - GENERAL
4 1.1 SUMMARY
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 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]
t7 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor,materials, and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list,then the item shall
27 be considered as a subsidiary item of Work, the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys, or other public places
34 or other rights-of-way as provided for in the ordinances of the City, as shown in the
35 Contract Documents, or as may be specifically authorized in writing by the City.
36 a. A reasonable amount of tools,materials, and equipment for construction
37 purposes may be stored in such space,but no more than is necessary to avoid
38 delay in the construction operations.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 1100-2
SUMMARY OF WORK
Page 2 of
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private 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
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight,and/or at all times to
38 provide site security.
39 c. The cost for all fence work associated with easements, including removal,
40 temporary closures and replacement, shall be subsidiary to the various items bid
41 in the project proposal,unless a bid item is specifically provided in the
42 proposal.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
i
01 11 00-3
SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 L8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 19 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]
I 1 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 25 00-1
SUBSTITUTION PROCEDURES
Page I of 4
i SECTION 0125 00
2 SUBSTITUTION PROCEDURES
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specified by descriptive or performance criteria or
8 defined by reference to 1 or more of the following:
9 a. Name of manufacturer
10 b. Name of vendor
t 1 c. Trade name
12 d. Catalog number
13 2. Substitutions are not"or-equals".
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Specification Sections include, but are not necessarily limited to:
i 7 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
18 2. Division 1 —General Requirements
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid.
22 No separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
25 A. Request for Substitution-General
26 1. Within 30 days after award of Contract(unless noted otherwise),the City will
27 consider formal requests from Contractor for substitution of products in place of
28 those specified.
29 2. Certain types of equipment and kinds of material are described in Specifications by
30 means of references to names of manufacturers and vendors, trade names, or
31 catalog numbers.
32 a. When this method of specifying is used,it is not intended to exclude from
33 consideration other products bearing other manufacturer's or vendor's names,
34 trade names,or catalog numbers, provided said products are "or-equals," as
35 determined by City.
36 3. Other types of equipment and kinds of material may be acceptable substitutions
37 under the following conditions:
38 a. Or-equals are unavailable due to strike, discontinued production of products
39 meeting specified requirements,or other factors beyond control of Contractor;
40 or,
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
012500-2
SUBSTITUTION PROCEDURES
Page 2 of 4
1 b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form(attached)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only:
6 a. Alter award of Contract
7 b. Under the conditions stated herein
8 2. Submit 3 copies of each written request for substitution, including:
9 a. Documentation
10 I) Complete data substantiating compliance of proposed substitution with
I 1 Contract Documents
12 2) Data relating to changes in construction schedule, when a reduction is
13 proposed
14 3) Data relating to changes in cost
15 b. For products
16 1) Product identification
17 a) Manufacturer's name
18 b) Telephone number and representative contact name
19 c) Specification Section or Drawing reference of originally specified
20 product, including discrete name or tag number assigned to original
21 product in the Contract Documents
22 2) Manufacturer's literature clearly marked to show compliance of proposed
23 product with Contract Documents
24 3) Itemized comparison of original and proposed product addressing product
25 characteristics including, but not necessarily limited to:
26 a) Size
27 b) Composition or materials of construction
28 c) Weight
29 d) Electrical or mechanical requirements
30 4) Product experience
31 a) Location of past projects utilizing product
32 b) Name and telephone number of persons associated with referenced
33 projects knowledgeable concerning proposed product
34 c) Available field data and reports associated with proposed product
35 5) Samples
36 a) Provide at request of City.
37 b) Samples become the property of the City.
38 c. For construction methods:
39 1) Detailed description of proposed method
40 2) Illustration drawings
41 C. Approval or Rejection
42 1. Written approval or rejection of substitution given by the City
43 2. City reserves the right to require proposed product to comply with color and pattern
44 of specified product if necessary to secure design intent.
45 3. In the event the substitution is approved, the resulting cost and/or time reduction
46 will be documented by Change Order in accordance with the General Conditions.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
012500-3
SUBSTITUTION PROCEDURES
Page 3 of 4
1 4. No additional contract time will be given for substitution.
2 5. Substitution will be rejected if:
3 a. Submittal 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 SUBMITTALSANFORMATIONAL 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 for 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 1.11 FIELD [SITE] CONDITIONS [NOT USED]
26 1.12 WARRANTY [NOT USED]
27 PART 2- PRODUCTS [NOT USED]
28 PART 3- EXECUTION [NOT USED]
29 END OF SECTION
30
Revision Log
DATE NAME SUMMARY OF CHANGE
31
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
i
01 25 00-4
SUBSTITUTION PROCEDURES
Page 4 of 4
t EXHIBIT A
2 REQUEST FOR SUBSTITUTION FORM:
3
4 TO:
5 PROJECT: DATE:
6 We hereby submit for your consideration the following product instead of the specified item for
7 the above project:
8 SECTION PARAGRAPH SPECIFIED ITEM
9
10
I I Proposed Substitution:
12 Reason for Substitution:
13 Include complete information on changes to Drawings and/or Specifications which proposed
14 substitution will require for its proper installation.
15
16 Fill in Blanks Below:
17 A. Will the undersigned contractor pay for changes to the building design, including engineering
18 and detailing costs caused by the requested substitution?
19
20
21 B. What effect does substitution have on other trades?
22
23
24 C. Differences between proposed substitution and specified item?
25
26
27 D. Differences in product cost or product delivery time?
28
29
30 E. Manufacturer's guarantees of the proposed and specified items are:
31
32 Equal Better(explain on attachment)
33 The undersigned states that the function, appearance and quality are equivalent or superior to the
34 specified item.
35 Submitted By: For Use by City
36
37 Signature Recommended _Recommended
38 as noted
39
40 Firm Not recommended _Received late
41 Address By
42 Date
43 Date Remarks
44 Telephone
45
46 For Use by City:
47
48 Approved Rejected
49 City Date
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 31 19-1
PRECONSTRUCTION MEETING
Pagel of 3
1 SECTION 01 31 19
2 PRECONSTRUCTION MEETING
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include,but are not necessarily limited to:
t 1 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. Coordination
20 1. Attend preconstruction meeting.
21 2. Representatives of Contractor, subcontractors and suppliers attending meetings
22 shall be qualified and authorized to act on behalf of the entity each represents.
23 3. Meeting administered by City may be tape recorded.
24 a. If recorded, tapes will be used to prepare minutes and retained by City for
25 future reference.
26 B. Preconstruction Meeting
27 1. A preconstruction meeting will be held within 14 days after the execution of the
28 Agreement and before Work is started.
29 a. The meeting will be scheduled and administered by the City.
30 2. The Project Representative will preside at the meeting,prepare the notes of the
31 meeting and distribute copies of same to all participants who so request by fully
32 completing the attendance form to be circulated at the beginning of the meeting.
33 3. Attendance shall include:
34 a. Project Representative
35 b. Contractor's project manager
36 c. Contractor's superintendent
37 d. Any subcontractor or supplier representatives whom the Contractor may desire
38 to invite or the City may request
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised August 17,2012
01 31 19-2
PRECONSTRUCTION MEETING
Page 2 of 3
1 e. Other City representatives
2 f. Others as appropriate
3 4. Construction Schedule
4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and
5 provide at Preconstruction Meeting.
6 b. City will notify Contractor of any schedule changes upon Notice of
7 Preconstruction Meeting.
8 5. Preliminary Agenda may include:
9 a. Introduction of Project Personnel
10 b. General Description of Project
I I c. Status of right-of-way,utility clearances,easements or other pertinent permits
12 d. Contractor's work plan and schedule
13 e. Contract Time
14 f. Notice to Proceed
15 g. Construction Staking
16 h. Progress Payments
17 i. Extra Work and Change Order Procedures
18 j. Field Orders
19 k. Disposal Site Letter for Waste Material
20 1. Insurance Renewals
21 m. Payroll Certification
22 n. Material Certifications and Quality Control Testing
23 o. Public Safety and Convenience
24 p. Documentation of Pre-Construction Conditions
25 q. Weekend Work Notification
26 r. Legal Holidays
27 s. Trench Safety Plans
28 t. Confined Space Entry Standards
29 u. Coordination with the City's representative for operations of existing water
30 systems
31 v. Storm Water Pollution Prevention Plan
32 w. Coordination with other Contractors
33 x. Early Warning System
34 y. Contractor Evaluation
35 z. Special Conditions applicable to the project
36 aa. Damages Claims
37 bb. Submittal Procedures
38 cc. Substitution Procedures
39 dd. Correspondence Routing
40 cc. Record Drawings
41 ff. Temporary construction facilities
42 gg. M/WBE or MBE/SBE procedures
43 hh. Final Acceptance
44 ii. Final Payment
45 jj. Questions or Comments
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised August 17,2012
01 31 19-3
PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 L6 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]
1 I END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised August 17,2012
i
01 31 20- 1
PROJECT MEETINGS
Page I of 3
1 SECTION 01 31 20
2 PROJECT MEETINGS
3 [51)ecifier: This Specification is huended lbr use on protects desi,>~nated as Tier 3 or Tier 4.f
4 PART1 - GENERAL
5 Ll SUMMARY
6 A. Section Includes:
7 1. Provisions for project meetings throughout the construction period to enable orderly
8 review of the progress of the Work and to provide for systematic discussion of
9 potential problems
10 B. Deviations this City of Fort Worth Standard Specification
1 I 1. None.
l2 C. Related Specification Sections include, but are not necessarily limited to:
t3 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 —General Requirements
15 1.2 PRICE AND PAYMENT PROCEDURES
16 A. Measurement and Payment
17 1. Work associated with this Item is considered subsidiary to the various items bid.
18 No separate payment will be allowed for this Item.
19 1.3 REFERENCES [NOT USED]
20 1.4 ADMINISTRATIVE REQUIREMENTS
21 A. Coordination
22 1. Schedule, attend and administer as specified, periodic progress meetings, and
23 specially called meetings throughout progress of the Work.
24 2. Representatives of Contractor, subcontractors and suppliers attending meetings
25 shall be qualified and authorized to act on behalf of the entity each represents.
26 3. Meetings administered by City may be tape recorded.
27 a. If recorded, tapes will be used to prepare minutes and retained by City for
28 future reference.
29 4. Meetings, in addition to those specified in this Section,may be held when requested
30 by the City, Engineer or Contractor.
31 B. Pre-Construction Neighborhood Meeting
32 1. After the execution of the Agreement, but before construction is allowed to begin,
33 attend 1 Public Meeting with affected residents to:
34 a. Present projected schedule, including construction start date
35 b. Answer any construction related questions
36 2. Meeting Location
37 a. Location of meeting to be determined by the City.
38 3. Attendees
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
013I20-2
PROJECT MEETINGS
Page 2 of 3
l a. Contractor
2 b. Project Representative
3 c. Other City representatives
4 4. Meeting Schedule
5 a. In general, the neighborhood meeting will occur within the 2 weeks following
6 the pre-construction conference.
7 b. In no case will construction be allowed to begin until this meeting is held.
8 C. Progress Meetings
9 1. Formal project coordination meetings will be held periodically. Meetings will be
10 scheduled and administered by Project Representative.
11 2. Additional progress meetings to discuss specific topics will be conducted on an as-
12 needed basis. Such additional meetings shall include, but not be limited to:
13 a. Coordinating shutdowns
14 b. Installation of piping and equipment
15 c. Coordination between other construction projects
16 d. Resolution of constriction issues
17 e. Equipment approval
18 3. The Project Representative will preside at progress meetings, prepare the notes of
19 the meeting and distribute copies of the same to all participants who so request by
20 fully completing the attendance form to be circulated at the beginning of each
21 meeting.
22 4. Attendance shall include:
23 a. Contractor's project manager
24 b. Contractor's superintendent
25 c. Any subcontractor or supplier representatives whom the Contractor may desire
26 to invite or the City may request
27 d. Engineer's representatives
28 e. City's representatives
29 f. Others, as requested by the Project Representative
30 5. Preliminary Agenda may include:
31 a. Review of Work progress since previous meeting
32 b. Field observations,problems, conflicts
33 c. Items which impede construction schedule
34 d. Review of off-site fabrication, delivery schedules
35 e. Review of construction interfacing and sequencing requirements with other
36 construction contracts
37 f. Corrective measures and procedures to regain projected schedule
38 g. Revisions to construction schedule
39 h. Progress,schedule, during succeeding Work period
40 i. Coordination of schedules
- 41 j. Review submittal schedules
42 k. Maintenance of quality standards
43 1. Pending changes and substitutions
44 in. Review proposed changes for:
45 1) Effect on construction schedule and on completion date
46 2) Effect on other contracts of the Project
47 n. Review Record Documents
48 o. Review monthly pay request
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 31 20-3
PROJECT MEETINGS
Page 3 of 3
t p. Review status of Requests for Information
2 6, Meeting Schedule
3 a. Progress meetings will be held periodically as determined by the Project
4 Representative.
5 1) Additional meetings may be held at the request of the:
6 a) City
7 b) Engineer
8 c) Contractor
9 7. Meeting Location
10 a. The City will establish a meeting location.
11 1) To the extent practicable,meetings will be held at the Site.
12 1.5 SUBMITTALS [NOT USED]
13 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
14 1.7 CLOSEOUT SUBMITTALS [NOT USED]
15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
16 L9 QUALITY ASSURANCE [NOT USED]
17 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
18 1.11 FIELD [SITE] CONDITIONS [NOT USED]
19 1.12 WARRANTY [NOT USED]
20 PART 2- PRODUCTS [NOT USED]
21 PART 3 - EXECUTION [NOT USED]
22 END OF SECTION
23
Revision Log
DATE NAME SUMMARY OF CHANGE
24
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 32 16-1
CONSTRUCTION PROGRESS SCHEDULE
Page 1 of 5
1 SECTION 0132 16
2 CONSTRUCTION PROGRESS SCHEDULE
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General requirements for the preparation, submittal,updating, status reporting and
7 management of the Construction Progress Schedule
8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1—General Requirements
15 1.2 PRICE AND PAYMENT PROCEDURES
16 A. Measurement and Payment
17 1. Work associated with this Item is considered subsidiary to the various items bid.
18 No separate payment will be allowed for this Item.
19 L3 REFERENCES
20 A. Definitions
21 1. Schedule Tiers
22 a. Tier 1-No schedule submittal required by contract. Small,brief duration
23 projects
24 b. Tier 2-No schedule submittal required by contract,but will require some
25 milestone dates. Small, brief duration projects
26 c. Tier 3- Schedule submittal required by contract as described in the
27 Specification and herein.Majority of City projects, including all bond program
28 projects
29 d. Tier 4- Schedule submittal required by contract as described in the
30 Specification and herein. Large and/or complex projects with long durations
31 1) Examples: large water pump station project and associated pipeline with
32 interconnection to another governmental entity
33 e. Tier 5 - Schedule submittal required by contract as described in the
34 Specification and herein. Large and/or very complex projects with long
35 durations,high public visibility
36 1) Examples might include a water or wastewater treatment plant
37 2. Baseline Schedule-Initial schedule submitted before work begins that will serve
38 as the baseline for measuring progress and departures from the schedule.
39 3. Progress Schedule-Monthly submittal of a progress schedule documenting
40 progress on the project and any changes anticipated.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 32 16-2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 5
I 4. Schedule Narrative -Concise narrative of the schedule including schedule
2 changes,expected delays, key schedule issues, critical path items, etc
3 B. Reference Standards
4 1. City of Fort Worth Schedule Guidance Document
5 1.4 ADMINISTRATIVE REQUIREMENTS
6 A. Baseline Schedule
7 1. General
8 a. Prepare a cost-loaded baseline Schedule using approved software and the
9 Critical Path Method(CPM) as required in the City of Fort Worth Schedule
10 Guidance Document.
I 1 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
12 understanding of the work to be performed and known issues and constraints
13 related to the schedule.
14 c. Designate an authorized representative(Project Scheduler) responsible for
15 developing and updating the schedule and preparing reports.
16 B. Progress Schedule
17 1. Update the progress Schedule monthly as required in the City of Fort Worth
18 Schedule Guidance Document.
19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
20 3. Change Orders
21 a. Incorporate approved change orders, resulting in a change of contract time, in
22 the baseline Schedule in accordance with City of Fort Worth Schedule
23 Guidance Document.
24 C. Responsibility for Schedule Compliance
25 l. Whenever it becomes apparent from the current progress Schedule and CPM Status
26 Report that delays to the critical path have resulted and the Contract completion
27 date will not be met,or when so directed by the City,make some or all of the
28 following actions at no additional cost to the City
29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
30 outlining:
31 1) A written statement of the steps intended to take to remove or arrest the
32 delay to the critical path in the approved schedule
33 2) Increase construction manpower in such quantities and crafts as will
34 substantially eliminate the backlog of work and return 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 will be considered.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 32 16-3
CONSTRUCTION PROGRESS SCHEDULE
Page 3 of 5
1 D. The Contract completion time will be adjusted only for causes specified in this
2 Contract.
3 a. Requests for an extension of any Contract completion date must be
4 supplemented with the following:
5 1) Furnish justification and supporting evidence as the City may deem
6 necessary to determine whether the requested extension of time is entitled
7 under the provisions of this Contract.
8 a) The City will, after receipt of such justification and supporting
9 evidence, make findings of fact and will advise the Contractor,in
10 writing thereof.
I 1 2) If the City finds that the requested extension of time is entitled, the City's
12 determination as to the total number of days allowed for the extensions
13 shall be based upon the approved total baseline schedule and on all data
14 relevant to the extension.
15 a) Such data shall be included in the next updating of the Progress
16 schedule.
17 b) Actual delays in activities which,according to the Baseline schedule,
18 do not affect any Contract completion date shown by the critical path in
19 the network will not be the basis for a change therein.
20 2. Submit each request for change in Contract completion date to the City within 30
21 days after the beginning of the delay for which a time extension is requested but
22 before the date of final payment under this Contract.
23 a. No time extension will be granted for requests which are not submitted within
24 the foregoing time limit.
25 b. From time to time, it may be necessary for the Contract schedule or completion
26 time to be adjusted by the City to reflect the effects of job conditions, weather,
27 technical difficulties,strikes,unavoidable delays on the part of the City or its
28 representatives,and other unforeseeable conditions which may indicate
29 schedule adjustments or completion time extensions.
30 1) Under such conditions,the City will direct the Contractor to reschedule the
31 work or Contract completion time to reflect the changed conditions and the
32 Contractor shall revise his schedule accordingly.
33 a) No additional compensation will be made to the Contractor for such
34 schedule changes except for unavoidable overall contract time
35 extensions beyond the actual completion of unaffected work, in which
36 case the Contractor shall take all possible action to minimize any time
37 extension and any additional cost to the City.
38 b) Available float time in the Baseline schedule may be used by the City
39 as well as by the Contractor.
40 3. Float or slack time is defined as the amount of time between the earliest start date
41 and the latest start date or between the earliest finish date and the latest finish date
42 of a chain of activities on the Baseline Schedule.
43 a. Float or slack time is not for the exclusive use or benefit of either the
44 Contractor or the City.
45 b. Proceed with work according to early start dates, and the City shall have the
46 right to reserve and apportion float time according to the needs of the project.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 32 16-4
CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 5
i c. Acknowledge and agree that actual delays, affecting paths of activities
2 containing float time,will not have any effect upon contract completion times,
3 providing that the actual delay does not exceed the float time associated with
4 those activities.
