HomeMy WebLinkAboutContract 26152 CITY SECRETARY
D.O.E. FILE
CONTRACTOR'S BONDING CO. :27
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CONSTRUCTION'S COPY
� CLIENT DEPARTMENT SPECIFICATIONS
CITY SECRETARY
AND CONTRACT NO. �'
■
CONTRACT DOCUMENTS
FOR
MAIN 321 and 423 DRAINAGE AREAS
SANITARY SEWER SYSTEM IMPROVEMENTS
(UNITS 1 - 4)
DOE NO. 2730
SEWER PROJECT NO. PS 58-070580174710
IN THE
CITY OF FORT WORTH, TEXAS
Hugo Malanga, P.E. A. Douglas Rademaker, P.E. Dale A. Fissler, Jr., P.E.
Director Director Director
Transportation & Public Works Department of Engineering Water Department
PREPARED BY
DUNAWAY ASSOCIATES, INC.
ENGINEERS•PLANNERS•SURVEYORS
1501 Merrimac Circle,Suite 100
Fort Worth,Texas 76107
Phone 817.335.1121 Fax 817.335.7437 /
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JANUARY 2000 ',,,•�E OF•Te
�P.•• �.9s4�►
DAI No. 9820600 * . '•• *►►I
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BRIAN S.•DARBY i
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OFFIC�IM Roffil -�'o�9FcisT2 3 •'w s
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City of Fort Worth, Texas
ovagor and Council Communication
DATE REFERENCE NUMBERG NAME PAGE
LO
8/8/00 **C-18178 30UNITS 1 of 4
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT FOR UNITS 1, 2 AND 4
TO WILLIAM J. SCHULTZ, INC. D/B/A CIRCLE -C" CONSTRUCTION COMPANY, AND
AWARD OF CONTRACT FOR UNIT 3 TO ,IC'f' _ ,r INC. FOR M-
321 AND M-423 SANITARY SEWER MAINS DOE 2730
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the City Manager to transfer $1,846,713.22 from the Water and Sewer Operating Fund to
the Sewer Capital Project Fund; and
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Sewer Capital Project Fund in the amount of$1,846,713.22 from available funds; and
3. Authorize the City Manager to execute a 'contract with William J. Schultz, Inc. d/b/a Circle "C"
Construction Company in the amount of $1,224,047.00 (Units 1, 2, and 4) and a contract with
Jackson Construction, Inc. in the amount of $454,783.22 (Unit 3) for a total amount of
$1,678,830.22 for construction of the M-321 and M-423 sanitary sewer mains.
DISCUSSION:
On March 2, 1999 (M&C C-17299), the City Council authorized the City Manager to execute an
engineering services agreement with Dunaway and Associates, Inc. for design of the M-321 and M-423
sanitary sewer mains. The M-321 and M-423 sanitary sewer basins are located in far south Fort Worth
near the Everman Parkway and Garden Acres interchanges with IH-35W. These two sanitary sewer
mains are needed to meet anticipated future demands resulting from growth in the area. The
improvements under this contract consist of the following:
Unit 1 - M-321
Stations 109+31.34 to Stations 149+15.74
Improvements include installation of 3,985 linear feet of 16 and 18-inch pipes and 12 manholes; and
Unit 2- M-423
Stations 38+02 to Stations 100+34.72
Improvements include installation of 6,233 linear feet of 24-inch pipe and 16 manholes; and
Unit 3 - M-423
Stations 100+34.72 to Stations 178+05.98
Improvements include installation of 7,773 linear feet of 18, 21, and 24-inch pipes and 21 manholes; and
Unit 4 - M-423
Stations 178+05.98 to Stations 251+50
Improvements include installation of 7,351 linear feet of 15, 16, and 18-inch pipes and 18 manholes.
City of Fort Worth, Texas
"Agar And Council Communication
DATE REFERENCE NUMBER LOG NAME PAGE
8/8/00 **C-18178 1 30UNITS 2 of 4
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT FOR UNITS 1, 2 AND 4
TO WILLIAM J. SCHULTZ, INC. D/B/A CIRCLE "C" CONSTRUCTION COMPANY, AND
AWARD OF CONTRACT FOR UNIT 3 TO JACKSON CONSTRUCTION, INC. FOR M-
321 AND M-423 SANITARY SEWER MAINS DOE 2730
This project was advertised for bid on February 3 and 10, 2000. On March 3, 2000, the following bids
were received:
UNIT 1
BIDDER UNIT 1 AMOUNT TIME OF COMPLETION
William J. Schultz. Inc. d/b/a Circle "C
Construction Company $327,474.00 120 Calendar Days
Jackson Construction, Inc. $377,327.50
Mid-State Utilities, Inc. $393,622.50
S. J. Louis Construction, Inc. $399,182.85
Texas Sterling Construction, Inc. $399,494.00
Tri-Tech Construction, Inc. $401,430.00
Walt Williams Construction, Inc. $405,971.15
Cleburne Utility Construction Company, Inc. $415,704.00
Conaster Construction, Inc. $416,530.00
Burleson Utility, Inc. $421,871.20
B&H Utilities, Inc. $424,210.00
Stocker Enterprises, Inc. $459,914.00
Whizcon Utilities, Inc. $494,297.00
Long Construction & Engineering, Inc. $519,461.90
Davila Construction, Inc. $622,203.80
UNIT 2
BIDDER UNIT 2 AMOUNT TIME OF COMPLETION
William J. Schultz, Inc. d/b/a Circle "C'
Construction Company $337,980.00 120 Calendar Days
Wait Williams Construction, Inc. $357,514.23
Jackson Construction, Inc. $373,653.25
Mid-State Utilities, Inc. $389,720.50
Texas Sterling Construction, Inc. $434,569.00
S. J. Louis Construction, Inc. $444,968.33
B&H Utilities, Inc. $463,356.00
Conatser Construction, Inc. $485,858.50
Cleburne Utility Construction Company, Inc. $563,710.75
Davila Construction, Inc. $594,428.03
Long Construction & Engineering, Inc. $617,396.55
9
City of Fort Worth, Texas
qVrAffor And coun"Rcommunication
DATE REFERENCE NUMBER LOG NAME PAGE
8/8/00 **C-18178 30UNITS 3 of 4
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT FOR UNITS 1, 2 AND 4
TO WILLIAM J. SCHULTZ, INC. D/B/A CIRCLE "C" CONSTRUCTION COMPANY, AND
AWARD OF CONTRACT FOR UNIT 3 TO JACKSON CONSTRUCTION, INC. FOR M-
321 AND M-423 SANITARY SEWER MAINS DOE 2730
UNIT 3
BIDDER UNIT 3 AMOUNT TIME OF COMPLETION
William J. Schultz, Inc. d/b/a Circle "C"
Construction Company* $411,026.00
Jackson Construction. Inc. $454,783.22 120 Calendar Days
Mid-State Utilities, Inc. $516,201.00
S.J. Louis Construction, Inc. $558,001.72
B&H Utilities, Inc. $563,967.00
Texas Sterling Construction, Inc. $567,494.00
Walt Williams Construction, Inc. $552,322.17
Conatser Construction, Inc. $641,454.30
Cleburne Utility Construction Company, Inc. $681,175.50
Long Construction & Engineering, Inc. $723,574.50
* William J. Schultz, Inc. d/b/a Circle "C" Construction Company failed to submit the M/WBE
utilization form within the prescribed time as set forth in the City's bid package. Failure to do so
resulted in their bid being considered non-responsive, and therefore disqualified them from being
awarded the Unit 3 portion of this project.
UNIT 4
BIDDER UNIT 4 AMOUNT TIME OF COMPLETION
William J. Schultz. Inc. d/b/a Circle "C"
Construction Comganv $558,593.00 120 Calendar Days
Jackson Construction, Inc. $627,772.50
S. J. Louis Construction, Inc. $664,082.61
Texas Sterling Construction, Inc. $694,563.00
B&H Utilities, Inc. $696,453.00
Mid-State Utilities, Inc. $699,145.50
Clebume Utility Construction Company, Inc. $738,795.25
Walt Williams Construction, Inc. $779,021.12
Conatser Construction, Inc. $786,598.50
Long Construction & Engineering, Inc. $890,265.80
This project is located in COUNCIL DISTRICTS 6 and 8, Mapsco pages 105 and 106.
In addition to the contract cost, $117,518.00 is required for inspection and survey and $50,365.00 is
provided for project contingencies.
City of Fort Worth, Texas
"agar and Council Communication
DATE REFERENCE NUMBER LOG NAME PAGE
8/8/00 **C-18178 30UNITS 4 of 4
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT FOR UNITS 1, 2 AND 4
TO WILLIAM J. SCHULTZ, INC. D/B/A CIRCLE "C" CONSTRUCTION COMPANY, AND
AWARD OF CONTRACT FOR UNIT 3 TO JACKSON CONSTRUCTION, INC. FOR M-
321 AND M-423 SANITARY SEWER MAINS DOE 2730
M/WBE -
Unit 1 - William J. Schultz, Inc. d/b/a Circle "C" Construction Company is in compliance with the City's
M/WBE Ordinance by committing to 17% M/WBE participation. The City's goal on this unit is 17%.
Unit 2 - William J. Schultz, Inc. d/b/a Circle "C" Construction Company is in compliance with the City's
M/WBE Ordinance by committing to 24% MIWBE participation. The City's goal on this unit is 24%.
Unit 3 - Jackson Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to
5% M/WBE participation and documenting good faith effort. Jackson Construction Company, Inc.
identified several subcontracting and supplier opportunities. However, the M/WBEs contacted in the
areas identified did not respond or did not submit the lowest bids. The City's goal on this unit is 26%.
Unit 4 - William J. Schultz, Inc. d/b/a Circle "C" Construction Company is in compliance with the City's
M/WBE Ordinance by committing to 19% M/WBE participation. The City's goal on this unit is 19%.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon approval and completion of recommendation 1, and adoption of
the attached appropriation ordinance, funds will be available in the current capital budget, as
appropriated, of the Sewer Capital Projects Fund.
MG:k
Submitted for City Manager's FUND ACCOUNT r CENTER I AMOUNT CITY SECRETARY
Office by: (to) APPROVED
1&2)PS58 472045 070580174710 $1,846,713.22
Mike Groomer 6140 2)PS58 541200 070580174710 $1,729,195.22 CITY COUNCIL
Originating Department Head: 2)PS58 531350 070580174710 $ 117,518.00
AUG 8 2000
A.Douglas Rademaker 6157 (from) ,}
3)PS58 531200 070580174710 $1,678,830.22
Additional Information Contact: 1)PE45 538070 0709020 $1,846,713.22City Secretary of the
City of Fort Worth,Tbx-"
A.Douglas Rademaker 6157
Adopted Ordinance No..1 ` 1
CITY OF FORT WORTH, TEXAS
DEPARTMENT OF ENGINEERING
ADDENDUM NO. 1
TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
MAIN 321 AND 423 DRAINAGE AREAS, UNITS 1 -4
Sanitary Sewer System Improvements
Sewer Project No. PS 58-070580174710
DOE No.2370
Addendum Issued: February 8, 2000
Bids Received Until: March 2,2000, 1:30 p.m.
The Contract Documents for the subject project are hereby revised or amended as follows:
I. SPECIFICATIONS
A. Notice to Bidders
• Delete third paragraph on Page A-1 that reads, "A mandatory pre-bid conference will be
held on Monday, February 21, 2000, beginning at 10:00 a.m., in the City of Fort Worth
Water Department Conference Room 225. It is mandatory for prospective bidders to
attend the pre-bid conference. Failure to attend shall result in the rejection of the bid as
non-responsive."
(See attached Page A-1)
B. Comprehensive Notice to Bidders
• Delete last paragraph on Page A-2 that reads,"A mandatory pre-bid conference will be
held on Monday, February 21, 2000, beginning at 10:00 a.m., in the City of Fort Worth
Water Department Conference Room 225. It is mandatory for prospective bidders to
attend the pre-bid conference. Failure to attend shall result in the rejection of the bid as
non-responsive."
(See attached Page A-2)
C. Appendix D
• Change statement to read,"The TXU permit will be issued with an addendum."
(See attached page)
D. Appendix E
• Change statement to read, "Soil borings will be issued with an addendum."
(See attached page)
This Addendum forms a part of the Contract Documents referenced above and modifies the original Contract Documents and plans.
Acknowledge receipt of this Addendum on the space provided below and on Pages"Part B—Proposal 4 Unit 1","Part B—Proposal
5 Unit 2".`Part B—Proposal 5 Unit 3",and Part B—Proposal 6 Unit 4",of your Bid Proposal and note on the outer envelope of your
bid. Failure to acknowledge receipt of this Addendum could subject bidder to disqualification.