5 E. Coordinating Schedule with Other Contract Schedules
6 1. Where work is to be performed under this Contract concurrently with or contingent
7 upon work performed on the same facilities or area under other contracts, the
8 Baseline Schedule shall be coordinated with the schedules of the other contracts.
9 a. Obtain the schedules of the other appropriate contracts from the City for the
10 preparation and updating of Baseline schedule and make the required changes
11 in his schedule when indicated by changes in corresponding schedules.
12 2. In case of interference between the operations of different contractors, the City will
13 determine the work priority of each contractor and the sequence of work necessary
14 to expedite the completion of the entire Project.
15 a. In such cases, the decision of the City shall be accepted as final.
16 b. The temporary delay of any work due to such circumstances shall not be
17 considered as justification for claims for additional compensation.
18 1.5 SUBMITTALS
19 A. Baseline Schedule
20 1. Submit Schedule in native file format and pdf format as required in the City of Fort
21 Worth Schedule Guidance Document.
22 a. Native file format includes:
23 1) Primavera(P6 or Primavera Contractor)
24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and
25 bring in hard copy to the meeting for review and discussion.
26 B. Progress Schedule
27 1. Submit progress Schedule in native file format and pdf format as required in the
28 City of Fort Worth Schedule Guidance Document.
29 2. Submit progress Schedule monthly no later than the last day of the month.
30 C. Schedule Narrative
31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
32 Schedule Guidance Document.
33 2. 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 ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 32 16-5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 5
1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
4 1.9 QUALITY ASSURANCE
5 A. The person preparing and revising the construction Progress Schedule shall be
6 experienced in the preparation of schedules of similar complexity.
7 B. Schedule and supporting documents addressed in this Specification shall be prepared,
8 updated and revised to accurately reflect the performance of the construction.
9 C. Contractor is responsible for the quality of all submittals in this section meeting the
10 standard of care for the construction industry for similar projects.
I 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
12 1.11 FIELD [SITE] CONDITIONS [NOT USED]
13 1.12 WARRANTY [NOT USED]
14 PART 2- PRODUCTS [NOT USED]
15 PART 3- EXECUTION [NOT USED]
16 END OF SECTION
17
Revision Log
DATE NAME SUMMARY OF CHANGE
18
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,00562
Revised July 1,2011
013233- I
PRECONSTRUCTION VIDEO
Page I of 2
I SECTION 0132 33
2 PRECONSTRUCTION VIDEO
3 PARTI - 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 L12 WARRANTY [NOT USED]
33 PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised Arty 1,2011
01 3233-2
PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
2 END OF SECTION
3
Revision Log
DATE NAME SUMMARY OF CHANGE
4
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 3300-1
SUBMITTALS
Page ► of
l SECTION O1 33 00
2 SUBMITTALS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following
7 Work-related submittals:
8 a. Shop Drawings
9 b. Product Data(including Standard Product List submittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
16 2. Division 1 —General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Coordination
24 1. Notify the City in writing, at the time of submittal, of any deviations in the
25 submittals from the requirements of the Contract Documents.
26 2. Coordination of Submittal Times
27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of
28 performing the related Work or other applicable activities, or within the time
29 specified in the individual Work Sections, of the Specifications.
30 b. Contractor is responsible such that the installation will not be delayed by
31 processing times including, but not limited to:
32 a) Disapproval and resubmittal(if required)
33 b) Coordination with other submittals
34 e) Testing
35 d) Purchasing
36 e) Fabrication
37 Delivery
38 g) Similar sequenced activities
39 c. No extension of time will be authorized because of the Contractor's failure to
40 transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
013300-2
SUBMITTALS
Page 2 of 8
l d. Make submittals promptly in accordance with approved schedule,and in such
2 sequence as to cause no delay in the Work or in the work of any other
3 contractor.
4 B. Submittal Numbering
5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
6 reference identification numbering system in the following manner:
7 a. Use the first 6 digits of the applicable Specification Section Number.
8 b. For the next 2 digits number use numbers 01-99 to sequentially number each
9 initial separate item or drawing submitted under each specific Section number.
10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing(i.e.
I I A=2nd submission, B=3rd submission,C=4th submission, etc.). A typical
12 submittal number would be as follows:
13
14 03 30 00-08-B
15
16 1) 03 30 00 is the Specification Section for Concrete
17 2) 08 is the eighth initial submittal under this Specification Section
18 3) B is the third submission(second resubmission)of that particular shop
19 drawing
20 C. Contractor Certification
21 1. Review shop drawings,product data and samples,including those by
22 subcontractors,prior to submission to determine and verify the following:
23 a. Field measurements
24 b. Field construction criteria
25 c. Catalog numbers and similar data
26 d. Conformance with the Contract Documents
27 2. Provide each shop drawing,sample and product data submitted by the Contractor
28 with a Certification Statement affixed including:
29 a. The Contractor's Company name
30 b. Signature of submittal reviewer
31 c. Certification Statement
32 1) `By this submittal,I hereby represent that I have determined and verified
33 field measurements,field construction criteria,materials, dimensions,
34 catalog numbers and similar data and I have checked and coordinated each
35 item with other applicable approved shop drawings."
36 D. Submittal Format
37 1. Fold shop drawings larger than 8 %2 inches x 11 inches to 8 `/z inches x 11 inches.
38 2. Bind shop drawings and product data sheets together.
39 3. Order
40 a. Cover Sheet
41 1) Description of Packet
42 2) Contractor Certification
43 b. List of items/Table of Contents
44 c. Product Data/Shop Drawings/Samples/Calculations
45 E. Submittal Content
46 1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised Aty 1,2011
01 33 00-3
SUBMITTALS
Page 3 of S
1 2. The Project title and number
2 3. Contractor identification
3 4. The names of:
4 a. Contractor
5 b. Supplier
6 c. Manufacturer
7 5. Identification of the product,with the Specification Section number, page and
8 paragraph(s)
9 6. Field dimensions, clearly identified as such
10 7. Relation to adjacent or critical features of the Work or materials
11 8. Applicable standards, such as ASTM or Federal Specification numbers
12 9. Identification by highlighting of deviations from Contract Documents
13 10. Identification by highlighting of revisions on resubmittals
14 11. An 8-inch x 3-inch blank space for Contractor and City stamps
15 F. Shop Drawings
16 1. As specified in individual Work Sections includes,but is not necessarily limited to:
17 a. Custom-prepared data such as fabrication and erection/installation (working)
18 drawings
19 b. Scheduled information
20 c. Setting diagrams
21 d. Actual shopwork manufacturing instructions
22 e. Custom templates
23 f. Special wiring diagrams
24 g. Coordination drawings
25 h. Individual system or equipment inspection and test reports including:
26 1) Performance curves and certifications
27 i. As applicable to the Work
28 2. Details
29 a. Relation of the various parts to the main members and lines of the structure
30 b. Where correct fabrication of the Work depends upon field measurements
31 1) Provide such measurements and note on the drawings prior to submitting
32 for approval.
33 G. Product Data
34 1. For submittals of product data for products included on the City's Standard Product
35 List,clearly identify each item selected for use on the Project.
36 2. For submittals of product data for products not included on the City's Standard
37 Product List,submittal data may include, but is not necessarily limited to:
38 a. Standard prepared data for manufactured products(sometimes referred to as
39 catalog data)
40 1) Such as the manufacturer's product specification and installation
41 instructions
42 2) Availability of colors and patterns
43 3) Manufacturer's printed statements of compliances and applicability
44 4) Roughing-in diagrams and templates
45 5) Catalog cuts
46 6) Product photographs
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
01 33 00-4
SUBMITTALS
Page 4 of 8
1 7) Standard wiring diagrams
2 8) Printed performance curves and operational-range diagrams
3 9) Production or quality control inspection and test reports and certifications
4 10) Mill reports
5 11) Product operating and maintenance instructions and recommended
6 spare-parts listing and printed product warranties
7 12) As applicable to the Work
8 H. Samples
9 1. As specified in individual Sections,include,but are not necessarily limited to:
10 a. Physical examples of the Work such as:
11 1) Sections of manufactured or fabricated Work
12 2) Small cuts or containers of materials
13 3) Complete units of repetitively used products color/texture/pattern swatches
14 and range sets
15 4) Specimens for coordination of visual effect
16 5) Graphic symbols and units of Work to be used by the City for independent
17 inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication performed,materials purchased or on-site construction accomplished
21 which does not conform to approved shop drawings and data is at the Contractor's
22 risk.
23 2. The City will not be liable for any expense or delay due to corrections or remedies
24 required to accomplish conformity.
25 3. Complete project Work, materials, fabrication,and installations in conformance
26 with approved shop drawings, applicable samples, and product data.
27 J. Submittal Distribution
28 1. Electronic Distribution
29 a. Confirm development of Project directory for electronic submittals to be
30 uploaded to City's Buzzsaw site, or another external FTP site approved by the
31 City.
32 b. Shop Drawings
33 1) Upload submittal to designated project directory and notify appropriate
34 City representatives via email of submittal posting.
35 2) Hard Copies
36 a) 3 copies for all submittals
37 b) If Contractor requires more than 1 hard copy of Shop Drawings
38 returned, Contractor shall submit more than the number of copies listed
39 above.
40 c. Product Data
41 1) Upload submittal to designated project directory and notify appropriate
42 City representatives via email of submittal posting.
43 2) Hard Copies
44 a) 3 copies for all submittals
45 d. Samples
46 1) Distributed to the Project Representative
47 2. Hard Copy Distribution(if required in lieu of electronic distribution)
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
013300-5
SUBMITTALS
Page 5 of 8
l a. Shop Drawings
2 1) Distributed to the City
3 2) Copies
4 a) 8 copies for mechanical submittals
5 b) 7 copies for all other submittals
6 c) If Contractor requires more than 3 copies of Shop Drawings returned,
7 Contractor shall submit more than the number of copies listed above.
8 b. Product Data
9 1) Distributed to the City
l0 2) Copies
11 a) 4 copies
12 c. Samples
13 1) Distributed to the Project Representative
14 2) Copies
15 a) Submit the number stated in the respective Specification Sections.
16 3. Distribute reproductions of approved shop drawings and copies of approved
l7 product data and samples,where required, to the job site file and elsewhere as
18 directed by the City.
19 a. Provide number of copies as directed by the City but not exceeding the number
20 previously specified.
21 K. Submittal Review
22 1. The review of shop drawings, data and samples will be for general conformance
23 with the design concept and Contract Documents. This is not to be construed as:
24 a. Permitting any departure from the Contract requirements
25 b. Relieving the Contractor of responsibility for any errors, including details,
26 dimensions,and materials
27 c. Approving departures from details furnished by the City,except as otherwise
28 provided herein
29 2. The review and approval of shop drawings, samples or product data by the City
30 does not relieve the Contractor from his/her responsibility with regard to the
31 fulfillment of the terms of the Contract.
32 a. All risks of error and omission are assumed by the Contractor, and the City will
33 have no responsibility therefore.
34 3. The Contractor remains responsible for details and accuracy, for coordinating the
35 Work with all other associated work and trades,for selecting fabrication processes,
36 for techniques of assembly and for performing Work in a safe manner.
37 4. If the shop drawings, data or samples as submitted describe variations and show a
38 departure from the Contract requirements which City finds to be in the interest of
39 the City and to be so minor as not to involve a change in Contract Price or time for
40 performance, the City may return the reviewed drawings without noting an
41 exception.
42 5. Submittals will be returned to the Contractor under 1 of the following codes:
43 a. Code 1
44 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or
45 comments on the submittal.
46 a) When returned under this code the Contractor may release the
47 equipment and/or material for manufacture.
48 b. Code 2
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
013300-6
SUBMITTALS
Page 6 of 8
t 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
2 the notations and comments IS NOT required by the Contractor.
3 a) The Contractor may release the equipment or material for manufacture;
4 however,all notations and comments must be incorporated into the
5 final product.
6 c. Code 3
7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
8 assigned when notations and comments are extensive enough to require a
9 resubmittal of the package.
10 a) The Contractor may release the equipment or material for manufacture;
t 1 however, all notations and comments must be incorporated into the
12 final product.
13 b) This resubmittal is to address all comments,omissions and
14 non-conforming items that were noted.
15 c) Resubmittal is to be received by the City within 15 calendar days of the
16 date of the City's transmittal requiring the resubmittal.
17 d. Code 4
18 1) "NOT APPROVED" is assigned when the submittal does not meet the
19 intent of the Contract Documents.
20 a) The Contractor must resubmit the entire package revised to bring the
21 submittal into conformance.
22 b) It may be necessary to resubmit using a different manufacturer/vendor
23 to meet the Contract Documents.
24 6. Resubmittals
25 a. Handled in the same manner as first submittals
26 1) Corrections other than requested by the City
27 2) Marked with revision triangle or other similar method
28 a) At Contractor's risk if not marked
29 b. Submittals for each item will be reviewed no more than twice at the City's
30 expense.
31 1) All subsequent reviews will be performed at times convenient to the City
32 and at the Contractor's expense,based on the City's or City
33 Representative's then prevailing rates.
34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for
35 all such fees invoiced by the City.
36 c. The need for more than 1 resubmission or any other delay in obtaining City's
37 review of submittals,will not entitle the Contractor to an extension of Contract
38 Time.
39 7. Partial Submittals
40 a. City reserves the right to not review submittals deemed partial, at the City's
41 discretion.
42 b. Submittals deemed by the City to be not complete will be returned to the
43 Contractor, and will be considered"Not Approved" until resubmitted.
44 c. The City may at its option provide a list or mark the submittal directing the
45 Contractor to the areas that are incomplete.
46 8. If the Contractor considers any correction indicated on the shop drawings to
47 constitute a change to the Contract Documents, then written notice must be
48 provided thereof to the City at least 7 Working Days prior to release for
49 manufacture.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 3300-7
SUBMITTALS
Page 7 of 8
1 9. When the shop drawings have been completed to the satisfaction of the City, the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except upon written instructions from the City.
4 10. Each submittal, appropriately coded,will be returned within 30 calendar days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up units as specified in individual Sections, include, but are not necessarily
8 limited to,complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the completion of the Work or when directed.
10 M. Qualifications
11 1. If specifically required in other Sections of these Specifications,submit a P.E.
12 Certification for each item required.
13 N. Request for Information(RFI)
14 1. Contractor Request for additional information
15 a. Clarification or interpretation of the contract documents
16 b. When the Contractor believes there is a conflict between Contract Documents
17 c. When the Contractor believes there is a conflict between the Drawings and
18 Specifications
19 1) Identify the conflict and request clarification
20 2. Use the Request for Information(RFI) form provided by the City.
21 3. Numbering of RFI
22 a. Prefix with"RFI"followed by series number, "-xxx",beginning with"01"and
23 increasing sequentially with each additional transmittal.
24 4. Sufficient information shall be attached to permit a written response without further
25 information.
26 5. The City will log each request and will review the request.
27 a. If review of the project information request indicates that a change to the
28 Contract Documents is required, the City will issue a Field Order or Change
29 Order,as appropriate.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
013300-8
SUBMITTALS
Page 8 of 8
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 L7 CLOSEOUT SUBMITTALS [NOT USED]
4 L8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 L10 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]
I 1 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
r CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
x
013513-1
SPECIAL PROJECT PROCEDURES
Page I orb
I SECTION 0135 13
2 SPECIAL PROJECT PROCEDURES
3 PART1 - GENERAL
4 1A SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes, but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
I I e. Use of Explosives, Drop Weight, Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18 1. {Coordination with North Central Texas Council of Governments Clean
19 Construction Specification[remove if not required]}
20 B. Deviations from this City of Fort Worth Standard Specification
21 1. None.
22 C. Related Specification Sections include, but are not necessarily limited to:
23 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
24 2. Division 1 —General Requirements
25 3. Section 33 12 25—Connection to Existing Water Mains
26 1.2 PRICE AND PAYMENT PROCEDURES
27 A. Measurement and Payment
28 1. Coordination within Railroad permit areas
29 a. Measurement
30 1) Measurement for this Item will be by hump sum.
31 b. Payment
32 1) The work performed and materials furnished in accordance with this Item
33 will be paid for at the lump sum price bid for Railroad Coordination.
34 c. The price bid shall include:
35 1) Mobilization
36 2) Inspection
37 3) Safety training
38 4) Additional Insurance
39 5) Insurance Certificates
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised[Insert Revision Date]
0135 13-2
SPECIAL PROJECT PROCEDURES
Page 2 of 8
1 6) Other requirements associated with general coordination with Railroad,
2 including additional employees required to protect the right-of-way and
3 property of the Railroad from damage arising out of and/or from the
4 construction of the Project.
5 2. Railroad Flagmen
6 a. Measurement
7 1) Measurement for this Item will be per working day.
8 b. Payment
9 1) The work performed and materials furnished in accordance with this Item
10 will be paid for each working day that Railroad Flagmen are present at the
11 Site .
12 c. The price bid shall include:
13 1) Coordination for scheduling flagmen
14 2) Flagmen
15 3) Other requirements associated with Railroad
16 3. All other items
17 a. Work associated with these Items is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item.
19 L3 REFERENCES
20 A. Reference Standards
21 1. Reference standards cited in this Specification refer to the current reference
22 standard published at the time of the latest revision date logged at the end of this
23 Specification,unless a date is specifically cited.
24 2. North Central Texas Council of Governments (NCTCOG)—Clean Construction
25 Specification
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Coordination with the Texas Department of Transportation
28 1. When work in the right-of-way which is under the jurisdiction of the Texas
29 Department of Transportation(TxDOT):
30 a. Notify the Texas Department of Transportation prior to commencing any work
31 therein in accordance with the provisions of the permit
32 b. All work performed in the TxDOT right-of-way shall be performed in
33 compliance with and subject to approval from the Texas Department of
34 Transportation
35 B. Work near High Voltage Lines
36 1. Warning sign
37 a. Provide sign of sufficient size meeting all OSHA requirements.
38 2. Equipment operating within 10 feet of high voltage lines will require the following
39 safety features
40 a. Insulating cage-type of guard about the boom or arm
41 b. Insulator links on the lift hook connections for back hoes or dippers
42 c. Equipment must meet the safety requirements as set forth by OSHA and the
43 safety requirements of the owner of the high voltage lines
44 3. Work within 6 feet of high voltage electric lines
45 a. Notification shall be given to:
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised[Insert Revision Date]
01 35 13-3
SPECIAL PROJECT PROCEDURES
Page 3 ot'8
1 1) The power company(example: ONCOR)
2 a) Maintain an accurate log of all such calls to power company and record
3 action taken in each case.
4 b. Coordination with power company
5 1) Alter notification coordinate with the power company to:
6 a) Erect temporary mechanical barriers,de-energize the lines, or raise or
7 lower the lines
8 c. No personnel may work within 6 feet of a high voltage line before the above
9 requirements have been met.
10 C. Confined Space Entry Program
1 1 1. Provide and follow approved Confined Space Entry Program in accordance with
12 OSHA requirements.
13 2. Confined Spaces include:
14 a. Manholes
15 b. All other confined spaces in accordance with OSHA's Permit Required for
16 Confined Spaces
17 D. Air Pollution Watch Days
18 1. General
19 a. Observe the following guidelines relating to working on City construction sites
20 on days designated as"AIR POLLUTION WATCH DAYS".
21 b. Typical Ozone Season
22 1) May 1 through October 31.
23 c. Critical Emission Time
24 1) 6:00 a.m. to 10:00 a.m.
25 2. Watch Days
26 a. The Texas Commission on Environmental Quality(TCEQ), in coordination
27 with the National Weather Service,will issue the Air Pollution Watch by 3:00
28 p.m. on the afternoon prior to the WATCH day.
29 b. Requirements
30 1) Begin work after 10:00 a.m. whenever construction phasing requires the
31 use of motorized equipment for periods in excess of 1 hour.
32 21) However, the Contractor may begin work prior to 10:00 a.m. if:
33 a) Use of motorized equipment is less than 1 hour, or
34 b) If equipment is new and certified by EPA as "Low Emitting",or
35 equipment burns Ultra Low Sulfur Diesel(ULSD), diesel emulsions,or
36 alternative fuels such as CNG.
37 E. Use of Explosives, Drop Weight, Etc.
38 1. When Contract Documents permit on the project the following will apply:
39 a. Public Notification
40 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
41 prior to commencing.
42 2) Minimum 24 hour public notification in accordance with Section 01 31 13
43 F. Water Department Coordination
44 1. During the construction of this project, it will be necessary to deactivate, for a
45 period of time, existing lines. The Contractor shall be required to coordinate with
46 the Water Department to determine the best times for deactivating and activating
47 those lines.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised[Insert Revision Date]
01 35 13-4
SPECIAL PROJECT PROCEDURES
Page 4 of 8
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City's representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed, obtain a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be turned off and on
7 to accommodate the construction of the project is required,coordinate this
8 activity through the appropriate City representative.
9 1) Do not operate water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor
12 will be prosecuted to the full extent of the law.
t3 b) In addition,the Contractor will assume all liabilities and
t4 responsibilities as a result of these actions.
15 G. Public Notification Prior to Beginning Construction
16 1. Prior to beginning construction on any block in the project, on a block by block
17 basis,prepare and deliver a notice or flyer of the pending construction to the front
18 door of each residence or business that will be impacted by construction. The notice
19 shall be prepared as follows:
20 a. Post notice or flyer 7 days prior to beginning any construction activity on each
21 block in the project area.
22 1) Prepare flyer on the Contractor's letterhead and include the following
23 information:
24 a) Name of Project
25 b) City Project No(CPN)
26 c) Scope of Project(i.e. type of construction activity)
27 d) Actual construction duration within the block
28 e) Name of the contractor's foreman and phone number
29 f) Name of the City's inspector and phone number
30 g) City's after-hours phone number
31 2) A sample of the `pre-construction notification' flyer is attached as Exhibit
32 A.
33 3) Submit schedule showing the construction start and finish time for each
34 block of the project to the inspector.
35 4) Deliver flyer to the City Inspector for review prior to distribution.
36 b. No construction will be allowed to begin on any block until the flyer is
37 delivered to all residents of the block.
38 H. Public Notification of Temporary Water Service Interruption during Construction
39 1. In the event it becomes necessary to temporarily shut down water service to
40 residents or businesses during construction,prepare and deliver a notice or flyer of
41 the pending interruption to the front door of each affected resident.
42 2. Prepared notice as follows:
43 a. The notification or flyer shall be posted 24 hours prior to the temporary
44 interruption.
45 b. Prepare flyer on the contractor's letterhead and include the following
46 information:
47 1) Name of the project
48 2) City Project Number
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised[Insert Revision Date]
01 35 13-5
SPECIAL PROJECT PROCEDURES
Page 5 of 8
1 3) Date of the interruption of service
2 4) Period the interruption will take place
3 5) Name of the contractor's foreman and phone number
4 6) Name of the City's inspector and phone number
5 c. A sample of the temporary water service interruption notification is attached as
6 Exhibit B.
7 d. Deliver a copy of the temporary interruption notification to the City inspector
8 for review prior to being distributed.
9 e. No interruption of water service can occur until the flyer has been delivered to
l0 all affected residents and businesses.
l 1 f. Electronic versions of the sample flyers can be obtained from the Project
12 Construction Inspector.
l3 I. Coordination with United States Army Corps of Engineers(USACE)
14 1. At locations in the Project where construction activities occur in areas where
15 USACE permits are required, meet all requirements set forth in each designated
16 permit.
17 J. Coordination within Railroad Permit Areas
18 1. At locations in the project where construction activities occur in areas where
19 railroad permits are required,meet all requirements set forth in each designated
20 railroad permit. This includes,but is not limited to, provisions for:
21 a. Flagmen
22 b. Inspectors
23 c. Safety training
24 d. Additional insurance
25 e. Insurance certificates
26 f. Other employees required to protect the right-of-way and property of the
27 Railroad Company from damage arising out of and/or from the construction of
28 the project. Proper utility clearance procedures shall be used in accordance with
29 the permit guidelines.
30 2. Obtain any supplemental information needed to comply with the railroad's
31 requirements.
32 3. Railroad Flagmen
33 a. Submit receipts to City for verification of working days that railroad flagmen
34 were personnel were present on Site.
35 K. Dust Control
36 1. Use acceptable measures to control dust at the Site.
37 a. If water is used to control dust, capture and properly dispose of waste water.
38 b. If wet saw cutting is performed, capture and properly dispose of slurry.
39 L. Employee Parking
40 1. Provide parking for employees at locations approved by the City.
41 M. {Coordination with North Central Texas Council of Governments(NCTCOG)Clean
42 Construction Specification[if required for the project—verify with City]
43 1. Comply with equipment, operational,reporting and enforcement requirements set
44 forth in NCTCOG's Clean Construction Specification.}
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised[Insert Revision Date]
01 35 13-6
SPECIAL PROJECT PROCEDURES
Page 6 of 8
l 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 LIO DELIVERY,STORAGE,AND HANDLING [NOT USED]
7 IA1 FIELD [SITE] CONDITIONS [NOT USED]
8 L12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
t 1 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
July 2011
13
F
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised[Insert Revision Date]
1
01 35 13-7
SPECIAL PROJECT PROCEDURES
Page 7 of
l EXHIBIT A
2 (To be printed on Contractor's Letterhead)
3
4
5
6 Date:
7
8 CPN No.:
9 Project Name:
10 Mapsco Location:
I 1 Limits of Construction:
12
13
14
_ .
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR 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 ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised[Insert Revision Date]
01 35 13-8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
I EXHIBIT B
FORT NORTH
Dates
DOE NO.XXXX
Project Name:
NOTICE OF TEMPORARY WATER SERVICE
IMTERRUPTIOPI
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
CONTRACTOR
4
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS City Project No.00562
Revised[Insert Revision Date]
i
r
014523- 1
"TESTING AND INSPECTION SERVICES
Page 1 uF2
1 SECTION 0145 23
2 TESTING AND INSPECTION SERVICES
3 PARTI - GENERAL
4 Ll SUMMARY
5 A. Section Includes:
6 1. Testing and inspection services procedures and coordination
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 a. Contractor is responsible for performing, coordinating, and payment of all
t7 Quality Control testing.
18 b. City is responsible for performing and payment for first set of Quality
19 Assurance testing.
20 1) If the first Quality Assurance test performed by the City fails, the
21 Contractor is responsible for payment of subsequent Quality Assurance
22 testing until a passing test occurs.
23 a) Final acceptance will not be issued by City until all required payments
24 for testing by Contractor have been paid in full.
25 1.3 REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Testing
28 1. Complete testing in accordance with the Contract Documents.
29 2. Coordination
30 a. When testing is required to be performed by the City, notify City, sufficiently
31 in advance,when testing is needed.
32 b. When testing is required to be completed by the Contractor, notify City,
33 sufficiently in advance, that testing will be performed.
34 3. Distribution of Testing Reports
35 a. Electronic Distribution
36 1) Confirm development of Project directory for electronic submittals to be
37 uploaded to City's Buzzsaw site, or another external FTP site approved by
38 the City.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01d523-2
TESTING AND INSPECTION SERVICES
Page 2 of
1 2) Upload test reports to designated project directory and notify appropriate
2 City representatives via email of submittal posting.
3 3) Hard Copies
4 a) 1 copy for all submittals submitted to the Project Representative
5 b. Hard Copy Distribution(if required in lieu of electronic distribution)
6 1) Tests performed by City
7 a) Distribute I hard copy to the Contractor
8 2) Tests performed by the Contractor
9 a) Distribute 3 hard copies to City's Project Representative
t0 4. Provide City's Project Representative with trip tickets for each delivered load of
I 1 Concrete or Lime material including the following information:
12 a. Name of pit
13 b. Date of delivery
14 c. Material delivered
15 B. Inspection
16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to
17 perform work in accordance with the Contract Documents.
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALSANFORMATIONAL 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 [NOT USED]
27 PART 3- EXECUTION [NOT USED]
28 END OF SECTION
29
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
i
01 50 00-1
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
1 SECTION 0150 00
2 TEMPORARY FACILITIES AND CONTROLS
3 PARTI - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including, but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
l I d. Dust control
12 e. Temporary fencing of the construction site
13 B. Deviations from this City of Fort Worth Standard Specification
14 1. None.
15 C. Related Specification Sections include, but are not necessarily limited to:
16 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
17 2. Division 1 —General Requirements
18 L2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 L4 ADMINISTRATIVE REQUIREMENTS
24 A. Temporary Utilities
25 1. Obtaining Temporary Service
26 a. Make arrangements with utility service companies for temporary services.
27 b. Abide by rules and regulations of utility service companies or authorities
28 having jurisdiction.
29 c. Be responsible for utility service costs until Work is approved for Final
30 Acceptance.
31 1) Included are fuel,power, light, heat and other utility services necessary for
32 execution,completion, testing and initial operation of Work.
33 2. Water
34 a. Contractor to provide water required for and in connection with Work to be
35 performed and for specified tests of piping, equipment,devices or other use as
36 required for the completion of the Work.
37 b. Provide and maintain adequate supply of potable water for domestic
38 consumption by Contractor personnel and City's Project Representatives.
39 c. Coordination
40 1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
01 5000-2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
l d. Contractor Payment for Construction Water
2 l) Obtain construction water meter from City for payment as billed by City's
3 established rates.
4 3. Electricity and Lighting
5 a. Provide and pay for electric powered service as required for Work, including
6 testing of Work.
7 1) Provide power for lighting, operation of equipment, or other use.
8 b. Electric power service includes temporary power service or generator to
9 maintain operations during scheduled shutdown.
10 4. Telephone
1 I a. Provide emergency telephone service at Site for use by Contractor personnel
12 and others performing work or furnishing services at Site.
13 5. Temporary Heat and Ventilation
14 a. Provide temporary heat as necessary for protection or completion of Work.
15 b. Provide temporary heat and ventilation to assure safe working conditions.
16 B. Sanitary Facilities
17 1. Provide and maintain sanitary facilities for persons on Site.
18 a. Comply with regulations of State and local departments of health.
19 2. Enforce use of sanitary facilities by construction personnel at job site.
20 a. Enclose and anchor sanitary facilities.
21 b. No discharge will be allowed from these facilities.
22 c. Collect and store sewage and waste so as not to cause nuisance or health
23 problem.
24 d. Haul sewage and waste off-site at no less than weekly intervals and properly
25 dispose in accordance with applicable regulation.
26 3. Locate facilities near Work Site and keep clean and maintained throughout Project.
27 4. Remove facilities at completion of Project
28 C. Storage Sheds and Buildings
29 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor
30 above ground level for materials and equipment susceptible to weather damage.
31 2. Storage of materials not susceptible to weather damage may be on blocks off
32 ground.
33 3. Store materials in a neat and orderly manner.
34 a. Place materials and equipment to permit easy access for identification,
35 inspection and inventory.
36 4. Equip building with lockable doors and lighting,and provide electrical service for
37 equipment space heaters and heating or ventilation as necessary to provide storage
38 environments acceptable to specified manufacturers.
39 5. Fill and grade site for temporary structures to provide drainage away from
40 temporary and existing buildings.
41 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
t
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
s
015000-3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1 1. Contractor is responsible for maintaining dust control through the duration of the
2 project.
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 or subcontractors are responsible for protecting Work from damage due
7 to weather.
8 1.5 SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 L8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY [NOT USED]
16 PART 2- PRODUCTS [NOT USED]
17 PART 3 - EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR] / [RESTORATION]
25 3.6 RE-INSTALLATION
26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
27 3.8 SYSTEM STARTUP [NOT USED]
28 3.9 ADJUSTING [NOT USED]
29 3.10 CLEANING [NOT USED]
30 3AI CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 5000-4
TEMPORARY FACILITIES AND CONTROLS
Page 4 ot`4
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 5526- 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page I of 3
l SECTION O1 55 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
I 1 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
14 2. Division 1 —General Requirements
15 3. Section 34 71 13 —Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification,unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. When traffic control plans are included in the Drawings, provide Traffic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When traffic control plans are not included in the Drawings, prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimum 10 working days for review of proposed Traffic Control.
35 B. Street Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
37 a. To obtain Street Use Permit, submit Traffic Control Plans to City
38 Transportation and Public Works Department.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 55 26-2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1) Allow a minimum of 5 working days for permit review.
2 2) Contractor's responsibility to coordinate review of Traffic Control plans for
3 Street Use Permit, such that construction is not delayed.
4 C. Modification to Approved Traffic Control
5 1. Prior to installation traffic control:
6 a. Submit revised traffic control plans to City Department Transportation and
7 Public Works Department.
8 1) Revise Traffic Control plans in accordance with Section 34 71 13.
9 2) Allow minimum 5 working days for review of revised Traffic Control.
t0 3) It is the Contractor's responsibility to coordinate review of Traffic Control
I l plans for Street Use Permit, such that construction is not delayed.
12 D. Removal of Street Sign
13 1. If it is determined that a street sign must be removed for construction, then contact
14 City Transportation and Public Works Department, Signs and Markings Division to
15 remove the sign.
16 E. Temporary Signage
17 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting
18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
19 Devices(MUTCD).
20 2. Install temporary sign before the removal of permanent sign.
21 3. When construction is complete,to the extent that the permanent sign can be
22 reinstalled,contact the City Transportation and Public Works Department, Signs
23 and Markings Division, to reinstall the permanent sign.
24 F. Traffic Control Standards
25 1. Traffic Control Standards can be found on the City's Buzzsaw website.
26 1.5 SUBMITTALS [NOT USED]
27 L6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
1
34 PART 2- PRODUCTS [NOT USED]
35 PART 3- EXECUTION [NOT USED]
36 END OF SECTION
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
S
01 55 26-3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
l
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
015713-I
STORM WATER POLLUTION PREVENTION
Page I of 3
l SECTION 0157 13
2 STORM WATER POLLUTION PREVENTION
3 PART1 - GENERAL
4 LI SUMMARY
5 A. Section Includes:
6 1. Procedures for Storm Water Pollution Prevention Plans
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
I 1 Contract
12 2. Division 1—General Requirements
13 3. Section 3125 00—Erosion and Sediment Control
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Construction Activities resulting in less than 1 acre of disturbance
17 a. Work associated with this Item is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item.
19 2. Construction Activities resulting in greater than 1 acre of disturbance
20 a. Measurement and Payment shall be in accordance with Section 3125 00.
21 1.3 REFERENCES
22 A. Abbreviations and Acronyms
23 1. Notice of Intent: NOI
24 2. Notice of Termination: NOT
25 3. Storm Water Pollution Prevention Plan: SWPPP
26 4. Texas Commission on Environmental Quality: TCEQ
27 5. Notice of Change: NOC
28 A. Reference Standards
29 1. Reference standards cited in this Specification refer to the current reference
30 standard published at the time of the latest revision date logged at the end of this
31 Specification,unless a date is specifically cited.
32 2. Integrated Storm Management(iSWM)Technical Manual for Construction
33 Controls
34 1.4 ADMINISTRATIVE REQUIREMENTS
35 A. General
36 1. Contractor is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
i
01 57 13-2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
1 13. Construction Activities resulting in:
2 1. Less than 1 acre of disturbance
3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and
4 Drawings.
5 2. 1 to less than 5 acres of disturbance
6 a. Texas Pollutant Discharge Elimination System(TPDES) General Construction
7 Permit is required
8 b. Complete SWPPP in accordance with TCEQ requirements
9 1) TCEQ Small Construction Site Notice Required under general permit
10 TXR150000
11 a) Sign and post at job site
12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of
13 Transportation and Public Works, Environmental Division, (817) 392-
14 6088.
15 2) Provide erosion and sediment control in accordance with:
16 a) Section 31 25 00
17 b) The Drawings
18 c) TXR150000 General Permit
19 d) SWPPP
20 e) TCEQ requirements
21 3. 5 acres or more of Disturbance
22 a. Texas Pollutant Discharge Elimination System(TPDES) General Construction
23 Permit is required
24 b. Complete SWPPP in accordance with TCEQ requirements
25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
26 a) Sign and post at job site
27 b) Send copy to City Department of Transportation and Public Works,
28 Enviromnental Division, (817) 392-6088.
29 2) TCEQ Notice of Change required if making changes or updates to NOI
30 3) Provide erosion and sediment control in accordance with:
31 a) Section 3125 00
32 b) The Drawings
33 c) TXR150000 General Permit
34 d) SWPPP
35 e) TCEQ requirements
36 4) Once the project has been completed and all the closeout requirements of
37 TCEQ have been met a TCEQ Notice of Termination can be submitted.
38 a) Send copy to City Department of Transportation and Public Works,
39 Environmental Division, (817) 392-6088.
40 t.5 SUBMITTALS
41 A. SWPPP
42 1. Submit in accordance with Section 01 33 00,except as stated herein.
43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
44 as follows:
45 1) 1 copy to the City Project Manager
46 a) City Project Manager will forward to the City Department of
47 Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised Ally I,2011
01 57 13-3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City
3 in accordance with Section 0133 00.
4 1.6 ACTION SUBMITTALSANFORMATIONAL 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 END OF SECTION
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
i
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
i
i
01 53 13- I
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
I SECTION 0158 13
2 TEMPORARY PROJECT SIGNAGE
3 PARTI - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Temporary Project Signage Requirements
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
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 [RIOT 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 [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS
29 A. Design Criteria
30 1. Provide free standing Project Designation Sign in accordance with City's Standard
31 Details for project signs.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 58 13-2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
I B. Materials
2 1. Sign
3 a. Constructed of/4-inch fir plywood, grade A-C(exterior) or better
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3- EXECUTION
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION [NOT USED]
9 3.3 PREPARATION [NOT USED]
10 3.4 INSTALLATION
11 A. General
12 1. Provide vertical installation at extents of project.
13 2. Relocate sign as needed,upon request of 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 [OR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING [NOT USED]
24 3.11 CLOSEOUT ACTIVITIES [NOT USED]
25 3.12 PROTECTION [NOT USED]
26 3.13 MAINTENANCE
27 A. General
28 1. Maintenance will include painting and repairs as needed or directed by the City.
29 3.14 ATTACHMENTS [NOT USED]
30 END OF SECTION
31
i
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
i
01 58 13-3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
t
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 60 00- 1
PRODUCT REQUIRENI ENTS
Page I oft
1 SECTION 0160 00
2 PRODUCT REQUIREMENTS
3 PARTI - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. A listing of the approved products for use in the City
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
l 1 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
13 1.3 REFERENCES [NOT USED]
14 1.4 ADMINISTRATIVE REQUIREMENTS
15 A. A list of City approved products for use is attached to this Section.
16 B. Only products specifically included on City's Standard Product List in these Contract
17 Documents shall be allowed for use on the Project.
18 1. Any subsequently approved products will only be allowed for use upon specific
19 approval by the City.