RECEIPT ACKNOWLEDGED:
By: - By: --
,,�� Rick Trice, P.E. and Manager
Title: /' ,o S Consultant Services (DOE)
Address:
Telephone:
9V06W_Add10o-o2oe_es0.da —1 — February 8, 2000
NOTICE TO BIDDERS
Sealed Proposals for the following:
FOR: Main 321 and 423 Drainage Areas
Sanitary Sewer System Improvements (Units 1 -4)
Sewer Project No. PS 58-070580174710
DOE No. 2370
UNIT 1: M-321
13 EA Manholes
3,985 LF 18-in. sewer by open cut
365 LF 16-in. sewer by other than open cut
UNIT 2: M-423, Sta. 38+02 to Sta. 100+34.72
16 EA Manholes
6,233 LF 24-in. sewer by open cut
UNIT 3: M-423, Sta. 100+34.72 to Sta. 178+05.98
21 EA Manholes
1,333 LF 24-in. sewer by open cut y
5,444 LF 21-in. sewer by open cut •�
996 LF 18-in. sewer by open cut c
UNIT 4: M-423, Sta. 178+05.98 to Sta. 251+50
18 EA Manholes Q
6,360 LF 18-in. sewer by open cut
491 LF 15-in. sewer by open cut
80 LF 18-in. sewer by other than open cut
420 LF 16-in. sewer by other than open cut
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at ;1
the Purchasing Office until 1:30 p.m., March 2, 2000, and then publicly opened and read aloud �
at 2:00 p.m., in the Council Chambers.
Plans, Specifications and Contract Documents for this project may be obtained at the office of
the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort h
Worth, Texas. One set of plans and documents will be provided for a deposit of$50.00. These
documents contain additional information for prospective bidders.
V
For additional information, please contact Mr. Brian Darby, P.E. at (817) 335-1121, or Mr.
Anthony Wilkins, P.E. at (817) 871-8047.
Advertising Dates:
February 3, 2000
February 10, 2000
eezoeoo_Spe=_sso_ncai.aoc A- 1 Addendum 1 -02/08/00
COMPREHENSIVE NOTICE TO BIDDERS
Sealed Proposals for the following:
FOR: Main 321 and 423 Drainage Areas
Sanitary Sewer System Improvements (Units 1 -4)
Sewer Project No. PS 58-070580174710
DOE No. 2370
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the
Purchasing Office until 1:30 p.m., March 2, 2000, and then publicly opened and read aloud at 2:00 p.m.
Plans, Specifications and Contract Documents for this project may be obtained at the office of the
Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A
Fifty dollar ($50.00) deposit is required for the first set of documents and additional sets may be
purchased on a non-refundable basis for Fifty dollars ($50.00) per set. These documents contain
additional information for prospective bidders. y
All bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the
State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as z
amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), c
prohibiting discrimination in employment practices.
Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders.
r
The major work on the above-referenced project shall consist of the following: ,a
UNIT 1: M-321 z
13 EA Manholes ,
3,985 LF 18-in. sewer by open cut c
365 LF 16-in. sewer by other than open cut w
UNIT 2: M-423, Sta. 38+02 to Sta. 100+34.72
u
16 EA Manholes
6,233 LF 24-in. sewer by open cut i
y
UNIT 3: M-423, Sta. 100+34.72 to Sta. 178+05.98
21 EA Manholes u
1,333 LF 24-in. sewer by open cut
5,444 LF 21-in. sewer by open cut ,d
996 LF 18-in. sewer by open cut d
UNIT 4: M-423, Sta. 178+05.98 to Sta. 251+50
b
18 EA Manholes b
6,360 LF 18-in. sewer by open cut
491 LF 15-in. sewer by open cut
80 LF 18-in. sewer by other than open cut
420 LF 16-in. sewer by other than open cut
Included in the above will be all other miscellaneous items of construction as outlined in the Plans and
Specifications.
s
W20600_Sp=_8SD_Add1.doc A-2 Addendum 1 —02/08/00
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TXU Permit
The TXU permit will be issued with an addendum.
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9B20000_Specs_BSD Addl.doe
SOIL BORINGS
Soil borings will be issued with an addendum.
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8820600_Spec8_BSD Add1.doc FAddendum 1 —02/08/00
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CITY OF FORT WORTH, TEXAS
DEPARTMENT OF ENGINEERING
ADDENDUM NO. 2
TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
MAIN 321 AND 423 DRAINAGE AREAS, UNITS 1 -4
Sanitary Sewer System Improvements
Sewer Project No. PS 58-070580174710
DOE No. 2370
Addendum Issued: February 25, 2000
Bids Received Until: March 2, 2000, 1:30 p.m.
The Contract Documents for the subject project are hereby revised or amended as follows:
I. CONSTRUCTION PLANS
A. Plan Sheets 11, 14, 21, 24, 27, 28, and 29
,
• Remove reference to any size of SDR 26 sewer pipe.
B. Plan Sheets 32 thru 35
• Revisions due to re-route of the M-423 alignment from Sta. 222+07.60 to Sta. 238+17.86.
II. SPECIFICATIONS
A. Part B—Proposals
1. Unit 2: Remove all bid items for SDR 26 sewer pipe and increase quantities for
sewer pipe at corresponding depthes.
2. Unit 3:
a. Remove all bid items for SDR 26 sewer pipe and increase quantities for
sewer pipe at corresponding depthes.
b. Change the bid items for 175 LF of 21-in DIP sanitary sewer pipe (10 to
12-ft. depth) and 29 LF of 21-in DIP sanitary sewer pipe (12 to 14-R.
depth)to read `20-in"in lieu of "21-in".
3. Unit 4:
a. Remove all bid items for SDR 26 sewer pipe.
b. Change the bid item for 420 LF of 18-in DIP sanitary sewer pipe by other
than open cut with 30-in. steel casing pipe and stainless steel casing
spacer to read "16-in"in lieu of`18-in".
C. Revise quantities to reflect re-route of alignment from Sta. 222+07.60 to
Sta. 238+17.86.
' B. Part D—Special Conditions
Replace table in Section D-16 Wage Rates with new Prevailing Wage Rates for 2000.
(See attached Page SC-7)
' C. Appendix D—TXU Permit
• Change statement to read, "The TXU permit will be issued to the lowest qualified bidder."
(See attached page)
' AddendumZdcc — 1 — February 25, 2000
CITY OF FORT WORTH, TEXAS
DEPARTMENT OF ENGINEERING
ADD"i-NQUM NO. 2
D. Appendix E—Soil Borings
• Include attached interim Geotech Report.