20 C. Any specific product requirements in the Contract Documents supersede similar
21 products included on the City's Standard Product List.
22 1. The City reserves the right to not allow products to be used for certain projects even
23 though the product is listed on the City's Standard Product List.
24 D. Although a specific product is included on City's Standard Product List,not all
25 products from that manufacturer are approved for use, including but not limited to, that
26 manufacturer's standard product.
27 E. See Section 01 33 00 for submittal requirements of Product Data included on City's
28 Standard Product List.
29 L5 SUBMITTALS [NOT USED]
30 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
31 1.7 CLOSEOUT SUBMITTALS [NOT USED]
32 L8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
33 1.9 QUALITY ASSURANCE [NOT USED]
34 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
016000-2
PRODUCT REQUIREMENTS
Page 2 of 2
I 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED)
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION [NOT USED[
5 END OF SECTION
6
Revision Log
DATE NAME SUMMARY OF CHANGE
7
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
01 6600-1
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page I of4
1 SECTION 0166 00
2 PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Scheduling of product delivery
7 2. Packaging of products for delivery
8 3. Protection of products against damage from:
9 a. Handling
10 b. Exposure to elements or harsh environments
l 1 B. Deviations from this City of Fort Worth Standard Specification
12 1. None.
13 C. Related Specification Sections include, but are not necessarily limited to:
14 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
15 2. Division 1 —General Requirements
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES [NOT USED]
21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
22 1.5 SUBMITTALS [NOT USED]
23 1.6 ACTION SUBMITTALS/INFORIYMATIONAL SUBMITTALS [NOT USED]
24 1.7 CLOSEOUT SUBMITTALS [NOT USED]
25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26 1.9 QUALITY ASSURANCE [NOT USED]
27 1.10 DELIVERY AND HANDLING
28 A. Delivery Requirements
29 1. Schedule delivery of products or equipment as required to allow timely installation
30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
E
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
016600-2
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of'4
1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other
2 containers designed and constructed to protect the contents from physical or
3 environmental damage.
4 5. Clearly and fully mark and identify as to manufacturer, item and installation
5 location.
6 6. Provide manufacturer's instructions for storage and handling.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with these Contract Documents and
9 manufacturer's recommendations and instructions.
10 C. Storage Requirements
l 1 1. Store materials in accordance with manufacturer's recommendations and
12 requirements of these Specifications.
13 2. Make necessary provisions for safe storage of materials and equipment.
14 a. Place loose soil materials and materials to be incorporated into Work to prevent
15 damage to any part of Work or existing facilities and to maintain free access at
16 all times to all parts of Work and to utility service company installations in
17 vicinity of Work.
18 3. Keep materials and equipment neatly and compactly stored in locations that will
19 cause minimum inconvenience to other contractors, public travel, adjoining owners,
20 tenants and occupants.
21 a. Arrange storage to provide easy access for inspection.
22 4. Restrict storage to areas available on construction site for storage of material and
23 equipment as shown on Drawings, or approved by City's Project Representative.
24 5. Provide off-site storage and protection when on-site storage is not adequate.
25 a. Provide addresses of and access to off-site storage locations for inspection by
26 City's Project Representative.
27 6. Do not use lawns, grass plots or other private property for storage purposes without
28 written permission of owner or other person in possession or control of premises.
29 7. Store in manufacturers' unopened containers.
30 8. Neatly, safely and compactly stack materials delivered and stored along line of
31 Work to avoid inconvenience and damage to property owners and general public
32 and maintain at least 3 feet from fire hydrant.
33 9. Keep public and private driveways and street crossings open.
34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
35 satisfaction of City's Project Representative.
36 a. Total length which materials may be distributed along route of construction at
37 one time is 1,000 linear feet,unless otherwise approved in writing by City's
38 Project Representative.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised htly 1,2011
01 6600-3
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
l 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 STARTUP [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 or equipment in accordance with manufacturer's written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
010600-d
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 or4
Revision Log
DATE NAME SUMMARY OF CHANGE
t
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 70 00- 1
MOBILIZATION AND RENIOBILIZATION
Page I of3
t SECTION 0170 00
2 MOBILIZATION AND REMOBILIZATION
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 2. Mobilization and Demobilization
7 a. Mobilization:
8 1) Transportation of Contractor's personnel, equipment, and operating supplies
9 to the Site
to 2) Establishment of necessary general facilities for the Contractor's operation
I 1 at the Site
12 3) Premiums paid for performance and payment bonds
13 4) Transportation of Contractor's personnel, equipment, and operating supplies
14 to another location within the designated Site
15 5) Relocation of necessary general facilities for the Contractor's operation
16 from one location to another location on the Site.
17 b. Demobilization:
18 1) Transportation of Contractor's personnel,equipment, and operating supplies
19 away from the Site including disassembly
20 2) Site Clean-up
21 3) Removal of all buildings and/or other facilities assembled at the Site for this
22 Contract
23 c. Mobilization and Demobilization do not include activities for specific items of
24 work that are for which payment is provided elsewhere in the contract.
25 3. Remobilization
26 a. Remobilization for Suspension of Work specifically required in the Contract
27 Documents or as required by City includes:
28 1) Demobilization:
29 a) Transportation of Contractor's personnel,equipment, and operating
30 supplies from the Site including disassembly or temporarily securing
31 equipment, supplies, and other facilities as designated by the Contract
32 Documents necessary to suspend the Work.
33 b) Site Clean-up as designated in the Contract Documents
34 2) Remobilization:
35 a) Transportation of Contractor's personnel,equipment, and operating
36 supplies to the Site necessary to resume the Work.
3
37 b) Establishment of necessary general facilities for the Contractor's
38 operation at the Site necessary to resume the Work.
39 3) No Payments will be made for:
40 a) Mobilization and Demobilization from one location to another on the
41 Site in the normal progress of performing the Work.
42 b) Stand-by or idle time
43 c) Lost profits
44 3. Mobilizations and Demobilization for Miscellaneous Projects
45 a. Mobilization and Demobilization
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised June 7,2012
01 7000-2
MOBILIZATION AND REMOl31LIZATION
Page 2 of 3
t t) Mobilization shall consist of the activities and cost on a Work Order basis
2 necessary for:
3 a) Transportation of Contractor's personnel,equipment, and operating
4 supplies to the Site for the issued Work Order.
5 b) Establishment of necessary general facilities for the Contractor's
6 operation at the Site for the issued Work Order
7 2) Demobilization shall consist of the activities and cost necessary for:
8 a) Transportation of Contractor's personnel,equipment,and operating
9 supplies from the Site including disassembly for each issued Work
10 Order
I I b) Site Clean-up for each issued Work Order
12 c) Removal of all buildings or other facilities assembled at the Site for
13 each Work Oder
14 b. Mobilization and Demobilization do not include activities for specific items of
15 work for which payment is provided elsewhere in the contract.
16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
17 a. A Mobilization for Miscellaneous Projects when directed by the City and the
18 mobilization occurs within 24 hours of the issuance of the Work Order.
19 B. Deviations from City of Fort Worth Standards
20 2. None
21 C. Related Specification Sections include but are not necessarily limited to
22 2. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the
23 Contract.
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 2. Mobilization and Demobilization
27 a. Measurement and Payment
28 1) Work associated with this Item is considered subsidiary to the various items
29 bid. No separate payment will be allowed for this item.
30 3. Remobilization for suspension of Work as specifically required in the Contract
31 Documents
32 a. Measurement
33 1) Measurement for this Item shall be per each remobilization preformed.
34 b. Payment
35 1) The work performed in accordance with this Item will be paid for at the
36 unit price per each"Specified Remobilization" in accordance with Contract
37 Documents.
38 c. The price shall include:
39 1) Demobilization as described in Section 1.1.A.2.a.1)
40 2) Remobilization as described in Section 1.1.A.2.a.2)
41 d. No payments will be made for standby, idle time,or lost profits associated this
42 Item.
43 4. Remobilization for suspension of Work as required by City
44 a. Measurement and Payment
45 1) This shall be submitted as a Contract Claim in accordance with Article 10
46 of 00 72 00 General Conditions.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised June 7,2012
01 7000-3
MOBILIZATION AND REMOBILIZATION
Page 3 or3
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 Contr Documents. Demobilization shall be considered subsidiary to
11 mobiIi::ttion 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 END OF SECTION
35
Revision Log
DATE NAME SUMMARY OF CHANGE
[2010 JAN 06]
36
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised June 7,2012
i
017123- I
CONSTRUCTION STAKING
Page I of 3
1 SECTION 01 71 23
2 CONSTRUCTION STAKING
3 PARTI - GENERAL
4 1.1 SUMMARY
5 A. Section includes:
6 I. Requirements for construction staking.
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 -General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Construction Stakes
19 1. Construction staking will be performed by the City.
20 2. Coordination
21 a. Contact City's Project Representative at least 2 weeks in advance for
22 scheduling of Construction Staking.
23 3. General
24 a. It is the Contractor's responsibility to coordinate staking such that construction
25 activities are not delayed or negatively impacted.
26 b. Contractor is responsible for preserving and maintaining stakes furnished by
27 City.
28 c. If in the opinion of the City, a sufficient number of stakes or markings have
29 been lost,destroyed or disturbed, by Contractor's neglect such that the
30 contracted Work cannot take place, then the Contractor will be required to pay
31 the City for new staking with a 25 percent markup.
32 1) The cost for staking will be deducted from the payment due to the
33 Contractor for the Project.
34 1.5 SUBMITTALS
35 A. Submittals, if required, shall be in accordance with Section 01 33 00.
36 1. All Submittals shall be approved by the Engineer or the City prior to delivery.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
01 71 23-2
CONSTRUCTION STAKING
Page 2 of 3
1 L6 ACTION SUBMITTALSANFORMATIONAL 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 L8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced
13 in the necessary crafts and who are completely familiar with the specified requirements
14 and the methods needed for proper performance of the Work.
15 1.10 DELIVERY, STORAGE,AND HANDLING ['NOT USED]
16 1.11 FIELD [SITE] CONDITIONS [NOT USED]
17 1.12 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 [OR] SITE QUALITY CONTROL
i
29 A. Preserve permanent reference points during progress of the Work.
30 B. Do not change or relocate reference points without approval from the City.
31 C. Utilize recognized engineering survey practices.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
01 71 23-3
CONSTRUCTION STAKING
Page 3 of 3
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
Revision Log
DATE NAME SUMMARY OF CHANGE
10
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 74 23-1
CLEANING
Page I ot'4
1 SECTION 0174 23
2 CLEANING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
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:
t 1 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1—General Requirements
13 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALSANFORMATIONAL 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 STORAGE,AND HANDLING
31 A. Storage and Handling Requirements
32 1. Store cleaning products and cleaning wastes in containers specifically designed for
33 those materials.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised duty 1,2011
017423-2
CLEANING
Page 2 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART2- PRODUCTS
4 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 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]
23 3.10 CLEANING
24 A. General
25 t. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 7423-3
CLEANING
Page 3 of 4
l 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporary construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not burn on-site.
9 B. Intermediate Cleaning during Construction
t0 1. Keep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations.
12 2. At maximum weekly intervals,dispose of waste materials, debris and rubbish.
13 3. Confine construction debris daily in strategically located container(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away from construction or operational activities
16 c. Haul from site at a minimum of once per week
17 4. Vacuum clean interior areas when ready to receive finish painting.
18 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance.
19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items,which
20 may become airborne or transported by flowing water during the storm.
21 C. Interior Final Cleaning
22 1. Remove grease,mastic,adhesives,dust, dirt,stains,fingerprints, labels and other
23 foreign materials from sight-exposed surfaces.
24 2. Wipe all lighting fixture reflectors, lenses,lamps and trims clean.
25 3. Wash and shine glazing and mirrors.
26 4. Polish glossy surfaces to a clear shine.
27 5. Ventilating systems
28 a. Clean permanent filters and replace disposable filters if units were operated
29 during construction.
30 b. Clean ducts,blowers and coils if units were operated without filters during
31 construction.
32 6. Replace all burned out lamps.
33 7. Broom clean process area floors.
34 8. Mop office and control room floors.
35 D. Exterior(Site or Right of Way) Final Cleaning
36 1. Remove trash and debris containers from site.
37 a. Re-seed areas disturbed by location of trash and debris containers in accordance
38 with Section 32 92 13.
39 2. Sweep roadway to remove all rocks, pieces of asphalt,concrete or any other object
40 that may hinder or disrupt the flow of traffic along the roadway.
41 3. Clean any interior areas including, but not limited to, vaults,manholes,structures,
42 junction boxes and inlets.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 7423-4
CLEANING
Page 4 of 4
1 4. If no longer required for maintenance of erosion facilities,and upon approval by
2 City, remove erosion control from site.
3 5. Clean signs, lights,signals,etc.
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT USED)
8 END OF SECTION
9
Revision Log
DATE NAME SUMMARY OF CHANGE
10
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
ill 77 19-1
CLOSEOUT REQUIREMENTS
Page I ot'3
1 SECTION 0177 19
2 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 SUBMITTALS
26 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 77 19-2
CLOSEOUT REQUIREMENTS
Page 2 ol`3
l 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3- EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [RIOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 0178 39
11 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23
12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section
13 01 7423.
l4 C. Final Inspection
15 1. After final cleaning,provide notice to the City Project Representative that the Work
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection, the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice, inform the City, that the required Work has been completed. Upon receipt
26 of this notice, the City, in the presence of the Contractor,will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation. These special accessory items include, but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
39 D. Notice of Project Completion
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 77 19-3
CLOSEOUT REQUIREMENTS
Page 3 of 3
I 1. 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 [OR] 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
28
Revision Log
DATE NAME SUMMARY OF CHANGE
1
29
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
017823-I
OPERATION AND MAINTENANCE DATA
Page I of 5
t SECTION 0178 23
2 OPERATION AND MAINTENANCE DATA
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Product data and related information appropriate for City's maintenance and
7 operation of products furnished under Contract
8 2. Such products may include,but are not limited to:
9 a. Traffic Controllers
10 b. Irrigation Controllers (to be operated by the City)
11 c. Butterfly Valves
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 —General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Schedule
24 1. Submit manuals in final form to the City within 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
27 A. Submittals shall be in accordance with Section 01 33 00 Submittal Procedures. All
28 submittals shall be approved by the City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
30 A. Submittal Form
31 1. Prepare data in form of an instructional manual for use by City personnel.
32 2. Format
33 a. Size: 8 '/z inches x 11 inches
34 b. Paper
35 1) 40 pound minimum,white, for typed pages
36 2) Holes reinforced with plastic, cloth or metal
37 c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
01 7823-2
OPERATION AND MAINTENANCE DATA
Page 2 of 5
1 d. Drawings
2 1) Provide reinforced punched binder tab, bind in with text
3 2) Reduce larger drawings and fold to size of text pages.
4 e. Provide fly-leaf for each separate product, or each piece of operating
5 equipment.
6 1) Provide typed description of product,and major component parts of
7 equipment.
8 2) Provide indexed tabs.
9 f. Cover
10 1) Identify each volume with typed or printed title "OPERATING AND
I I MAINTENANCE INSTRUCTIONS".
12 2) List:
13 a) Title of Project
14 b) Identity of separate structure as applicable
15 c) Identity of general subject matter covered in the manual
16 3. Binders
17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers
18 b. When multiple binders are used,correlate the data into related consistent
19 groupings.
20 4. If available,provide an electronic form of the O&M Manual.
21 B. Manual Content
22 1. Neatly typewritten table of contents for each volume, arranged in systematic order
23 a. Contractor,name of responsible principal,address and telephone number
24 b. A list of each product required to be included, indexed to content of the volume
25 c. List,with each product:
26 1) The name,address and telephone number of the subcontractor or installer
27 2) A list of each product required to be included,indexed to content of the
28 volume
29 3) Identify area of responsibility of each
30 4) Local source of supply for parts and replacement
31 d. Identify each product by product name and other identifying symbols as set
32 forth in Contract Documents.
33 2. Product Data
34 a. Include only those sheets which are pertinent to the specific product.
35 b. Annotate each sheet to:
36 1) Clearly identify specific product or part installed
37 2) Clearly identify data applicable to installation
38 3) Delete references to inapplicable information
39 3. Drawings
40 a. Supplement product data with drawings as necessary to clearly illustrate:
41 1) Relations of component parts of equipment and systems
42 2) Control and flow diagrams
43 b. Coordinate drawings with information in Project Record Documents to assure
44 correct illustration of completed installation.
45 c. Do not use Project Record Drawings as maintenance drawings.
46 4. Written text, as required to supplement product data for the particular installation:
47 a. Organize in consistent format under separate headings for different procedures.
48 b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
01 7823-3
OPERATION AND MAINTENANCE DATA
Page 3 of 5
1 5. Copy of each warranty, bond and service contract issued
2 a. Provide information sheet for City personnel giving:
3 1) Proper procedures in event of failure
4 2) Instances which might affect validity of warranties or bonds
5 C. Manual for Materials and Finishes
6 1. Submit 5 copies of complete manual in final form.
7 2. Content, for architectural products, applied materials and finishes:
8 a. Manufacturer's data, giving full information on products
9 1) Catalog number, size,composition
10 2) Color and texture designations
11 3) Information required for reordering special manufactured products
12 b. Instructions for care and maintenance
13 1) Manufacturer's recommendation for types of cleaning agents and methods
14 2) Cautions against cleaning agents and methods which are detrimental to
15 product
16 3) Recommended schedule for cleaning and maintenance
17 3. Content,for moisture protection and weather exposure products:
18 a. Manufacturer's data, giving full information on products
19 1) Applicable standards
20 2) Chemical composition
21 3) Details of installation
22 b. Instructions for inspection,maintenance and repair
23 D. Manual for Equipment and Systems
24 1. Submit 5 copies of complete manual in final form.
25 2. Content, for each unit of equipment and system,as appropriate:
26 a. Description of unit and component parts
27 1) Function,normal operating characteristics and limiting conditions
28 2) Performance curves, engineering data and tests
29 3) Complete nomenclature and commercial number of replaceable parts
30 b. Operating procedures
31 1) Start-up, break-in,routine and normal operating instructions
32 2) Regulation, control, stopping, shut-down and emergency instructions
33 3) Summer and winter operating instructions
34 4) Special operating instructions
35 c. Maintenance procedures
36 1) Routine operations
37 2) Guide to "trouble shooting"
38 3) Disassembly, repair and reassembly
39 4) Alignment, adjusting and checking
40 d. Servicing and lubrication schedule
41 1) List of lubricants required
42 e. Manufacturer's printed operating and maintenance instructions
43 f. Description of sequence of operation by control manufacturer
44 1) Predicted life of parts subject to wear
45 2) Items recommended to be stocked as spare parts
46 g. As installed control diagrams by controls manufacturer
47 li. Each contractor's coordination drawings
48 1) As installed color coded piping diagrams
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 7823-4
OPERATION AND MAINTENANCE DATA
Page 4 of 5
I i. Charts of valve tag numbers,with location and function of each valve
2 j. List of original manufacturer's spare parts, manufacturer's current prices, and
3 recommended quantities to be maintained in storage
4 k. Other data as required under pertinent Sections of Specifications
5 3. Content, for each electric and electronic system, as appropriate:
6 a. Description of system and component parts
7 1) Function,normal operating characteristics,and limiting conditions
8 2) Performance curves, engineering data and tests
9 3) Complete nomenclature and commercial number of replaceable parts
10 b. Circuit directories of panelboards
11 1) Electrical service
12 2) Controls
13 3) Communications
14 c. As installed color coded wiring diagrams
15 d. Operating procedures
16 1) Routine and normal operating instructions
17 2) Sequences required
18 3) Special operating instructions
19 e. Maintenance procedures
20 1) Routine operations
21 2) Guide to "trouble shooting"
22 3) Disassembly, repair and reassembly
23 4) Adjustment and checking
24 f. Manufacturer's printed operating and maintenance instructions
25 g. List of original manufacturer's spare parts,manufacturer's current prices,and
26 recommended quantities to be maintained in storage
27 h. Other data as required under pertinent Sections of Specifications
28 4. Prepare and include additional data when the need for such data becomes apparent
29 during instruction of City's personnel.
30 1.7 CLOSEOUT 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 1. Trained and experienced in maintenance and operation of described products
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
017s23-5
OPERATION AND MAINTENANCE DATA
Page 5 of 5
1 LIO DELIVERY, STORAGE,AND HANDLING [NOT USED]
2 11I FIELD [SITE] CONDITIONS [NOT USED]
3 L12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3- EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
01 78 39-1
PROJECT RECORD DOCUMENTS
Page I of 4
t SECTION 0178 39
2 PROJECT RECORD DOCUMENTS
3 PARTI - GENERAL
4 L.1 SUMMARY
5 A. Section Includes:
6 1. Work associated with the documenting the project and recording changes to project
7 documents, including:
8 a. Record Drawings
9 b. Water Meter Service Reports
10 c. Sanitary Sewer Service Reports
1 I d. Large Water Meter Reports
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 —General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to
25 City's Project Representative.
26 1.6 ACTION 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
30 A. Accuracy of Records
31 1. Thoroughly coordinate changes within the Record Documents, making adequate
32 and proper entries on each page of Specifications and each sheet of Drawings and
33 other Documents where such entry is required to show the change properly.
34 2. Accuracy of records shall be such that future search for items shown in the Contract
35 Documents may rely reasonably on information obtained from the approved Project
36 Record Documents.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised hilt'1,2011
017839-2
PROJECT RECORD DOCUMENTS
Page 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
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data,use means necessary to again secure the data
12 to the City's approval.
13 a. In such case, provide replacements to the standards originally required by the
14 Contract Documents.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
19 2.2 RECORD DOCUMENTS
20 A. Job set
21 1. Promptly following receipt of the Notice to Proceed,secure from the City, at no
22 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
23 B. Final Record Documents
24 1. At a time nearing the completion of the Work and prior to Final Inspection,provide
25 the City 1 complete set of all Final Record Drawings in the Contract.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE 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 MAINTENANCE DOCUMENTS
33 A. Maintenance of Job Set
34 1. Immediately upon receipt of the job set, identify each of the Documents with the
35 title, "RECORD DOCUMENTS -JOB SET".
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July I,2011
01 78 39-3
PROJECT RECORD DOCUMENTS
Page 3 of 4
1 2. Preservation
2 a. Considering the Contract completion time, the probable number of occasions
3 upon which the job set must be taken out for new entries and for examination,
4 and the conditions under which these activities will be performed,devise a
5 suitable method for protecting the job set.
6 b. Do not use the job set for any purpose except entry of new data and for review
7 by the City,until start of transfer of data to final Project Record Documents.
8 c. Maintain the job set at the site of work.
9 3. Coordination with Construction Survey
to a. At a minimum, in accordance with the intervals set forth in Section 01 71 23,
I I clearly mark any deviations from Contract Documents associated with
12 installation of the infrastructure.
13 4. Making entries on Drawings
14 a. Record any deviations from Contract Documents.
15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
16 change by graphic line and note as required.
17 c. Date all entries.
18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
19 e. In the event of overlapping changes, use different colors for the overlapping
20 changes.
21 5. Conversion of schematic layouts
22 a. In some cases on the Drawings, arrangements of conduits,circuits,piping,
23 ducts, and similar items, are shown schematically and are not intended to
24 portray precise physical layout.
25 1) Final physical arrangement is determined by the Contractor, subject to the
26 City's approval.
27 2) However,design of future modifications of the facility may require
28 accurate information as to the final physical layout of items which are
29 shown only schematically on the Drawings.
30 b. Show on the job set of Record Drawings, by dimension accurate to within 1
31 inch,the centerline of each run of items.
32 1) Final physical arrangement is determined by the Contractor,subject to the
33 City's approval.
34 2) Show, by symbol or note, the vertical location of the Item("under slab", "in
35 ceiling plenum", "exposed",and the like).
36 3) Make all identification sufficiently descriptive that it may be related
37 reliably to the Specifications.
38 c. The City may waive the requirements for conversion of schematic layouts
39 where,in the City's judgment,conversion serves no useful purpose. However,
40 do not rely upon waivers being issued except as specifically issued in writing
41 by the City.
42 B. Final Project Record Documents
43 1. Transfer of data to Drawings
44 a. Carefully transfer change data shown on the job set of Record Drawings to the
45 corresponding final documents, coordinating the changes as required.
46 b. Clearly indicate at each affected detail and other Drawing a full description of
47 changes made during construction,and the actual location of items.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
E
017339-4
PROJECT RECORD DOCUMENTS
Page 4 of 4
I c. Call attention to each entry by drawing a"cloud" around the area or areas
2 affected.
3 d. Make changes neatly,consistently and with the proper media to assure
4 longevity and clear reproduction.
5 2. Transfer of data to other Documents
6 a. If the Documents, other than Drawings, have been kept clean during progress of
7 the Work, and if entries thereon have been orderly to the approval of the City,
8 the job set of those Documents,other than Drawings, will be accepted as final
9 Record Documents.
10 b. If any such Document is not so approved by the City, secure a new copy of that
I I Document from the City at the City's usual charge for reproduction and
12 handling, and carefully transfer the change data to the new copy to the approval
13 of the City.
14 3.5 REPAIR/ RESTORATION [NOT USED]
15 3.6 RE-INSTALLATION [NOT USED]
16 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
17 3.8 SYSTEM STARTUP [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 [NOT USED]
22 3.13 MAINTENANCE [NOT USED]
23 3.14 ATTACHMENTS [NOT USED]
24 END OF SECTION
25
Revision Log
DATE NAME SUMMARY OF CHANGE
26
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,00562
Revised July I,2011
3305 14-1
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page I of 6
I SECTION 33 05 14
2 ADJUSTING MANHOLES, INLETS, VALVE BOXES,AND OTHER STRUCTURES TO
3 GRADE
4 PART1 - GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 1. Vertical adjustments to manholes, drop inlets,valve boxes, cathodic protection test
8 stations and other miscellaneous structures to a new grade
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. Section 1.2.A.1.c.6 was added. Section 1.2.A.2.c.6 was added. Section 1.3.13 was
11 added.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the
14 Contract
15 2. Division 1 —General Requirements
16 3. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill
17 4. Section 33 05 13—Frame,Cover and Grade Rings
18 5. Section 33 39 10—Cast-in-Place Concrete Manholes
19 6. Section 33 39 20—Precast Concrete Manholes
20 7. Section 33 12 20—Resilient Seated(Wedge) Gate Valve
21 8. Section 33 12 21 —AWWA Rubber-Seated Butterfly Valve
22 9. Section 33 04 11 —Corrosion Control Test Station
23 10. Section 33 04 12—Magnesium Anode Cathodic Protection System
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 1. Manhole—Minor Adjustment
27 a. Measurement
28 1) Measurement for this Item shall be per each adjustment using only grade
29 rings or other minor adjustment devices to a grade specified on the
30 Drawings.
31 b. Payment
32 1) The work performed and the materials furnished in accordance with this
33 Item will be paid for at the unit price bid per each"Manhole Adjustment,
34 Minor"completed.
35 c. The price bid shall include:
36 1) Pavement removal
37 2) Excavation
38 3) Hauling
39 4) Disposal of excess material
40 5) Grade rings or other adjustment device
i
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised November 19,2012
33 05 14-2
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 2 of 6
1 6) Reuse of the manhole frame and cover
2 7) Furnishing, placing and compaction of embedment and backfill
3 8) Clean-up
4 2. Manhole - Major Adjustment
5 a. Measurement
6 1) Measurement for this Item shall be per each adjustment requiring structural
7 modifications to manhole to a grade specified on the Drawings.
8 b. Payment
9 1) The work performed and the materials furnished in accordance with this
10 Item will be paid for at the unit price bid per each"Manhole Adjustment,
I l Major"completed.
12 c. The price bid shall include:
t 3 1) Pavement removal
14 2) Excavation
15 3) Hauling
16 4) Disposal of excess material
17 5) Structural modifications, grade rings or other adjustment device
18 6) New 30" Frame and cover
19 7) Furnishing, placing and compaction of embedment and backfill
20 8) Clean-up
21 3. Inlet
22 a. Measurement
23 1) Measurement for this Item shall be per each adjustment requiring structural
24 modifications to inlet to a grade specified on the Drawings.
25 b. Payment
26 1) The work performed and the materials furnished in accordance with this
27 Item will be paid for at the unit price bid per each"Inlet Adjustment"
28 completed.
29 c. The price bid shall include:
30 1) Pavement removal
31 2) Excavation
32 3) Hauling
33 4) Disposal of excess material
34 5) Structural modifications
35 6) Furnishing,placing and compaction of embedment and backfill
36 7) Clean-up
37 4. Valve Box
38 a. Measurement
39 1) Measurement for this Item shall be per each adjustment to a grade specified
40 on the Drawings.
41 b. Payment
42 1) The work performed and the materials furnished in accordance with this
43 Item will be paid for at the unit price bid per each"Valve Box Adjustment"
44 completed.
45 c. The price bid shall include:
46 1) Pavement removal
47 2) Excavation
48 3) Hauling
49 4) Disposal of excess material
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised November 19,2012
330514-3
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 3 of 6
5) Adjustment device
2 6) Furnishing, placing and compaction of embedment and backfill
3 7) Clean-up
4 5. Cathodic Protection Test Station
5 a. Measurement
6 1) Measurement for this Item shall be per each adjustment to a grade specified
7 on the Drawings.
8 b. Payment
9 1) The work performed and the materials furnished in accordance with this
10 Item will be paid for at the unit price bid per each"Cathodic Protection
11 Test Station Adjustment"completed.
12 c. The price bid shall include:
13 1) Pavement removal
14 2) Excavation
15 3) Hauling
16 4) Disposal of excess material
17 5) Adjustment device
18 6) Furnishing, placing and compaction of embedment and backfill
19 7) Clean-up
20 6. Fire Hydrant
21 a. Measurement
22 1) Measurement for this Item shall be per each adjustment requiring stem
23 extensions to meet a grade specified by the Drawings.
24 b. Payment
25 1) The work performed and the materials furnished in accordance with this
26 Item will be paid for at the unit price bid per each"Fire Hydrant Stem
27 Extension" completed.
28 c. The price bid shall include:
29 1) Pavement removal
30 2) Excavation
31 3) Hauling
32 4) Disposal of excess material
33 5) Adjustment materials
34 6) Furnishing,placing and compaction of embedment and backfill
35 7) Clean-up
36 7. Miscellaneous Structure
37 a. Measurement
38 1) Measurement for this Item shall be per each adjustment requiring structural
39 modifications to said structure to a grade specified on the Drawings.
40 b. Payment
41 1) The work performed and the materials furnished in accordance with this
42 Item will be paid for at the unit price bid per each"Miscellaneous Structure
43 Adjustment"completed.
44 c. The price bid shall include:
45 1) Pavement removal
46 2) Excavation
47 3) Hauling
48 4) Disposal of excess material
49 5) Structural modifications
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised November 19,2012
330514-4
ADJUSTING MANHOLES,NLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 4 of 6
l 6) Furnishing, placing and compaction of embedment and backfill
2 7) Clean-up
3 l.3 REFERENCES
4 A. Reference Standards
5 1. Reference standards cited in this Specification refer to the current reference
6 standard published at the time of the latest revision date logged at the end of this
7 Specification, unless a date is specifically cited.
8 2. Texas Commission on Environmental Quality(TCEQ):
9 a. Title 30,Part I,Chapter 217, Subchapter C, Rule 217.55 —Manholes and
10 Related Structures.
I B. Definitions
12 l. Minor Adjustment
13 a. Refers to a small elevation change performed on an existing manhole where the
14 existing frame and cover are reused.
15 2. Major Adjustment
16 a. Refers to a significant elevation change performed on an existing manhole
17 which requires structural modification or when a 24-inch ring is changed to a
18 30-inch ring.
19
20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
21 1.5 SUBMITTALS [NOT USED]
22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
23 1.7 CLOSEOUT SUBMITTALS [NOT USED]
24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
25 L9 QUALITY ASSURANCE [NOT USED]
26 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
27 1.11 FIELD [SITE] CONDITIONS [NOT USED]
28 1.12 WARRANTY [NOT USED]
29 PART 2- PRODUCTS
30 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
31 2.2 MATERIALS
32 A. Cast-in-Place Concrete
33 1. See Section 03 30 00.
34 B. Modifications to Existing Concrete Structures
35 1. See Section 03 80 00.
36 C. Grade Rings
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised November 19,2012
33 05 14-5
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 5 of 6
t 1. See Section 33 05 13.
2 D. Frame and Cover
3 1. See Section 33 05 13.
4 E. Backfill material
5 1. See Section 33 05 10.
6 F. Water valve box extension
7 1. See Section 33 12 20.
8 G. Corrosion Protection Test Station
9 1. See Section 33 04 11.
10 H. Cast-in-Place Concrete Manholes
11 1. See Section 33 39 10.
12 1. Precast Concrete Manholes
13 1. See Section 33 39 20.
14 2.3 ACCESSORIES [NOT USED]
15 2.4 SOURCE QUALITY CONTROL [NOT USED]
16 PART 3- EXECUTION
17 3.1 INSTALLERS [NOT USED]
18 3.2 EXAMINATION
19 A. Verification of Conditions
20 1. Examine existing structure to be adjusted, for damage or defects that may affect
21 grade adjustment.
22 a. Report issue to City for consideration before beginning adjustment.
23 3.3 PREPARATION
24 A. Grade Verification
25 1. On major adjustments confirm any grade change noted on Drawings is consistent
26 with field measurements.
27 a. If not, coordinate with City to verify final grade before beginning adjustment.
28 3.4 ADJUSTMENT
29 A. Manholes,Inlets, and Miscellaneous Structures
30 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with
31 30-inch frame and cover assembly per TCEQ requirement.
32 2. On manhole major adjustments, inlets and miscellaneous structures protect the
33 bottom using wood forms shaped to fit so that no debris blocks the invert or the
34 inlet or outlet piping in during adjustments.
35 a. Do not use any more than a 2-piece bottom.
36 3. Do not extend chimney portion of the manhole beyond 24 inches.
37 4. Use the least number of grade rings necessary to meet required grade.
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised November 19,2012
330514-6
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 6 of 6
I a. For example, if a 1-foot adjustment is required,use 2 6-inch rings, not 6 2-inch
2 rings.
3 B. Valve Boxes
4 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on
5 the Drawings.
6 C. Backfill and Grading
7 1. Backfill area of excavation surrounding each adjustment in accordance to Section
8 3305 10.
9 3.5 REPAIR/ RESTORATION [NOT USED]
10 3.6 RE-INSTALLATION (NOT USED]
11 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
12 3.8 SYSTEM STARTUP [NOT USED]
13 3.9 ADJUSTING [NOT USED]
14 3.10 CLEANING [NOT USED]
t5 3.11 CLOSEOUT ACTIVITIES (NOT USED]
16 3.12 PROTECTION [NOT USED]
17 3.13 MAINTENANCE [NOT USED]
18 3.14 ATTACHMENTS [NOT USED]
19 END OF SECTION
20
Revision Log
DATE NAME SUMMARY OF CHANGE
21
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised November 19,2012
APPENDIX
GC-4.01 Availability of Lands
• Refer to Final Plat and Project Layout Sheets(See construction plan sheets 0 1-02)
GC-4.02 Subsurface and Physical Conditions
• Geotechnical Engineering Report Project No. 09-1395
GC-4.04 Underground Facilities: None
GC-4.06 Hazardous Environmental Condition at Site: None
GC-6.06.1)Minority and Women Owned Business Enterprise Compliance
• MBE Good Faith Effort
• MBE Joint Venture
• MBE Prime Contractor Waiver Form
• MBE Special Instructions
• MBE Subcontractor-Supplier Utilization Form
GC-6.07 Wage Rates
• Council Action Approval
• Heavy&Highway Construction Prevailing Wage Rates 2008
• 2008 Prevailing Wage Rates Construction Industry
GC-6.09 Permits and Utilities: None
GC-6.24 Nondiscrimination: None
GR-01 60 00 Product Requirements: None
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
GC-4.01 Availability of Lands
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
ENGINEERS
GEOTECHNICAL ENGINEERING REPORT
PAVING IMPROVEMENTS TO ALTA VISTA ROAD
FORT WORTH, TEXAS
Prepared For:
TEAGUE NALL & PERKINS, INC.
1100 MACON STREET
FORT WORTH, TEXAS 76102
ATTN: MR. SCOTT A. GIBSON, P.E.
March 2009
PROJECT NO. 09-1395
S
5-� 7
N IN EI
March 16, 2009
,Ar. Scott A. Gibson, P.E.
Teague Nall & Perkins, Inc.
-1100 Macon Street
Fort Worth, Texas 76102
Re: GEOTECHNICAL ENGINEERING REPORT
PAVING IMPROVEMENTS TO ALTA VISTA ROAD
FORT WORTH, TEXAS
Dear Mr. Gibson:
Submitted herewith are the results of a geotechnical investigation conducted for the referenced project.
This investigation was performed in accordance with the scope outlined in our proposal No. 08-1605
dated November 26, 2008. Our proposal was authorized by Mr.Tom Rutledge of Teague Nall&Perkins,
Inc. on February 2, 2009.
Engineering analyses and recommendations are contained in the narrative section of the report. Results
of our field and laboratory investigation are submitted in detail in the Appendix section of the report.
We appreciate the opportunity to be of service to you on this project. Please contact us if you have any
questions or need any additional services.
Respectfully Submitted, �Lti� OF rhtl;,��I��aq
ST�r�ineers ��p ,,......;ky``Yl,,
' EL E A. GHANNOUR!3
81400<
Elie Albert Ghannoum, P.E. r/d/ /oNi;� �'~ cott M. Pettit, P.
Senior Engineer Vice President
Copies Submitted: 3
Geotechnical Engineering • Environmental Consulting • Construction Materials Testing
8908 Ambassador Row• Dallas, Texas 75247•Tel: 214-630-3800® Fax: 214-630-3898
'www.stlengineers.com
yW/WBE•DBE• HUB•HUBZone
, ENGINEERS
.GINEERS
' TABLE OFCONTENTS
K |NTR(JDUCT0N---------------------------------'------. 1
�
PURPOSES AND SCOPE OF STUDY..............................................................................