This Addendum forms a part of the Construction Plans and Contract Documents referenced above and modifies the original
Construction Plans and Contract Documents. Acknowledge receipt of this Addendum on the space provided below and on Pages
'Part B—Proposal 4 Unit I%'Part B—Proposal 4 Unit 2",'Part B—Proposal 5 Unit 3",and Part B—Proposal 5 Unit 4",of your Bid
Proposal and note on the outer envelope of your bid. Failure to acknowledge receipt of this Addendum could subject bidder to
disqualification.
RECEIPT ACKNOWLEDGED:
By: By:
Rick Trice, P.E. and Manager
Title: /PS Consultant Services(DOE)
Address:
Telephone: ®/7 2Z ZV
AddendumZdoc —2— February 25, 2000
. q
TXU Permit
The TXU permit will be issued to the lowest qualified bidder.
9820800 Spxs_MD.doc Addendum#2
s �
PART D - SPECIAL CONDITIONS
F
CITY OF FORT WORTH
PREVAILING WAGE RATES FOR 2000
Building&ConsMxtlon Trade Classiflcatlons Hourly Rates Highway(Heavy)Constructbn Ctassfficatrons Haudy Rates
Air Conditioning Mechanic $15.98 Asphalt Raker $10.32
Air Conditioning Mechanic Helper $10.75 Asphalt Shoveler $9.75
Acoustic Ceiling Installer $14.02 Batching Plant Weigher $9.65
Acoustic Ceiling Installer Helper $10.88 Carpenter(Rough) $13.64
Asbestos Worker $10.50 Concrete Flnlsher Paving $10.16
r BrlcklayerlStone Mason $17.21 Concrete Finisher Helper(Paving) $9.70
BricklayerlStone Mason Helper $10.16 Concrete Finisher-Strictures $13.44
Carpenter $13.92 Flagger $7.00
Carpenter Helper $10.38 Form Builder-Structures $13.44
Concrete Finisher $12.68 Form Setter-Paving&Curbs $10.25
Concrete Finisher Helper $9.73 Form Setter-Structures $9.75
Concrete Form Builder $11.97 Laborer-Common $7.64
Concrete Form Builder Helper $9.42 Laborer-Utility $8.64
Drywall Taper $11.33 Mechanic $13.25
Drywall Taper Helper $8.00 Servicer $10.13
Electrician Journeyman $17.46 Pipe Layer $7.35
Electrician Helper $11.30 Pipe Layer Helper $6.75
Electronic Technician $12.50 Asphalt Distributor Operator $11.45
Electronic Technician Helper $8.50 Asphalt Paving Machine Operator $11.09
Floor Layer(Carpet) $17.00 Concrete Paving Saw $10.53
Crane,Clamshell,Backhoe,Derrick,Dragline, $10.00
Floor Layer(Resilient) $16.00 Shovel(<I%Cr
Crane,Clamshell,Backhoe,Derrick,Dragline, $11.52
., Floor Layer Helper $13.50 Shovel(>I%Cr
Glazier $15.02 Front End Loader(2%CY&less) $9.94
Glazier Helper $10.90 Front End Loader(over 2%CY) $9.32
Insulator $12.04 Milling Machine Operator $8.00
Insulator Helper $9.40 Mixer $11.00
Laborer Common $7.85 Motor Grader Operator(Fine Grade) $12.31
Laborer Skilled $10.35 Motor Grader Operator $13.75
Lather $14.00 Pavement Marking Machine $11.00
Lather Helper $11.00 Roller,Steel Wheel Plant-Mix Pavements $9.88
Metal Building Assembler $10.00 Roller,Steel Wheel Other Flatwheel or Tamping $12.12
Metal Building Assembler Helper $8.70 Roller,Pneumatic,Self-Propelled Scraper $8.02
Painter $12.83 Traveling Mixer $10.00
Painter Helper $8.35 Reinforcing Steel Setter(Paving) $9.75
Pipefitter $17.60 Truck Driver-Single Axle(Light) $8.00
Pipefitter Helper $10.18 Truck Driver-Tandem Axle Semi-Trailer $10.22
Plasterer $16.00 Truck Driver-Lowboy/Float $10.54
Plasterer helper $11.00 Truck Driver-Transit Mix $10.63
Plumber $16.91 Truck Driver-Winch $9.80
Plumber Helper $9.75
Reinforcing Steel Setter $10.40
Roofer $11.87
Roofer Helper $8.33
Sheet Metal Worker $14.45
Sheet Metal Worker Helper $9.57
Sheetrock Hanger $12.45
Sheetrock Hanger Helper $9.64
Sprinkler System Installer $16.87
Sprinkler System Installer Helper $10.13
Steel Worker Structural $11.36
Steel Worker Structural Helper $8.80
Welder $14.70
Welder Helper $11.74
HEAVY EQUIPMENT OPERATORS
Crane,Clamshell,Backhoe,Derrick,Dragline,Shovel $12.50
Forklift Operator $9.63
Foundation Drill Operator $13.00
Front End Loader Operator $11.22
Truck Driver $10.31
D-17 EASEMENTS AND PERMITS
The performance of this contract requires certain temporary construction,right-of-entry agreements,and/or permits to perform
work on private property.
■ 982060o_sp=_BSD_Partn_00-0114.dac SC-7 1114100
Addendum#2
FEB -25-00 03 :39 PM BONE ENGINEERS 8178344833 P. 02
Rone Engineers
I -W
GEOTECHNICAL CNGINEERING February 24, 2000
.GEOLOGICAL STUDIES
•DISTRESS INVESTIGATIONS City of Fort Worth
.PAVEMENT 0911rN 1120 Fournier Street
•ADVANCED GEOTLCHNICAL TESTING Fort Worth, Texas 76102
•FOUNOATION RECOMMENDATIONS Attn: Mr. Ryan Jeri, P.E.
•CONSTRUCTION MONITORING
RE: INTERIM REPORT 00-30012
CONSTRUCTION MOBSER A TESTING SANITARY SEWER MAINS M-321 AND M-423
•CONSTRUCTIONRETETESTING
SERVATION 1.35, GARDEN ACRES TO RISINGER ROAD
•GONCRET(TESTING
•ASPHALT TESTING FORT WORTH, TEXAS
•SOILS TESTING
•FIER INSPECTION Dear Mr. Jeri:
•POST TENSION INSPECTION
•
MON.DESTRUCTIVE TESTING Pursuant to conversations with Mr, Anthony Wilkins of the City of Fort Worth
DRILLING SERVICES on February 23, 2000, Rone Engineers, Inc. is pleased to present herein an
MONITOR WILL INSTALLATION
interim report of general subsurface conditions at selected locations along the
• ,
,(NVIRGNM[NTALDRILLING' above referenced sanitary sewer line project limits. The investigation herein
-GEOTECHNICAL DRILLING was performed in general accordance with Rone Proposal 00-20006 dated
January 12, 2000. Authorization to proceed with this investigation was
provided by Mr. Ryan Jeri, P.E. of the City of Fort Worth on January 25, 2000.