--'1
FIELD OPERATIONS AND LABORATORY TESTING.............................................................2
� GENERAL SITE CONDITIONS .................................................................................. ----2
ANALYSIS AND F(ECO&4K8ENO/\T/[�JG ---------------------------.4
RECOMMENDATIONS FOR THE PLACEMENT (}F CONTROLLED EARTH FILL ''---.S
o CONSTRUCTION OBSERVATIONS ................................................................. ....................1U
� REPORTCU]GURE 10
� -------------------------------------.
APPENDIX A
� Plate
BORING LOCATION PL/\N--------------------------------- A.
' LOGS OF BORING ......................................................—.................................................A.2-A.S
V KEY TO CLASSIFICATIONS AND SYMBOLS �7
V -----------------------'
UNIFIED SOIL CLASSIFICATION SYSTEM........................................ ................................ A.8
— SWELL TEST RESULTS----------------------------------. A.S
XLIME SERIES.............................................................................................. ........................ A.1O
APPENDIX
� Paoe
FIELDOPERATIONS...........................................................----------------' B-1
LABORATORYTESTING............ .............. .................................................. .......... ............ B-3
-
ENGINEERS
APPENDIX C
PAVEMENT DESIGN
SOLUBLE SULFATES TEST RESULTS
' ENG IN�������'J���%�«�
GEOTECHNICAL ENGINEERING REPORT
» PAVING IMPROVEMENTS TO ALTA VISTA ROAD
FORT WORTH, TEXAS
INTRODUCTION
VVe understand the proposed project vv//| oonaiatnfnepavingA}toViotaRnodhnnnNorthBmachGtroet
) approximately 1800 linear feet to the east and north. The pavement reconstruction will take place
�
generally north of Keller Elementary School, in Fort Worth, Texas. The general location and orientation
of the Alta Vista Road paving improvements is presented on Plate A.1, in Appendix A of the report.
This study was prepared in accordance with the City of Fort Worth Pavement Design Standards Manual
� (the manual). The pavement design was performed using the AASHTl] Guide for the Design of
Pavement Structures guidelines (current adiUon).
�
PURPOSES AND SCOPE OF STUDY
' The principal purposes of this investigation were to evaluate the general subsurface conditions at the site,
and to develop geoteohnico| veonnnnnondoUono for the design and construction of the new concrete
/ pavement. To accomplish its intended purposes, the study was conducted in the following phases: (1)drill
a total of five(5)borings to evaluate the soil conditions at the selected locations and to obtain soil samples;
| (2) conduct laboratory tests on selected samples recovered from the borings to establish the pertinent
engineering characteristics of the subgrade materials; and (3) perform engineering analyses, using field
� and laboratory data, to develop pavement design criteria.
;
- Project No.ny-1oos Page
ENGINEERS
FIELD OPERATIONS AND LABORATORY TESTING
Subsurface conditions were evaluated by advancing a total of five borings, drilled to a depth of about 10
feet below existing grade. The approximate locations of the borings are presented on Plate A.1 in
Appendix A of the report.
The borings were drilled on February 12 and February 14, 2009. Sample depths, descriptions of
soils/rock, and classifications (based on the Unified Soil Classification System) are presented on the
Logs of Borings, Plates A.2 through A.6. Keys to terms and symbols used on the logs are shown on
Plates A.7 and A.B.
Laboratory tests were performed on selected samples recovered from the borings to verify visual
classification and determine the pertinent engineering properties of the soils encountered. Unconsolidated-
Undrained (UU) triaxial shear tests were performed on selected clay samples to determine the strength of
the subgrade soils to be used in the estimation of the California Bearing Ratio (CBR). Classification and
strength test results are presented on the Logs of Borings.
Swell tests were performed on selected clay samples to evaluate the swell potential of the subgrade soils.
The samples were incrementally air dried prior to testing in order to bring their moisture contents to at or
below the Plastic Limit(PL) and to simulate swelling from a dry condition. Many of the soils sampled during
this study contained limestone fragments and/or sand which affected the test results. Swell test results are
presented on Plate A.9. Test results of the lime series on selected samples are shown on Plate A.10.
Descriptions of the procedures used in the field and laboratory phases of this study are presented in
Appendix B of this report.
GENERAL SITE CONDITIONS
Surface Conditions
The site consists of an existing street, which is currently paved with asphaltic concrete (AC) pavement.
The subsurface conditions at the site are presented in the following subsections.
Project No.094395 Page 2
Li IGMEERS
Geology
Generally, the site is located near the contact of the Grayson Marl, Fort Worth Limestone, and the
Denton Clay undivided formations. The near-surface soils outcroppings of this formation typically consist
of residual clay soils that exhibit low to high shrink-swell potential with variations in moisture content.
subsurface Soil Conditions
Descriptions of the various strata and their approximate depths and thicknesses are shown on the boring
logs. A brief summary of the stratigraphy encountered at the borings is given below.
In general, silty clay to clay soils with limestone fragments and sand seams occur below the asphaltic
concrete pavement surface and extend to depths ranging from 0.5 to 8 feet below existing ground
surface. At Boring B-4, the clay soils extended to the maximum depth explored of about 10 feet. Based
on the field pocket penetrometer readings conducted on retrieved samples, the clay compressive
strength ranged from 1.5 to +4.5 tons per square foot(tsf). Based on the above values, the clays are
considered stiff to hard in consistency. In addition UU triaxial shear tests were performed at selected
samples from the borings. The UU triaxial shear test results ranged from 1152 pounds per square foot
(psf)to 4608 psf. The moisture content of the clay soils ranged from 9 to 33 percent. The dry density of
these soils ranged from 90 to 117 pounds per cubic foot (pcf). The liquid limits and plasticity indices for
clay soils ranged from 22 to 78 and 6 to 52, respectively. Based on these indices,the clays are expected
to exhibit a low to high shrink-swell potential with variations in moisture content.
Light brown(tan)weathered limestone in general occurs below the clay soils. The weathered limestone
extends to the maximum depth explored of 10 feet. The weathered limestone was not encountered at
Boring B-4. Texas Cone Penetration tests indicated penetrations ranging from 0.5 to 4 inches for 100
blows of a 170-pound hammer freely falling 24 inches. Based on the above penetrations,the weathered
limestone is considered moderately hard in consistency.
Project No.09-1396 Page 3
,C, IL
ENGINEERS
Groundwater
Small amounts of shallow groundwater may occur in perched local aquifers near the surface in the
subject area, the interface between the clay and the weathered limestone, and groundwater may be
found as shallow as 5 feet. During our site investigation, groundwater was not encountered in the
borings. Groundwater and seasonal fluctuations in the groundwater level may occur due to variations in
rainfall. Future construction ,,uvities may alter the surface and subsurface drainage characteristics of
this site, It is H;ff (;urately predict the magnitude of subsurface water fluctuations that might
occur 1 short-term observations.
,ANALYSIS AND RECOMMENDATIONS
Pavement Design Recommendations
We ,inderstar,rt fh-,t Pnrtiand cement concrete (PCC) pavement is being considered for the street
::��"k-)dd earlier, our pavement design was performed using the AASHTO Guide for
U lavement Structures in accordance with the City of Fort Worth Pavement Design Standard
Manual.
'he design process, the swell potential of the subgrade soils was evaluated. Swell ratios
were G- ased upon the free swell test results, and the thicknesses of the potentially active clay
soil strata. The calculated swell ratios are tabulated on Plate A.9. One test taken in the street alignment
resulted in swell ratio greater than 1.0. Therefore, lime treatment of the subgrade soils will be required in
accordance with the requirements of the design manual.
Unconsolidated-undrained triaxial tests were performed on selected clay samples recovered, and shear
strength values from the tests were correlated with CBR and resilient modulus values as presented on
Plate B.1 of the manual. The CBR values were estimated to be approximately 0.62 times the undrained
shear strength (in psi) of the soils tested.
Based on that relationship, and using the average measured soil strength for the group of borings, an
estimated CBR value of about 6 was estimated for the natural subgrade.
Project No.09-1395 Page 4
Ko -r
° T c^� ^7�
GINEERS
U
A composite CBR value was estimated using e laboratory determined CBR value of2O for the |irna
� (reobedeubgrade(adjusted CBRof14). and a thickness ofS inch for the treated layer. The CBR with the
corresponding Resilient Modulus values are presented in the table below.
Street Natural Subgrade 8" Thick Lime
Name Stabilized Subgraide
Stabilized over Natural Soil
Subgrade
Estimated Estimated Estimated Estimated
Required? CBR Resilient Composite Resilient
Modulus CBR Modulus
Alta Vista (psi) 'Psi)
Road Yes T-6 6574 13 11144
Based on information provided by Teague Nall& Perkins, Inc., the City of Fort Worth has classified Alta
� Vista Road aaa Collector street. GTL has performed traffic analysis for Alta Vista Road using annual
Equivalent 18 kip Single Axle Load (E8AL8) of 100.000 in one direction. A25 year design life and o
� growth rate of 1.5 percent were used in our analysis as required in the manual. |n addition, and based
on your request, STL performed our analyses uning Loss of Support Factors (LS) of 1.0 and 2.0. for
� pavement section comparisons. A portion of the soils at the site are highly plastic and potentially
�
expansive. For active swelling soils AASHTO recommends the use of a LS value in the range of 2.0 to
IO. /t in our opinion that e LS Factor of2.O should be considered by the designer. Our design
^ assumptions and the results of our analyses for both LS factors are tabulated in the following sections.
� Pavement Design Recommendations
�
A rigid pavement design for Alta Vista Road was performed using 1993 AASHTO design equations and
� the DARVVin Pavement Design and Analysis System. The results are presented in Appendix Cofthis
report.
Project No.oe'1ooa Page
ENGINEERS
For the PCC pavement design, the following design inputs were used:
Pavement Type—Jointed Reinforced Concrete Pavement
18-kip ESALs over Initial Performance Period (25 years) — 3,051,500 (1.5 % Growth)
Initial Serviceability—4.5
Terminal Serviceability— 2.0
28-day Mean PCC Modulus of Rupture—650 psi
28-day mean elastic modulus of Slab—4,400,000 psi
Reliability Level—80%
Loss of Support 1.0 and 2.0
Overall Standard Deviation—0.35
Load Transfer Coefficient, J — 3.0
Overall Drainage Coefficient, Cd—0.7 (see note below)
Mean Effective k-value—estimated by the program based upon the input Resilient Modulus
Note: For PCC pavements constructed directly on clay subgrade or stabilized clay subgrade, the
quality of drainage was assumed to be"very poor", resulting in the overall drainage coefficient of
0.7 shown above.
Our recommended pavement sections using LS values of 1.0 and 2.0 are presented in the following
table:
Street Subgrade Loss of Support Required Thickness
Preparation Factor of,Jointed Reinforced
(LS) Concrete Pavement
(in)
Alta Vista Road 6" Lime Stabilized 1.0 9
6% lime 27 Ib./s. .
Alta Vista Road 6" Lime Stabilized 2.0 9.5
6% lime 27 Ib./s. .
For PCC pavement, concrete with a minimum 28 day compressive strength of 3,500 pounds per square
inch should be used. The coarse aggregate in the concrete should consist of crushed limestone rather
than rounded gravel.
We recommend lime stabilization of the subgrade on the indicated street using a minimum of 6 percent
lime, as shown, (by dry soil weight)to a depth of 6 inches(27 pounds per square yard). Lime stabilization
should be performed in accordance with Item STS 024 of the City of Fort Worth Pavement Specification.
Project No.09-1396 Page 6
ENGPPIEERS
The lime series test results are presented on Plate A.10 in Appendix A of the report.
Pavement Subgrade Preparation
All existing pavement, base, topsoil, vegetation, and any other unsuitable materials should be removed.
The pavement subgrade should be proofrolled with a fully loaded tandem axle dump truck (or similar
pneumatic-tire equipment). In areas to be cut, the proofroll should be performed after the final grade is
established. In areas to be filled, the proofroll should be performed prior to placement of engineered fill.
Areas of loose or soft subgrade encountered in the proofroll should be removed and replaced with
engineered fill, or moisture conditioned (dried or wetted, as needed) and compacted in place.
Grading and compaction of pavement subgrade should follow the procedures outlined in the section
entitled "Recommendations for the Placement of Controlled Earth Fill". The final grades must be such
that drainage is facilitated, and access of surface water to the subgrade materials is prevented.
Soluble Sulfates in Pavement Subgrade
From our experience, relatively high concentrations of soluble sulfates can be encountered randomly
throughout the Dallas-Fort Worth Metroplex. Soluble sulfates can react with lime or cement,water, and
clay minerals to create a new mineral called ettringite. Ettringite expands in volume upon formation,
which can create heaving in the chemically-treated portion of the pavement subgrade. This sulfate-
induced heave of the chemically-treated subgrade can manifest itself as slightly elevated and elongated
mounds (commonly called "gopher trails") or blocks of clay subgrade thrust up and over adjacent
subgrade. if present, soluble sulfates can occur in relatively small and randomly spaced locations.
Analytical testing was performed to aid in risk assessment of sulfate-induced heave occurring. Analytical
test results showing soluble sulfate concentrations greaterthan about 2,000 to 3,000 ppm are indicative of
elevated risk of heave occurring. The sulfate tests performed from samples recovered from this site ranged
from non-detectable(ND)to 255 ppm levels of soluble sulfates. ND test results do not necessarily indicate
heaving will not occur. This is because sulfate-laden zones in the subgrade may be missed in the sampling
process. Since the sulfate test results indicated soluble sulfate concentrations less than 1,000 ppm, the
risk of sulfate-induced heave at the site is considered low. A copy of the analytical test results is included in
Project No.09-1396 Page 7
(71
`z
ENGINEERS
Appendix C of this report.
General
Subsurface drains should be provided in areas where seasonal seepage may be objectionable. The
drains should consist of 6 inch diameter slotted drain pipe embedded in a free-draining gravel medium.
The gravel should be surrounded by a geo-textile filter fabric to prevent the intrusion of fines, and the
drains should be sloped down to drain to storm sewers or nearby drainage features. Subsurface
drainage system should comply with specifications outlined in Section STS-021 of the Fort Worth
Pavement Design Manual.
Every attempt should be made to limit the extreme wetting or drying of the subsurface soils because
swelling and shrinkage of these soils will result. Standard construction practices of providing good
surface water drainage should be used. A positive slope of the ground away from the pavement edges
should be provided (minimum 1 %). Also, ditches or swales should be provided to carry the run-off water
both during and after construction.
Root systems from trees and shrubs can draw a substantial amount of water from the clay soils at this
site, causing the clays to dry and shrink. This could cause settlement beneath grade-supported paving.
Newly planted trees and large bushes should be located a distance equal to at least one-half their
anticipated mature height away from the pavement edges.
Following pavement construction, routine pavement inspections should be performed. All observed
cracks and joints in the pavement should be sealed.
Project No.09-1395 Page a
i
' ENGINEERS
��� ` ��uu`�������.
/ RECOMMENDATIONS FOR THE PLACEMENT OF
CONTROLLED EARTH FILL
Fill and Bmckfi(UMatenials
« General site fill in the construction area should consist of on-site material approved by the Soils
Engineer. Imported fill should comply with specifications requirements descried in Appendix C of the
l Fort Worth Pavement Design Standard K8anue|, and should be approved by the Soils Engineer.
»
The fill material should be placed in level, uniform layers,which,when compacted, should have moisture
^ content and density conforming to the stipulations called for herein. Each layer should be thoroughly
mixed during spreading to provide uniformity of the layer. The fill thickness should not exceed 8-inch
i loose lifts.
» Prior to and in conjunction with the compacting operaUon, each layer should be brought to the proper
moisture content as determined bvA8TM O GSS. The clay aoUo should be moisture conditioned to
x moisture content atoptimum to percentage points above optimum.
»
After each layer has been properly placed, mixed and apnaad, it should be thoroughly compacted to
� between QG and 100 percent o[Standard Proctor Density as determined byASTK8 O 698.
� Density Tests
Field Density tests should be made by the Soils Engineer or his representative. Density tests should be
} taken in each layer of the compacted material below the disturbed surface. |f the materials fail tomeet
-
the density specified, the course should be reworked as necessary to obtain the specified compaction.
Project No.oo'/ons Page
ElGINEEIS
CONSTRUCTION OBSERVATIONS
In any geotechnical investigation, the design recommendations are based on a limited amount of
information about the subsurface conditions. In the analyses, the geotechnical engineer must assume
the subsurface conditions are similar to the conditions encountered in the borings. However, during
construction quite often anomalies in the subsurface conditions are revealed. Therefore, it is
recommended that a qualified firm be retained to observe earthwork and pavement construction and
perform materials evaluation and testing during the construction phase of the project. This enables the
geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated
conditions, to conduct additional tests if required and, when necessary, to recommend alternative
solutions to unanticipated conditions.
;'REPORT CLOSURE
The analyses, conclusions and recommendations contained in this report are based on site conditions as
they existed at the time of the field investigation and further on the assumption that the exploratory
borings are representative of the subsurface conditions throughout the sites; that is, the subsurface
conditions everywhere are not significantly different from those disclosed by the borings at the time they
were completed. If during construction, different subsurface conditions from those encountered in our
borings are observed, or appear to be present in excavations, we must be advised promptly so that we
can review these conditions and reconsider our recommendations where necessary. If there is a
substantial lapse of time between submission of this report and the start of the work at the site, if
conditions have changed due either to natural causes or to construction operations at or adjacent to the
site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly
informed and retained to review our report to determine the applicability of the conclusions and
recommendations, considering the changed conditions and/or time lapse.
Project No.09-1396 Page 10
This report has been prepared for the exclusive use of Teague Nall & Perkins, Inc. and their designated
agents for specific application to design of this project. We have used that degree of care and skill
ordinarily exercised under similar conditions by reputable members of our profession practicing in the same
or similar locality. No warranty, expressed or implied, is made or intended.
{
E
E
E
i
Project No.09-1395 Page 11
,a
.APPENDIX A
i
_�.
s i7 ice/, re Sn
B-2 8—* /
— 20
ALTA VI TA ROAD(
i t
IoI � KELLER ELEMENTARY SCHOOL ;
zl I I
, I
rl
I
Kam:
STUDY AREA BOUNDARY
F
200 0 100 200
SCALE: V=200'
PROJECT NO: 09-1395
1 PLAT A.1
• BORING LOCATION PLAN FILE NAME: 091395.dwg
DRAWN BY: NR DATE: 03-10-09
Ir
t' PAVING IMPROVEMENTS REVISED BY: RO DATE:
TO ALTA VISTA ROAD REVISED BY: DATE:
e 1 � 7 '( t i� FORT WORTH,TEXAS APPROVED BY: EG DATE: 03-10-09
i
Project No. Iloring No. 1'rnieet raving Improvements to Alta Vista Road
09-1395 3-1 1,;iV(";tiVLT 1ZS
Driller Ground Elevation Location Fort Worth,Texas
See Plate A.l
Completion Completion Water Observations
Depth t0.0' Date 2-12-09 Groundwater was not encountered during drilling or upon completion
Type of drilling.