Rone Engineers, Inc. has completed 15 of the planned 21 borings along the two
sanitary sewer lines. Boring locations were surveyed by representatives of
Dunaway Associates, Inc. and actual boring locations are referenced from the
station numbers thereon. Plate A.1 presents a Plan of Borings. Plates A. 2 and
A-3 described nomenclature utilized on the boring logs. Detailed descriptions
of the materials encountered are provided on Plates A.4 through A.18.
This report was prepared to provide general descriptions of the soils and rock
encountered in the borings prior to performing detailed laboratory testing.
Therefore, readers should understand that some modifications in the soil
descriptions will occur upon completion of further examination of the soils and
testing.
Subsurface conditions at the boring locations generally consist of clays, silty
clays, and calcareous clays extending to depths of 51/2 to 13 feet. Borings 8-1,
8-3, B-4, B-8, B-9, B-18, and 8-19 contained soils to their full 10- to 13-foot
depth. The remaining borings encountered tan and/or gray limestone at depths
of 51/3 to 11 feet. This rock continued to the respective boring completion
131 NORTH RATHER STREET depth. All rock encountered in the borings was considered hard to very hard,
FORT WORTH,TEXAS 76111 relatively intact material. Texas Highway Department Cone Penetrometer test
TELEPHONE 617.831.6311 values in this rock varied from 0.25 to 2.75 inches for 100 blows.
METRO 617-429.4328
FACSIMILE 617-834.4037
FEB-25-00 03 :39 PM RONE ENGINEERS 8178344e33 P. 03
City of Fort Worth
February 24, 2000
Page 2
The borings were advanced using continuous flight augers to observe the potential for ground-
water seepage during drilling. Water seepage was encountered in Borings B-3, B-13, and B-19
at depths of 8 to 10 feet. The remaining borings were dry at completion of drilling.
Subsurface water potential will vary with seasonal climatic fluctuations. It is very possible
that temporary perched water can trap atop rock or otherwise relatively impermeable
materials, particularly after periods of heavy or extended rainfall. Fluctuations in water levels
and seepage levels can be expected with climatic changes.
We appreciate the opportunity to prepare this data. A final report will be forthcoming in the
future after completion of laboratory testing. The following plates are attached and complete
this report:
Plate A.1 - Plan of Borings
Plate A.2 - Unified Soil Classification System
Plate A.3 - Key to Classification and Symbols
Plates A.4-A.18 - Logs of Borings
Respectfully submitted,
eRo;nen Trs,
Charles M. Jack>P.E.
Vice President
copies submitted: (1) Mr. Ryan Jeri, P.E,; City of Fort Worth
(1) Mr. Anthony Wilkins; City of Fort Worth
(1) Mr. Brian Darby, P.E,; Dunaway Associates, Inc.
I
FEB-25-00 03 :40 PM RONE ENGINEERS 8178344833 P. 04
a�NQON
FOREST HILI. 8.6
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B-8
RACEI BULLDOG
RACE
Z
B-10
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OAK GROVE 8.13
OAK GROVE B-1
C B-14 SS MAIN T
M-321 ; W
°G SS MAIN M-423 ' B-3 ' Q
a - =
B-2
I ,
OLD BURLESON
B-4
B-20
1-36
NORTH
B-21 SCALE: 1"n 2000
I
SANITARY SEWER MAINS M-321 AND M-423 PLAN OF BORINGS
00-30012 PLATE A.1
rca—�.+—nn no :ww rrs hunk tNUINEERS 8178344833 P. 01
Major Divisions PrP' Typical Names
Sym. Laboratory Classification Criteria
Well-graded gravels,gravel.
GW sand mixtures,little or no D
iQ c fines C4 p� greater than 4. C�■`px G� between t and 5
..
0.
Poorly graded gravels,gravel
y
h v GP sand mixtures, little or no Not meeting all gradation requirements for GW
os fines a
� c9
c� Silty gravels,gravel-sand-silt -i Liquid and Plastic limits
Z GM mixtures
below line or P.I. Liquid and plastic limits
c i plotting in hatched zone
greater then 4 between 4 and 7 are
s
i (v ° Liquid and Plastic limits borderline cases
GC Clayey gravels,graver-sand- ° requiring use of dual
Clay mixtures S c ! above A line with P.I.
greater than 7 symbols
Well-graded sands,gravelly �� pp (Dy
sv SW �
sands,little or no fines i C' greater than 6: C,:2••• between t ON 3
E !t? rR , ao Ow x D,
129 s
ie s
- � m Poorly graded sands; �
U SP gravelly sands,little or no Not meeting all gradation requirements for SW
Anes
Z g Liquid and Plastic limits
I SM Silty sands,sand-silt mixtures c4 below'A"line or P.I.less Liquid and plastic limits
than 4 plotting between 4 and 7
` m are borderline cases
e A Liquid and Plastic limits requiring use of dual
SC Clayey sands,sand-clay symbols
mixtures above OA'line with P.I. Y
greater than 7
Inorganic silts and very fine
^ ML sands, rock flour,silty or
clayey fine sands,or clayey
c slits with slight plasticity
.,
Inorganic clays of low t0 so
CL medium plasticity,gravelly
$ clays,sandy clays,silty clays, e
cv and lean clays
CH
Organic silts and organic silty a
` OL clays of low plasticity
Inorganic slits, micaceous ar r3
=' MH diatomaceous fine sandy or ON or d MH
'.1 1 silty soils,elastic silts .�
E 3 CL
V 3 ? C� Inorganic clays of high
ca �rs Q1 plasticity,fat clays 10 1
` V1 d ML a d OL
OH Organic clays of medium to 0o
high plasticity,organic slits to zo so ao so eo 70 so 00 too
Liquid Limit
Pt Peat and other highly organic Plasticity Chart
z soils
UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2
8178344833 P. 02
SOIL OR ROCK TYRES
0
..
GRAVEL LEAN CLAY LIMESTONE
o _
o:o SAND o �� SANDY SHALE
SILT SILTY SANDSTONE
i - Z;�,
HIGHLY CLAYEY CONGLOMERATE Shelby Auger Split Rock Cone No
PLASTIC CLAYRattt 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 1.0
Firm 1.0 to 1.5
Stiff 1.5 to 3.0
Very Stiff 3.0 to 4.5
Hard 4,5+
Coarse Grained Soils (More then 50%Retained on No.200 Sieve)
Penetration Resistance Descriptive Item Relative Density
(blowstfoot)
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 stick 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 soli 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,slderite,
and iron oxide are common cementing materials.
Degree of Weathering
Unweathered Rock in its natural state before being exposed to atmospheric agents
Sllght4y 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•3
FEB-25-00 03 :45 PM RONE ENGINEERS 8178344833 P. 03
~ Project No. Boring No. Project ?•or rgir. r
00-30+412 Sanitary Sewer MaInS M-321 and M-423
�'1 Fort Worth,Texas
Location Water Observations
See Plate A.1 Dry at completion
Completion Completion
Depth 10.0, Date 2-23-00
Surface Elovs4on Type
Auger
Stratum Deseription
4i �. .
lag
J
rk bro;vn 2.75
F
3.
-grades fight brown to brown,3'+
3 2.0
10 — — — — — — — — — — — — — — — — 3.3
r Note:Sanitary Sewer Main M-321!Station 109+30
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JLL G OF BORING NO. B-1 Plate A.4
FEB-25-00 03 :45 PM PONE ENGINEERS 8178344833 P. 04
a
7ii
. Boring No. Project neErq Moir
012 B-2 Sanitary Sewer Mains M-32I and M-423
Fort Worth,Teras
Water ObservationsSee Plate A.1 Dry at completion
Compie4on
3.0' Date 2"21-00
7+� 3urGce 11"ation Type —
Au Auger Stratum Description
dark rown 4.5+
4.5- —�
E ,
5 }
l
-grades tan and brown,T to 11'
=4=:q
10
, +
U, Mgffi,tan,very hard
i
15 — — — — — — — — — — — — — — — 100/1"
Note:Sanitary Sewcr Main M•321 t Station 124+25 '
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LOG OF BORING NO. 13-2 _ - Plate A.5
FEB-25-00 03 :46 PM RONE ENGINEERS 8178344833 P. 05
Project No. Boring No. Project Ronse,�q ;eer
�0-30012 B,3 Sanitary Sewer Mains M-321 and M-423
Fort Worth,Texas
Location Water Observations
Sec Plate A.l Seepage at 10'during drilling
Completion Completion
Dant _10.0' Date 221.00
Surface Elevation TyVe
Au er i
Stratum Description .
U
C Av dar,brown 4,5+
gmdes tannish brown,T+
10 — — — — — — — — — — — — — — — 4.5+
Note.Sanitary Sewer Main M-321/Station 129+90
_
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L LOO OF BORING NO, B-3 Plate A.6
FEB-25-00 03 :46 PM PONE ENGINEERS 8178344833 P. 06
* PrgNo. B
00oring roject S
No. Panitary Sewer Mains M-321 and M-423 ser Q nee
00-30012 B-4 Fort Worth,Texas
Location Water Obsorvations -------
�
See Plate A.1 Dry at completion
Crnnplction Completion
Depth 12.0' Dade 2,23-00
Surface Elevation Type
Au er '
(A
Stratum Description
a W�
CALCAR
118 CrAV.dark brown , s
2s
3.25
s
grades tao and brown,6'+
to
r
— — — — — — — — — — — — — — —
i
Note:Sanitary Sewcr Main M-3211 Station 143t 10
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LLO OF BORING N0, B-4 Plate A.7_i
FEE-25-00 03 :47 PM PONE ENGINEERS 8178344833 P. 07
Project No. Soring No. Pro'ect reErq ,Eel
j Sanitary Sewer Mains M-321 and M-423
00-30012 -S Fort Worth,Texas
Location Wetcr Observations `�` - �—
See Plate A.1 Dry at completion
Compaction Completion
Depth 22.0, Da1e 2-23-00
•� Surface Elevation Type
Auger
Stratum Description ( d
V;
J&dYEY SAND,brown,w limestone vola 4.0
rown,w limestone fragments _
S
3 CLAY,brown7w tmcstone
gments -
10- 4.
Lim o tan,very
. 13 0010,7 --
20
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1"
Note:Sanitary Sewer Main M-423/Station 38+00 j
ti
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LOG OF BORING NO, B-5
Plate AAA
FEB-25-00 03 :47 PM PONE ENGINEERS 8178344833 P. 08
Project No. Sorin No.
8 Project Sanitary Sewer Mains M-321 and M-423r
00-34012 B-8 Fort Worth,Texas
Location Wator Observations
See Plate A.1 Dry at completion
Completion Completion
Dop 10.0' Date 2-22-00
Surface Elevation Type
Au er
Stratum Description - I.
dark un 3
grades olive brown.2'to T 4.3
5 + -
-grades brown and tan,T+
10- — _ — _ — _ — — _ _ — — — — — — 4.0
Notc.Sanitary Sewor Main M-423 I Station 91+05
+t
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LOG CSF BORING NO. $-8 �_Plate A.4
FEB-25-00 03 :48 PM PONE ENGINEERS 8178344833 P. 09
Project No. goring No. Project Sanitary Sewer Mains M-321 and M-423 MAILS
00-3oo1Z B�9 Fort Worth,Tea-;
IAcation — Water Observations
' See Plate A.1
Completion Completion Dry at completion
Depth 11.0' Date 2-21.00
Surface Elevation Type
Auer
TIT
Stratum Description z�
aR;3 8� I
�U
3.0 --
4.0
-grades tan and brown,w/limestone fragments.3'+ -
S 4.0
l0 .w/increasing calcareous nodules,9'� t --
— — — — — — — — — — —
Note:Sanitary Sower Main M423/Station 100+35
a
II
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L Loc of BOFUNG No. 8-9 Plate A.10
FEB-25-00 03 :48 PM PONE ENGINEERS 8178344833 P. 10
'F
Project No. BonnB 10 Project SSanitary Sewer Mains M-321 and M-423 tto9-
oot1�0-3001 .ort Worth,Texas
Lation water Obsorvntions - ----
See Plate A.1i
Completion Completion DrY at completion �
Depth lo.v^^' Datc 2•21-00
Snrfaco Elevation Type
Auger
J
w $
y Stratum Description3.7 5 9 J
a F
1i 1i .0
AG OE Or+ F
d ar town
4.5+
5 4.5+ —
•grades tannish brown,ti'to 8'
E tan,very hard