:finger
a.U
Jtratum Description o o C a ° v
'C U .o LL C me o o ,r'.' '-C w y m ° C_
VI N '° •�
Eo. E U o 33 � > '°= n= axicm c°�v` "c
a ro W d ° n.� vE m E 19 o o 'c'N ro m c c
cn a U) M o: mm a(n J.J I1J (L C :2U 03: 2W 0:3i—
ASPHALT,4.5 inches I I 4.5+
CLAY,silty,stiff to hard,brown with limestone
Imgments(CL)
44 42 20 22 12 4.0
15 117 4.5+ 3600
—_�LIM 30 17 13 12 4.5+
ESTONE,weathered,moderately hard,light rows, 5
with occasional clay seams 100/4"
100/3.5'
BOTTOM OF BORING
10 100/3"
cn
0
u
io
L
Z
1
t,
P
O
'L
U
0
r LOG OF BORING NO. B-.I Platt' A,2
Project No. Boring No. Project Paving Improvements to Alta Vista Road
09-1395 3-2 h;NC1 VE'1 l2S
Driller Ground Elevation Location (Fort Worth,Texas
See Plate A.1
Completion Completion Water Observations
Depth 10 0r Dote 2-14-09 Groundwater was not encountered during drilling or upon completion
Type of drilling.
Auger
f-U. o
a.U o
(n H 0 9
Stratum Description ' N ZC � CL �rlCm
CcC� N iN _ @ O NcNc1 E Eg .5 a C M O 'C n W O O a to na o m m c c>, mm o U) a: m am. n -'--j a.---j n.5
o� x� »►—
CLAY,very stiff to hard,brown to light brown,with 69 52 21 31 20 97 2.0
roots,limestone fragments(CH)
49 20 29 12 106 3.5 4608
16 4.5+
LIMESTONE,weathered,moderately hard,light brown, 5 (� 9
with occasional clay seams D
7
hard below 9.5 Feet 10 100/0.5'
;2
to
0
7
W
O
2
C?
m
A
i Y
U
s
0 LOG OF BORING NO. B-Z Plate tA31
n
i
Project No. Boring No. Project Paving improvements to Alta Vista Road
09-1395 3-31..vclvcl?1Zs
Driller Ground Elevation Location fort Worth,'rexas �
See Plate YU i
Completion Completion Water Observations
Depth t0 o, Date 2-12-09 Groundwater was not encountered during drilling or upon completion
type of drilling.
Auger
F-a. o
73 F N
ll .a , c ' aStratum Description
n 3m N c a KE � nN � OnCQ� o
o E E o ONci nw d o m .�
c c
"� rn to in a.cn .JJ aJ FL 2c) 03 =tY » 1
ASPHALT,6 inches 32 14 18 13 4.5+
CLAY,stiff to hard,brown to dark brown,with limestone _
fragments(CH)
-sand seam at 1 foot _
•18 19 29 9 103 3.5 34
27 90 4.0 244s
05454 78 26 52 0 3.55 -- 29 2.5
LIiv1ESTONE,weathered,moderately hard,light brown,
8
with occasional clay seams
i
100/2"
BOTTOM OF BORING 10
i
I
I
0
o`
s
i
n
a
U
Y
N Lot; of BORING rro. B-3 Plate A.4
ti
Project No. Boring tlo. Project Paving improvements to Alta Vista Road ! _�
09-1395 -� 1.N(,l�Il,L125
Driller (;round Elevation Location Fort Worth,Texas
See Plate A.1
Completion Completion Water Observations
Depth IO Or Date 2-t2_09 Groundwater was not encountered during drilling or upon completion
Type of drilling,
,Auger
} 2 0
a
o v
�H a M
Stratum Description � v o a �� _a a � N lu a
E a ? m o m c m ua x
a. E crEm m uJ or m._ �v o
cn o U) it � tntn a(n :3� a� a.5 ZEca o� xX »�
ASPHALT,5 inches 10 ! 4.5+
CLAY,sandy,very stiff to hard,brown,with limestone _
fragments(CL)
j 28 33 15 18 12 107 2.5
firm at 3 feet 22 16 6 15 112 3.0 1296
CLAY,very stiff,brown to light brown,with limestone 53 20 33 19 2.5
fragments(CH)
5 �' ZO 2.75
22 2.5
22 3.0
15 3.5
130TTOM OF BORING 10
�n
a
w
0
z
2
s
0
LOG OF BORING NO. 13-4 Plate A.5
Project No. flaring No. Project Paving Improvements to Aita Vkta Road `l T L--
09-1395 3-5 V,,NG,INI.EIZS
Driller Ground Elevation Location Fort North,Texas
See Plate A.1
Completion Completion Water Observations
Depth 10 Q, Date 2.12-09 groundwater was not encountered during drilling or upon completion
Type of drilling.
Anger
0
a..U N a
ur F- O
Stratum Description ' z
�._' mo
a tj ,?
T v m w CQ7 3 ° � � — u�i= inw !n � _."t c m °uv`
19
o U) tr Q> min Cain .JJ a� a� 2 _Cif »t
CLAY,silty,stiff to hard,brown,with roots,limestone
16 2.S
fragments(CL)
`s
3.0
17 38 17 21 25 95 1.5+ 115z
IN 16 1.5
h
3.5 s
1-- 36 18 18 18 4,0
3.S
33 t.5+
LIMESTONE,weathered,moderately hard, light brown,
with occasional clay seams
BOTTOM OF BORING
10 00/2.75'
I
I
I
I
.a
L
Y
i
c2'
0
t
U
O
;n' LOG OF BORING NO. B-5 Plate A.6
SOIL OR ,'ROCK TYPES
Lt.
GRAVEL LEAN CLAY LIMESTONE
a -,SAND SANDY SHALE
SILT SILTY SANDSTONE
HIGHLY CLAYEY CONGLOMERATE Shelby Split Rock Cone No
PLASTIC CLAY Tube Spoon Core Pen Recovery
TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL
Fine Grained Soils (More than 50%Passing No.200 Sieve)
Descriptive Item Penetrometer Reading, (tsf)
Soft 0.0 to 0.5
Firm 0.5 to 1.0
Stiff 1.0 to 2.0
Very Stiff 2.0 to 4.0
Hard 4.0+
Coarse Grained Soils (More than 50%Retained on No.200 Sieve)
Penetration Resistance Descriptive Item Relative Density
(blows/foot)
0 to 4 Very Loose 0 to 20%
4 to 10 Loose 20 to 40%
10 to 30 Medium Dense 40 to 70%
30 to 50 Dense 70 to 90%
Over 50 Very Dense 90 to 100%
Soil Structure
Calcareous Contains appreciable deposits of calcium carbonate; generally nodular
Slickensided Having inclined planes of weakness that are slick and glossy in appearance
Laminated Composed of thin layers of varying color or texture
Fissured Containing cracks, sometimes filled with fine sand or silt
Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions
TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK
Hardness and Degree of Cementation
Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils
Soft Can be scratched with fingernail
Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail
Hard Difficult to scratch with knife
Very Hard Cannot be scratched with knife
Poorly Cemented or Friable Easily crumbled
Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite,
and iron oxide are common cementing materials.
Degree of Weathering
Unweathered Rock in its natural state before being exposed to atmospheric agents
Slightly Weathered Noted predominantly by color change with no disintegrated zones
Weathered Complete color change with zones of slightly decomposed rock
Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil
KEY TO CLASSIFICATION AND SYMBOLS PLATE A.7
Major Divisions tyre'
"3Typical Names
M. 1boratory Classification Criteria
i
3 Well-graded gravels, gravel 12
-
o �y GW sand mixtures, little or no " �70- lu'0h
> t� -- greater than a: c�_-- between t and 3
.'n c6 O fines ; Dt0 Dw X Dro t
c me n CU 'n
o
) Poorly graded gravels, gravel E !
u N to
n m U -2— GP sand mixtures, little or no U) rn to Not meeting all gradation requirements for GW
u � � v fines uU �u
> > S u (D (.7 mn 1
u L°
v o' Siltyravels, ravel-sand-silt N c� �? .0 Liquid and Plastic limits
N �- z GM g g Liquid and plastic limits
E or below'A"line or P.I.
d L L Y m N mixtures Z m greater Than 4 Plotting in hatched zon-
-' v 3 U °—�,' n between 4 and 7 are
m 0 `u o M borderline cases
a) U) ° Li Liquid and Plastic limits i
N `o > a GC Clayey gravels, gravel-sand- .N N " q requiring use of dual
o) 2E 0 Qa clay mixtures o 0 ; c above "A" line with P.I. symbols
ro m greater than 7
E � 3
O) - O N O—
N D N Well-graded sands, gravelly m D,0 (D,a)�
c9 m E 4c—. SW sands, little or no fines > E Cu=—greater than 6: Ce= between t and 3
O E to m o N C Dto Oto x Dao
U o u) c O
N C O
Poorly graded sands; ro
m J SP gravelly sands, little or no v Not meeting all gradation requirements for SW
t to N tj fines U)
`ca .N `m a .s c o `o a C,4 1=
tD d' O to a) LO `
y - o �, c m ro (v Liquid and Plastic limits
o O Z a) Silty sands, sand-silt m CL
E ro 2 w E SM mixtures ti u (D below"A"line or P.I. less Liquid and plastic limits
c r� T a o o "00 than 4 plotting between 4 and 7
CU
N .� o —, a `n are borderline cases
Liquid and Plastic limits requiring use of dual
m m Clayey sands, sand-clay 'E :6 above"A"line with P.I. Y
s � a Sc - c w symbols
Ca. mixtures y a) to
a) a) o greater than 7
� 0 U
Inorganic silts and very fine
sands, rock flour, silty or
to ML clayey fine sands, or clayey
v silts with slight plasticity
a�
> u N Inorganic clays of low to so
medium plasticity, gravelly
o _ CL clays, sandy clays, silty clays,
N _ SO
n and lean clays
0
Z CH
c° d OL Organic silts and organic silty a
u, L clays of low plasticity x
o m as
E 30
o Inorganic silts, micaceous or .N
U) MH diatomaceous fine sandy or to
m silty soils,elastic silts a ' OH a d MH
c a) n 20 d�
to ro `
E u
m cL
CH Inorganic clays of high
m c° �) plasticity, fat clays
y` CL IUIL;{ :' MIL a id OL
a Organic clays of medium to 0
0 d OH high plasticity, organic silts 0 10 20 30 ao so 60 70 so go too
Liquid Limit
a) Q,'o Pt Peat and other highly organic Plasticity Chart
= O to soils
jUNIFIED SOIL CLASSIFICATION SYSTEM PLATE A 8
SWELL TEST RESULTS
PAVING IMPROVEMENTS TO ALTA VISTA ROAD
FORT WORTH, TEXAS
STL PROJECT No. 09-1393
Baring Sample Depth Liquid Plastic Plasticity Initial Final Load Swell Swell
(ft) Limit Limit Index 'MC JAc (psf) (%) Ratio
2-3 1.2 0.7
B-1 S-2 42 20 22 12 20 312
B-2 S-1 0-2 52 21 31 20 26 125 1.5 0.9
B-3 S-2 2-3 48 '19 29 9 22 312 1.8 1.3
B-4 S-2 2-3 33 15 18 12 18 312 0.3 0.4
B-5 S-2 2-3 38 17 21 17 24 312 0.1 0.1T
Plate A.9
LIME SERIES TEST RESULTS
GEOTECHNICAL INVESTIGATION
PAVING IMPROVEMENTS TO ALTA VISTA ROAD
FORT WORTH, TEXAS
STL PROJECT No. 09-1396
Boring No. Depth Description Percent Liquid Plastic Plasticity
(tt) Lime % Limit LL Limit (PL) Index (PI)
B-3 0-2 Clay, sandy, 0 32 15 17
brown to 3 33 22 11
dark brown 6 31 25 6
9 32 29 3
B-4 3-4 Clay, sandy, 0 22 16 6
brown 3 22 19 3
6 23 21 2
9 23 21 2
Plate A.10
;iNGINEERS
E1 G I TE ERS
MELD OPERATIONS
Subsurface conditions were defined by five borings drilled within existing paved areas to be
reconstructed. The borings were advanced between sample intervals using continuous flight auger
drilling procedures. The results of each boring are shown graphically on the Logs of Boring, Plates
A.2 through A.6. Sample depths, descriptions, and soil classifications based on the Unified Soil
Classification System are shown on the Logs of Boring. Keys to the symbols and terms used on the
Logs of Boring are presented on Plates A.7 and A.B. Groundwater observations during and after
completion of the borings are shown on the boring logs. Upon completion of the borings, the
boreholes were backfilled from the top and the pavement was patched at the surface.
Relatively undisturbed samples of cohesive soils were obtained with Shelby tube samplers in general
accordance with ASTM D-1587 at the locations shown on the Logs of Boring. The Shelby tube
sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped
with a ball valve threaded for rod connection. The tube is pushed into the undisturbed soils by the
hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field,
logged, tested for consistency with a hand penetrometer, sealed, and packaged to maintain "in situ"
moisture content.
The consistency of cohesive soil samples was evaluated in the field using a calibrated hand
penetrometer. In this test a 0.25-inch diameter piston is pushed into the undisturbed sample at a
constant rate to a depth of 0.25-inch. The results of these tests are tabulated at respective sample
depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as
4.5+ tons per square foot.
The limestone encountered was evaluated using the Texas Cone Penetration test at selected
locations. Texas Department of Transportation(TxDOT)Test Method Tex-132-E specifies driving a 3-
inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds
of energy for each blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the
number of blows required for each 6-inch penetration is tabulated at respected test depths, as blows
per 6 inches on the log. In hard materials(rock and rock-like), the penetrometer cone is driven with the
B-1
ENGINEERS
- resulting penetrations, in inches, recorded for the first and second 50 blows,a total of 100 blows. The
penetration for the total 100 blows is recorded at the respective testing depths on the boring logs.
0
--
� 8-2
ENGINEERS
LABORATORY TESTING
General
Laboratory tests were performed to define pertinent engineering characteristics of the soils
encountered. The laboratory tests included moisture content, percent passing a #200 sieve;
Atterberg limits determination, swell tests, u nconsolid ated-und rained(UU)triaxial compression tests,
lime series, soluble sulfate content, and visual classification.
Classification Tests
Classifications of soils were verified by natural moisture content;Atterberg limits determinations, and
percent passing a #200 sieve. These tests were performed in general accordance with the
American Society for Testing and Materials (ASTM) Procedures. The Atterberg limits, percent
passing #200 sieve, and natural moisture content determinations are presented at the respective
sample depths on the Logs of Boring.
Unconsolidated-Undrained (UU)Triaxial Tests -Soil
UU tests were performed on selected samples of cohesive soils. In the UU test,a cylindrical specimen
is subjected to axial load and confining fluid pressure at a constant rate of strain until failure occurs.
The applied confining pressure was equivalent to approximately the existing overburden pressure on
the samples. Test procedures were in general accordance with ASTM D 2850. Strengths determined
by this test are tabulated at their respective sample depths on the logs of borings. Results of natural
moisture content and dry unit weight determinations are also tabulated at the respective sample depths
on the logs.
Free Swell Tests
Selected samples of the near-surface cohesive soils were subjected to free swell tests. In the free
swell test, a sample is placed in a consolidometer and subjected to the estimated overburden
pressure. The sample is then inundated with water and allowed to swell. Moisture contents are
determined both before and after completion of the test. Test results are recorded as the percent
swell, with initial and final moisture content. The results are shown on Plate A.9.
B-3
GINEERS
EN U Lime Series Tests
" A lime series on selected samples of the near-surface cohesive soils were performed. The lime was
added to the soil aomnp)ea at3Y6. 6% and 9% by dry weight. Test results of the lime series on
U
� selected samples are shown on Plate A.1O.