10 190 .5"
15 E YE gray,very ha
Now:Sanitary Sewer Main M423 d Station 120+90
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[jO(7:LOIF BOMNGNO, B-10 Plate A.11
FEB-25-00 03 :48 PM PONE ENGINEERS 8178344833 P. 11
PtojectNo. Boring No. Project Sanitary Sewer Mains M-321 and M-423 er
00-30012 1 B-13 Fort Worth Texas
Location Water Observations '—�-�----1
Sec Plate A.1
Comotion Seepage at 8 feet during drilling;water at 9 feet at completion
plCompletion
Depth 13.01 Date 2-23-00
Surface Elevatioa Type
Au er
H Stratum Description ' z� e
S ark brown
5 4.5+
tan,vary lard `-
10—
D011
Note:Sanitary Sewer Main M-423/Station I64+52
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LOG OF BORING NO. B-13 Plate A.12�
FEB-25-00 03 :49 PM PONE ENGINEERS 8178344833 P. 12
Project No, Boring No. Project Sanitary Sewer Mains M-321 and M-423 Roca 4iuw
00.30012 BV'14 Fort Worth,Texas
Location Water ObservationsCom ----------1
See Plate A.t Dry at completion
Deppletioa Completion
th 21.01 tete Z-2100
Surface$lavation 'type
Au er
I s oe'
Stratum Description
GSarkbrown 4.5+
5 -grades tannish brown,4,S to 4' 4. +
LIMA J
10 tan,very hard 100/2.75'
r
LIM IM
1S 1.S"
Bray.very hard
- - — — — — — — — — — — — — — —
Note:Sanitary Sewer Main M423/Station 178+05
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I LOG of BORING No. $-14 Plate A.13
FEB-25-00 03 :49 PM PONE ENGINEERS 8178344833 P. 13
Project No. Borin4No, project .1
nee:
�_1S Sanitary Sewer Mains M-321 and M-423 F� �° r
Fort Worth,Texas
Location Wator Obwrvations
See Plate A.1 Dry at completion
Com letion Completion
Dept 16.0• Date 2.21-00
.� Surface Elevation Type
Au er
Stratum Description 9'a � 111
a �� f
U9MA Y darkbrown g
S -grades tannish brown,4'to V 4 g+
tan.vcry bard
— r
l0 .25
1 i 1 ttray,vary and
Note:Sanitary Sewer Main M-423/Station 191+10/
Offset 30'east
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LOG OF BORING NO. B-15 Plate A.14
FEB-25-00 03 :50 PM RONE ENGINEERS 8178344833 P. 14
Project No. Boring No. pro eCt ret: 41r,e.
00-30012 x_18 Sanitary Sewer Mains M-321 and M-423
Fort Worth,Texas I
Water Observations
See Plate A.1 Dry at completion
Complation Completion
Depth 13.0' Datc 2-21-00
Surfacc Elevation Type
Au er 77
Stratum Description
fill
a )
C C -dark biow-n 3.5
4.5+
5 I 4. `
- -trades tannish brown,T*
3.0
10 i
— — — — — — — — — — — — — — — 4.5
Note:Sanitary Sewer Main M-423!Station 221+98
f
94
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ILLOG OF BORING NO. B-18 _ Plate A.15
FE$-25-00 03 :50 PM PONE ENGINEERS 8178344833 P. 15
Project
13oriagBNo. Project Sanitary Sewer Malns M-321 and M-423
Tori Worth,Texas
Location Water Observations
See Plate A.1 Seepage at 10 feet during drilling
Completion Completion
Depth 10.01 Date 2,21-00
Surface Elcvation Type
Auger
Stratum Description
a 1,01 Ji ' ]If,
dark brown 3.0
5 -grades tannish brown.51+ Z3
10 — — — — — — -- -- - — — — —
- - 0
Note:Sanitary Sewer Main M423/Station 228+33
Offsct 45'west
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JI iOG OF BORING NO. B-19 Plate A.16
FE$-25-05 03 :51 PM PONE ENGINEERS 8178344833 P. 16
3
Project No. 9orin8 No. Project Sanitary Sewer Mains M-321 and M-423 yi
00-30012 $-20 Fort Worth,Texas
Location Water Observations
See Plate A.1 Dry at completion
Completion Completion
D*Pth 12.0' Date 2-21.00
Surface Elevation Type -T . 1 9
-AugerF IT
Stratum Description ,�
Y tan 4.5
rows
S -8rades brown and tan,4'+ 3.75
i
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10
tan,veryand
- — — — — — — — — — — — — — — — — 10.25
Note,Sanitary Smvr Main M423/Station 238+06
Offact 120,east
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L OF BORING NO. B-20 Plate A.17 I
FEB-25--00 03 :51 PM ROME ENGINEERS 8178344833 P_ 17
Project No. Boring No. Project
00-30012 B_21 Sanitary Sewer�Isina M-321 and M-423
Fort Worth,Texas
Location Water Observations
See Plate A.l Dry at completion +
Completion Completion
Depth 12.0' Date 2.23.00
Surface Elevation Type
Auger
w �
Stratum Description
�y ;ZIA :;Ii
dark rown,w tmestone 3.0
menta -
4.
5+
5 4.5+
tan,very hard
110—
--
�.
Note:Sanitary Sewer Main M-423/Station 251+56 t
Offset 50'southoast
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JLL0G OF BOMG NO. B-21 Plate A.18
03/01/2000 13:30 8173357437 DLHAWAY ASSOC. PAGE 02/03
kAit- HU W I1 u:Z PM P. W. DEPT, RGINEERING FAX N0, 817 871 7854 P. 2
B
MY OF FORT WORTH,TEXAS
DEPARTMENT OF ENOINEERINt3
J
3 ADDENDUM NO.3
TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS
r, Bort
MAIN 321 AND 429 ORMAGE AREA3,UNITS 1.4
banitarfr Srwsr System hnprovemsnts
Sewer Project No. PS U470MIT4710
DOE No.ZITO
Addendum leaved: March 1,200c
Bids Recdwd Until: March 2,2000,1:30 p.m.