X
� 8-4
< 1
EINGIPTEE S
1993 AASHTO Pavement Design
DARWin Pavement Design and Analysis System
A Proprietary A-ASHTOWare
Computer Software Product
STL Engineers
3908 Ambassador Row
Dallas,Texas
USA
Rigid Structural Design Module
Paving Improvements To Alta Vista Road,Fort Worth,Texas
Rigid Structural Design
Pavement Type JPCP
18-kip ESALs Over Initial Performance Period 3,051,500
Initial Serviceability 4.5
Terminal Serviceability 2
28-day Mean PCC Modulus of Rupture 650 psi
28-day Mean-Elastic Modulus of Slab 4,400,000 psi
Mean Effective k-value 49 psi/in
Reliability Level 80%
Overall Standard Deviation 0.35
Load Transfer Coefficient,J 3
Overall Drainage Coefficient,Cd 0.7
Calculated Design Thickness 9.44 in
Page I
1993 AASHTO Pavement Design
DARWin Pavement Design and Analysis System
A Proprietary AASHTOWare
Computer Software Product
STL Engineers
3908 Ambassador Row
Dallas,Texas
USA
Rigid Structural Design Module
Paving Improvements To Alta Vista Road,Fort Worth,Texas
Rigid Structural (Design
Pavement Type (PCP
13-kip ESALs Over Initial Performance Period 3,051,500
Initial Serviceability 4.5
Terminal Serviceability 2
23-day Mean PCC Modulus of Rupture 650 psi
23-day Mean Elastic Modulus of Slab 4,400,000 psi
Mean Effective k-value 170 psi/in
Reliability Level 30%
Overall Standard Deviation 0.35
Load Transfer Coefficient,J 3
Overall Drainage Coefficient,Cd 0.7
Calculated Design Thickness 3.95 in
Page I
'V X '75663
11hunc t FAN 903i9114-591 1 e-Mail curlYti;unff-lah.cnm i:EI�kll.accredited NOMIOU
Report Date: l rinted:
111E COMPLETE SERVICE LAB'S Results 02/27/2009 03/02/2009 Page 1 Of 5
.I cco:utt Project
Jason Allen
STL Engineers
3908 Ambassador Row,Suite 300
Dallas,TX 75247-
Results
Accredited Parameter Results Units RL Flags CAS Bolde
078080 09-1395 B-1 8-1.5-2 Received: 02/24/2009
Soil Callected by: B Marrinez Affiliation: STL Engineers 02/23/2009 02:00
SM 2540 G,20th Ed. Analyzed: MLC 0212412009 1451 QCgroup 30841J
;IN Total Solids 87.2 % 0.1 01
Tex-145-E Annl1¢ed: RED 0212412009 1130 QCgroup 308743
Sulfate by Turbidity ND• me/kg 229 01
•Dry Weight Basis
���a�r•rs-emsratc?zscmormaa�-�urc�xsaza-vsm r.:_n:>irc•.rc::uyta�n.s�,e_snrs�sraarf��._.•ro.�a:�.,. a Irv=e.aras:s=a�..azmxss�-.�:z^i�a�w�sxr.�-vsmra
078082 09-1395 B-2 S-1 0-2 Received: 02/24/2009
Soil Collected by: B Martinez Ajlillolian: STL Engineers 02/23/2009 02:00
SM 2540 G,20th Ed. Anolyzed., AAC 02/2412609 1453 QCgroup 308413
AN Total Solids 88.3 % 0.1 01
Tex-145-E Analyzed: RED 02/24/2009 1230 QCgroup 303743
Sulfate by Turbidity ND• mg/kg 227 01
'Dry Weight Basis
c,:.�rcu�.r�acr_m.�sr.,,-��,rc:r _.._��xsm-��r+:z>-�r.�ar:�s-�—._sr�.arvz..*�rrr--^csrm.—?,-.z,-m�as^<r�.reurs-ir,rr.-��c_x.—._r✓,anurr�rsr,.r.—ru ravr_Ea+s.cn--r
078083 09-1395 B-3 8-1 0-2 Received: 02/24/2009
Soil Collected by: B Martinez Affiliation: STL Engineers 02/23/2009 02.00
SM 2540 G,20th Ed. Anolyzed: h1LC 02124/2009 1453 QCgroup 308413
AN Total Solids 86.7 % 0.1 01
Tex-145-E .Analyzed: RED 0212412009 1230 QCgrmrp 308743
Sulfate by Turbidity ND• mg/kg 231 01
Dry Weight Basis
.�','��42RYt.-. _. ... ...i _�a•.'T"JIr.TD`L-S.'2i:YZ2F.�R�..�t'1.g14..i�'C.nP3"P_--.R'�'3.'!::N_�._:i�.-Eli%_iNi�'SISLr]-L`-'.mil'-C`-cQII e � w. .. _.n _-_. .A'R.^1-In!Lt
073084 09-1395 B-4 S-1 0-2 Received.• 02/24/2009
Soil Collected by. B Martinez 'IT1liolimr: STL Engineers 02/23/2009 02:00
SM 2540 G,20th Ed. Analyzed: MLC 02124'2009 1453 QCgroup 308411
4N Total Solids 90.3 % 0.1 o1
CU'l—an Shipping: 7.600 Dudley Rd. Kilgore. 1:\ 75661 Nnrth Trios 14,giun:164) C.Larn—Uiv,l n 116.trli.gtan"I•\ 76011
ACCRE�iTEo t �� t
ISO-17025#0637-01 NELAP-accredited#T104704201-08-TX 2007 Seal of Excellence
LDSCllenty/.0.1.217 n'l""n1111-1ah.C11111 ForrnrptPROJRESCreated 10113120044.2
i
"'H!,ore. TN. 1:7,663
Alla-Lub oro. L .0. �;Iox
A= I'l....10.903/9114-0i�J FAX 9113/9114-S9 1 1 e- I:I i I e(1 1111-1 ith.(-I I I I I I i I ed ;it 1"003
Report Date: Printed:
EA P
02/27/2009 03/0212009 Page 2 ol*5
THE GCMPLETE SERVICE LAB'w Results
Jccnant Project
JTLA-N Z 2 9 3
Jason Allen
STL Engineers
3908 Ambassador Row,Suite 300
Dallas,TX 75247-
Results
A t-credited Parameter Results limits RL Flags CAS Bonle
073094 09-1395 B-4 S-1 0-2 Received: 02/24/2009
Sail Collected by: B Martinez Affiliation: STL Engineers 02/23/2009 02:00
Tex-145-9 Analyzed: RED 0212412009 12-10 QCg-UP J08743
Z Sulfate by Turbidity ingikli 221 01
•Dry Weight Basis
a--,—
078085 09-1395 11-5 S-1 0-2 Received: 02/24/2009
Soil Collected by: B Martinez Affiliation: STL Engineers 02/23/2009 02:00
SM 2540 G,20th Ed. Anniy.-ed.' A4LC 02124/2009 1642 QCgroup 308449
AN Total Solids as % 0.1 01
Tex-145-E Analyzed: RED 0212412U09 12JO QCgroup 308743
Sulfate by Turbidity No mg/kg 235 01
Dry Weight Basis
Sample Preparation
078080 09-1395 B-1 S-1 .5-2 Received: 02/24/2009
Analyzed: KAT 02124.12009
Battle Temperature on Receipt 2 degrees 01
Calculation Anal)-ed., CAL 0212612009 14:11
As Received to Dry Weight Basis Calculated
073082 09-1395 H-2 S-1 0-2 Received.- 02/24/2009
Analyzed: KAT 0212412009
Bottle Temperature on Receipt 3 degrees 01
Calculation :Iraq, CAL 0212612009 14:11
C.q'orule Shipping: 11,00 Dudley Rd. HAQU,e. 17{ 15662 ';'Jrfl' 1'e-Nas Region:1601 E.Lainar 81%-d i( 116 Arlington TX 76011
hura'a
M E M
ISO-17025#0637-01 NELAP-accredited#T104704201-08-TX 2007 Seal of Excellence
LDSClienti-1.0.1.217 www.RuJI-1 a h.coin F-orm rpiPROJRES Created 10/1312004 vL2
A11,1-1—to Corp. 0,10. Box 9000 Kilgore, '-'( 75663
AI'llone 903MN4-05'i I FAX 903ilm,,-�91.1 v-.Nlail I.El-V-accredited P02008 U P:;*�7
Report Date: Printed:
02/27/2009 03102/2009 Page 3 of 5
THE COMPLETE SERVICE LA8�!IiW Results
Account Project
STLA-N
'32293
Jason Allen
STL Engineers
3908 Ambassador Row,Suite 300
Dallas,TX 75247-
Sample Preparation
078082 09-1395 B-2 S-1 0-2 Received: 02/24/2009
Calculation
bialyzed., CAL 0212612009 14:11
As Received to Dry Weight Basis Calculated
078093 09-1395 B-3 S-1 0-2 Received. 02/24/2009
Anal-wed.. K.4r 0212412009
Bottle Temperature on Receipt 2 degrees
01
Calculation Analysed: CAL 0212612009 14:11
As Received to Dry Weight Basis Calculated
078084 09-1395 B-4 S-1 0-2 Received.- 02/24/2009
KAT 0212412069
Battle Temperature an Receipt <1 degrees 01
Calculation Analyzed: CAL 0212612009 14:11
As Received to Dry Weight Basis Calculated
073085 09-1395 B-5 S-1 0-2 Received.- 02/24/2009
Analyzed: KAT 0212112009
Battle Temperature on Receipt ll degrees 01
Calculation Analyzed: CAL 0212612009 14:11
As Received to Dry Weight Basis Calculated
C-rpu,ule Shipping: iGOU DtjdI.y IN. KjIg.rL. 1-.X 75661
11,giun: IOUI E.Lamar Uhd -i 116ArlinI;ton 1*-% 76011
M E M 8 r= R
ACCREDITED TO Na
ISO-17025#0637-01 NELAP-accredited/IT]04704201-08-TX
2007 Seal of Excellence
LDSCIlent v1.0.1.217 Form rptPI?OJRES Created 1011312004v1.2
11;e-1 a+IJ R ura), r',13. 3a c 1000 C:aluore, '.i'X J€rti3
111lnnc 9031984-0551 FAN 903/984-591-1 e-Mail turpia ana-lah.<nm I.P;L.:\1'-accndilcd 10Z008
J( � •LLr ie orl Date: Printed:
cc�` t �sults P
r1E COMPLETE SERVICE LAB. 02/27/2009 03J02/2009 Page 4 of 5
r
Icconnt Project
vi;t�l SE4; i�r1 Lt` —�tl 110 p✓93
Jason Allen
STL Engineers -
3908 Ambassador Row,Suite 300
Dallas,TX 75247-
Qualifiers:
J -Analyte detected below quantitation limit
l3-Analyte detected in the associated method blank
C-Confirmed value
Z-Drying oven slightly exceeded recommended settings
D-Duplicate RPD was higher than expected
E-Estimated Value
.v1-High eql resulting from matrix inteference.
! -Lab NJ DL>Target
F-Not read within test method specified time frame
A -pH adjusted to<2 prior to analysis
I 1-Sample started outside recommended holding time
P-Spike recovery outside control limits due to possible matrix
X-Standard reads higher than desired.
S-Standard reads lower than desired
T-Too Numerous To Count
U-Unsuitable for analysis
1
We report results on an'As Received'or%vet basis unless marked'Dry Weight'. Unless otherwise noted,testing was performed at Ana-lab's
corporate laboratory that holds the following Federal and Slate certificates: Texas Department of Health Lead Firm Certificate 2110076,
EPA National Lead Laboratory Accreditation Program#637.01,US Consumer Product Safety Commission 41095,US Department of
Agriculture Soil Import Permit S-37592, Texas Commission on Environmental Quality Drinking Water Laboratory Certificate TX219,
Texas Commission on Environmental Quality NELAP Tl 04704201-06-TX,Oklahoma Department of Environmental Quality Drinking
Water Certification Lab ID/1 D9913,EPA Lab Number TX00063,USEPA Approved Perchlorate Testing Lab,USEPA UCMR2 Approved
Lab,Oklahoma Department of Environmental Quality Laboratory Certificate 8125,Arkansas Department of Environmental Quality
Certification#03-070-0,Louisiana Department of Environmental Quality Laboratory Certification(NELAP,LELAP)#02008, Louisiana
Department of Health and Hospitals Drinking Water(NELAP)#LA030020, US Department of Energy Approved, State of Kansas
Department of Health and Environment Waste Water and Solid/Hazardous Waste Cert.E-10365,Alabama Department of Environmental
Management Drinking Water#41540. Ana-Lab is also accredited to the international ISO-17025 standard by the American Association for
Laboratory Accreditation(A2LA Certificate#0637-01). The Accredited column designates accreditation by U--UCMR2(EPA),A--
A2LA,N--NELAC,or z—not covered under one of these scopes of accreditation.
These analytical results relate to the sample tested. This report may NOT be reproduced EXCEPT in FULL without written approval of
Ana-Lab Corp. Unless otherwise specified,these test results meet the requirements of NELAC.
RL is the Reporting Limit(sample specific quantitation limit)and is at or above the Method Detection Limit(MDL).CAS is Chemical
Abstract Service number.
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Account Project
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Jason Allen
STL Engineers
3908 Ambassador Row,Suite 300
Dallas,TX 75247-
C.H.Whiteside,Ph.D.,President
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GC-4.04 Underground Facilities
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CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
GC-4.06 Hazardous Environmental Condition at Site
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CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
GC-6.06.1) Minority and Women Owned Business
Enterprise Compliance
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CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS City Project No.00562
Revised July 1,2011
ATTACHMENT IA
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
MNVlDBE X NON-M!W/DBE
PROJECT NAME:
BID DATE
Alta Vista Road January 10,2013
City's MBE Project Goal: Prime's MBE Project Utilization: PROJECT NUMBER
00562
10% 14.78%
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the 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
bid being considered non-responsive to bid specifications
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant, Dallas. Denton,Johnson, Parker,and Wise counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1 st tier, a payment by a subcontractor to
its supplier is considered 2nd tier
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located within the Marketplace, 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.
RAT WORTH ATTACHMENT
Page 2 off 5 5
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MNVBEs.
MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the firm's SBE certification if they have not previously registered with the City's MNVBE Office,which may be contacted for
verification. Please note that ly certified MBEs will be counted to meet an MBE Qoal.
Certification N Detail Detail
(check one) o Subcontracting Work Supplies Purchased Dollar Amount
SUBCONTRACTOR/SUPPLIER T n
Company Name i M — 1 1— 1 3 PU2:
Address e M w S w
Telephone/Fax r 6 B B B
E E E E
Atco Construction, Inc. 1 X Haul HMAC to $67,180
119 Conona Ct project &
Fort Worth, TX 76108 Excavated debris
817-448-8007 off
817-448-8256
Klutz Construction 1 X Inlets & $72,701
PO Box 100263 Retaining Walls
Fort Worth, Texas 76185
817-921-0990
J-R Transport 1 X Haul raw $3,787
721 111 th St, material to plant
Arlington, TX 76011 site
817-635-0600
Green Scaping 1 X Landscaping $13,472
2401 Handley Ederville
Fort Worth, Texas 76118
817-577-9299
817-577-9331
US Lime 1 X Lime Supplier $17,415
P.O. Box 851
Cleburne, Texas 76033
817-641-4433
817-556-0905
Southern Asphalt 1 X Liquid Asphalt $7,887
3632 Lawnwood Street
Fort Worth, TX 76111
A7TACHMENT1A
FORT WORTH Page 3 of 5
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 identified as an SBE,please attach a
copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office,which may be contacted for
verification. Please note that ly certified MBEs will be counted to meet an MBE goal.
Certification N Detail Detail
(check one) o Subcontracting Work Supplies Purchased Dollar Amount
SUBCONTRACTOR/SUPPLIER T n
Company Name i
Address e M W S M
W
Telephone/Fax r B B B
B
E E E
E
TXI 1 X Aggregate for $2,420
1341 Mockingbird Ln HMAC
Dallas, Texas 75247
972-647-3852
972-647-3785
PC Contractors LLC 1 X Draianage, Water $134,047
PO Box 470930 & Sewer
Fort Worth, Texas 76147
817-343-4792
817-887-2225
Crossroads LP 1 X Barricades, $33,273
5012 David Strickland Striping &
Fort Worth, Texas 76119 Signage
817-634-0044
817-634-0048
Independent Utility 1 X Lighting $61,994
5109 Sun Valley
Fort Worth, Texas 76119
817-478-4444
Reeder Distributors, Inc 1 X Fuel $22,787
5450 Wilbarger St.
Fort Worth, Texas
76119
ATTACHMENT IA
Page 4 of 6
Total Dollar Amount of MBE Subcontractors/Suppliers $157,140
Total Dollar Amount of Non-MBE Subcontractors/Suppliers $27%823
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $4369963
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o
Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in
debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed
explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail
explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including MBE(s)
and any special arrangements submitted with MBEs. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the transmission
of irate v`ieViiv With n%yne1a nrinrinalc �r„arc amninva,ac onri nnnlirahiP Qiihnontractors/sunnliers narticipating
p..... p ...., ., ..r..,�-.... r11_..__�._ -�� - --
on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized
officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three (3) years and for
initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this
ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror
and debarment from participating in City work for a period of time not less than one (1) year.
_ James G Humphrey
AuftibAzed Signature Printed signature
Senior Vice President
Title Contact Namelritle(if different)
JLB Contracting,LLC 817-261-2991
Company Name Telephone and/or Fax
Po Box 24131
Address E-mail Address
Fort Worth,Texas January 17,2013
City/state/Zip Date
GC-6.07 Wage Rates
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C ITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
S City Project No.00562
Revised July I.2011
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 718/2008
DATE: Tuesday, July 08, 2008
LOG NAME: 30WAGE RATES REFERENCE NO.: **G-16190
_UBLIE.CT:
Adopt 2008 Prevailing Wage Rates for City-Awarded Public-Works Projects
RECOMMENDATION:
It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City-awarded
public works projects.
DISCUSSION:
Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works
shall determine the general prevailing rate of per them wages for each craft or type of worker needed to
execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in
that locality.
Each year The Quoin Chapter of the Associated General Contractors, In conjunction with the Association of
Builders and Contractors (ABC) and the American Sub-Contractors Association (ASA), conducts a wage
rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from
that survey.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that this action will have no material effect on City funds.
TO Fund/Account/Centers FROM Fund/Account/Centers
Submitted for City Manager's Office IJ� Fernando Costa (8476)
0rlg1RatincL_QQpartment Head: A. Douglas Rademaker (6157)
Additional Information Contact: Eric Bundy (7598)
IIEAVY .& HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES 2008
Air Tool Operator $10.06
I Asphalt Distributor Operator $13.99
Asphalt Paving Machine Operator $12.78
Asphalt Raker $11.01
Asphalt Shoveler $ 8.80
Batching Plant Weigher $14.15
Broom or Sweeper Operator $ 9.88
Bulldozer Operator $13.22
Cm enter $12.80
Concrete Finisher, Paving $12.85
Concrete Finisher,Structures :S13.27
Concrete Paving Curbing Machine Operator $12.00
Concrete Paving Finishing Machine Operator $13.63
Concrete Paving Joint Sealer Operator $12.50
Concrete paving Saw Operator $13.56
Concrete Paving Spreader Operator $l 4,50
Concrete Rubber $10.61
Crane,Clamshell,Backhoe,Derrick,Dra line, Shovel Operator $14.12
Electrician 318.12
Fla er '3 8.43
Form Builder/Setter,Structures $1 1.63
Form Setter,Paving&Curb $11.83
foundation Drill Operator,Crawler Mounted $13.67
Foundation Drill Operator,Tuck Mounted $16.30
Front End Loader Operator $12.62
Laborer,Common $ 9.18
Laborer, Utility $10.65
Mechanic $16.97
Milling Machine Operator, Fine Grade $11.83
Mixer Operator $11.58
Motor Grader Operator,Fine Grade $15.20
Motor Grader O erator Rough $14.50
Oiler $14.98
Painter,Structures $13.17
Pavement Marking Machine Operator $10.04
Pi ela er $11.04
Reinforcing Steel Setter,Paving $14.86
Reinforcing Steel Setter,Structure $16.29
Roller Operator,Pneumatic,Self-Propelled $11.07
Roller Operator, Steel Wheel,Flat Wheel/Tamping Wheei/Tamping $10.92
Roller Operator,Steel Wheel,Plant Mix Pavement $11.23
Scraper Operator $11.42
j Servicer $12.32
Slip Form Machine Operator $12.33
Spreader Box Operator $10.92
Tractor Operator,Crawler Tye $12.60
Tractor Operator,Pneumatic $12.91
Traveling Mixer Operator $12.03
Truck Driver,Lowboy-Float $14.93
Truck Driver,Single Axle,Heavy S 11.47
Truck Driver,Single Axle,Light S10.91
"Truck Driver,Tandem Axle,Semi-Trailer $11.75
Truck Driver,Transit-Mix $12.08
Wagon Drill,Boring Machine,Post Hole Driller Operator S14.00
Welder $13.57
Work Zone Barricade Servicer $10.09
2008 PREVAILING WAGE RATES
CONSTRUCTION INDUSTRY
P
AC Mechanic $21.69 Plumber 520.43
AC Mechanic Helper $12.00 Plumber Helper $14.90
Acoustical Ceiling Mechanic $15.24 Reinforcing Steel Setter $10.00
Bricklayer/Stone Mason $19.12 Roofer $14.00
Bricklayer/Stone Mason Helper $10.10 Roofer Helper $10.00
Carpenter $16,23 Sheet Metal Worker $16.96
Carpenter Helper $11.91 Sheet Metal Worker Helper $12.31
Concrete Finisher $13.49 Sprinkler System Installer $18.00
Concrete Form Builder $13.12 Sprinkler System Installer Helper $9.00
Drywall Mechanic $14.62 Steel Worker Structural $17.43
Drywall Helper $10.91 Concrete Pump $20.50
Crane,Clamsheel, Backhoe, Derrick, D'Line
Drywall Taper $13.00 Shove( $17.76
Drywall Taper Helper $9.00 Forklift $12.63
Electrician (Journeyman) $20.20 Front End Loader $10.50
Electrician Helper $14.43 Truck Driver $14.91
Electronic Technician $19.86 Welder $16.06
Electronic Technician Helper $12.00 Welder Helper $9.75
Floor Layer(Resilient) $20.00
Floor Layer Helper $13.00
Glazier $18.00
Glazier Helper $13.00
Insulator $14.78
Insulator Helper $11.25
I Laborer Common $10.27
Laborer Skilled $13.18
ILather $16.10
Painter $14.83
Painter Helper. $8.00
Pipefitter $18.85
Pi efitter Helper $12.83
Ptasterer $17.25
Ptasterer Helper $12.25
i
GC-6.09 Permits and Utilities
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CITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1,2011
GC-6.24 Nondiscrimination
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ITY OF FORT WORTH ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised JLlIV 1,2011
GR-Ot 60 00 Product Requirements
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CITY OF FORT WORTH
ALTA VISTA ROAD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.00562
Revised July 1.2011