The Cvntn DOcumerlts for the subject projed are hereby reowd or amerided as follows:
1. 8PEM liFICATIONS
• P 0—unit 3—Proposal
Remove bid items 2 8 3 for 379 LF of 2444 s&Wwy sewerp"(6 to 84 depth)acro 1W
4 LF d 244a swfty Dewar pipe(8 to 10-ft depth)
h (See attached Pap•'PaR 8-ftpoed I Wit S')
s
d
r
This Addend +Dna a peA of the ComVuclim PW*PW Contrad Document Wewwl sbow artd modifier the original
Coraricllen and Coturaot Doeurn•ats. Aduwwledge receipt or dtb'AddeNwn on fM space provided below and on Poem
'Port b- 4 Unt 1','PAR B-Prolmml 4 Und 7,'Pad 8-PMPNW a Unit 3.and Pan 8-Fropmal 3 Uait 4',d your OW
Prop"snd on 0e Dula enveloped row(lid. Fsllurs tc a . .....edge oo*W of Mle Addendum could sub)ect bidder Io
diequsulatb ;J
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RECEIPTKNOWLEtX�EO:
•
By: By-
Rick Trice,P.C. and anger
Title. Consultaln Services(ODE)
Address:
Telephone ' F12' l j G 3
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03/01/2000 13:30 8173357437 DUNAWAY ASSOC. PAGE 03/03
IM `�
g PROPOSAL
TO: Mr. 4b Terrell
City anager
" Fort orth, Texas
FOR: Mair .$21 and 423 Drainage Areas
Sani ry Sewer System Improvements
" Sew Project No. PS 58-070580174710
DO o. 2370
Unit
Pursuant to foregoing "Notice to Bidders," the undersigned has thoroughly examined the
plans, spec „cations and the site, understands the amount of work to be done, and hereby
proposes all the work and furnish all labor, equipment and materials necessary to fully
" complete al ;We work as provided in the plans and specifications and subject to the inspection
and approv II of the Director, Department of Engineering of the City of Fort Worth.
I
Upon acre nce of this proposal by the City Council, the bidder is bound to execute a contract
and furnish erformance, Maintenance Bond, and Payment Bond approved by the City of Fort
Worth for pi,! orming and completing the sewer construction work within the time stated and for
the followin plum, to-wit:
SEWER MA REPLACEMENT
PAY . X. DESCRIPTION OF ITEMS UNIT TOTAL
ITEM Q j NT TY MTN SID PRICES WRITTEN IN WORDS VALUE VALUE
1. p€ 1 EA Pre4onstruotion 04%Ae Doftrs
f
and Carft per Eli S S
2. its sewer pipe(8 to 8•ft.dWh)'
DoNars
mom Cents per LF S
.sanitary Sewer pipe(8 to IM.depth)'
F Dollars
Cents per L
4- -b35 LF 24-m.sanitary sewer pipe(10 to 12-R.depth)'
r DoMos
and Cents per LF S S
5. P2 LF 214n.sanitary sewer pipe(10 to 12-1111.depth)*
Dollars
and Cents per LF S $
e. OW LF 21-in.swRary sower plea(12 to 14-R.depth)*
Dalte's
t and Cents per LF $
$
7. 18 LF 21-in.sanitarysswer plps(14 to MR.depth)*
F and Cents per LF S S
G. [ 21 LF 21-in.sanitary sewer pips(18 to 18-R.deplhr
`! QoUars
c
E and Cents per LF S S
oazoeoo_sa.o._es W+APwp 00-=1.dw PAR a—Proposal 1 Unit 3
l Addeniftm#3
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TABLE OF CONTENTS
PART A
NOTICE TO BIDDERS
COMPREHENSIVE NOTICE TO BIDDERS
SPECIAL INSTRUCTIONS TO BIDDERS
PART B
UNIT 1
MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS
PROPOSAL
CITY APPROVED PRODUCT AND METHOD
UNIT 2
MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS
PROPOSAL
CITY APPROVED PRODUCT AND METHOD
UNIT 3
MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS
PROPOSAL
CITY APPROVED PRODUCT AND METHOD
UNIT 4
MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS
PROPOSAL
CITY APPROVED PRODUCT AND METHOD
PART C
GENERAL CONDITIONS
PART Cl
SUPPLEMENTARY CONDITIONS TO PART C
PART D
SPECIAL CONDITIONS
PART DA
ADDITIONAL SPECIAL CONDITIONS
PART E
SECTION E SPECIFICATIONS
SECTION E100 - MATERIAL SPECIFICATIONS
PART F
CERTIFICATE OF INSURANCE
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
9820600_Spec5_BSD.doc i
TABLE OF CONTENTS
VENDOR COMPLIANCE TO STATE LAW
EXPERIENCE RECORD
EQUIPMENT SCHEDULE
PERFORMANCE BOND
PAYMENT BOND
MAINTENANCE BOND
PART G
CONTRACT
APPENDIX A
DETAILS
APPENDIX B
EASEMENT DOCUMENTS
TEMPORARY RIGHT-OF-ENTRY AGREEMENT
APPENDIX C
TxDOT PERMIT
APPENDIX D
TXU PERMIT
APPENDIX E
SOIL BORINGS
9820600_Specs_BSD.doc
PART A
NOTICE TO BIDDERS
COMPREHENSIVE NOTICE TO BIDDERS
SPECIAL INSTRUCTIONS TO BIDDERS
9620600 Specs_BSD.doc
NOTICE TO BIDDERS
Sealed Proposals for the following:
FOR: Main 321 and 423 Drainage Areas
Sanitary Sewer System Improvements (Units 1 -4)
Sewer Project No. PS 58-070580174710
DOE No. 2370
UNIT 1: M-321
13 EA Manholes
3,985 LF 18-in. sewer by open cut
365 LF 16-in. sewer by other than open cut
UNIT 2: M-423, Sta. 38+02 to Sta. 100+34.72
16 EA Manholes
6,233 LF 24-in. sewer by open cut
UNIT 3: M-423, Sta. 100+34.72 to Sta. 178+05.98
21 EA Manholes
1,333 LF 24-in. sewer by open cut
5,444 LF 21-in. sewer by open cut
996 LF 18-in. sewer by open cut
UNIT 4: M-423, Sta. 178+05.98 to Sta. 251+50
18 EA Manholes
6,360 LF 18-in. sewer by open cut
491 LF 15-in. sewer by open cut
80 LF 18-in. sewer by other than open cut
420 LF 16-in. sewer by other than open cut
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at
the Purchasing Office until 1:30 p.m., March 2, 2000, and then publicly opened and read aloud
at 2:00 p.m., in the Council Chambers.
Plans, Specifications and Contract Documents for this project may be obtained at the office of
the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort
Worth, Texas. One set of plans and documents will be provided for a deposit of$50.00. These
documents contain additional information for prospective bidders.
A mandatory pre-bid conference will be held on Monday, February 21, 2000, beginning at 10:00
a.m., in the City of Fort Worth Water Department Conference Room 225. It is mandatory for
prospective bidders to attend the pre-bid conference. Failure to attend shall result in the
rejection of the bid as non-responsive.
For additional information, please contact Mr. Brian Darby, P.E. at (817) 335-1121, or Mr.
Anthony Wilkins, P.E. at (817) 871-8047.
Advertising Dates:
February 3, 2000
February 10, 2000
9820800—Specs_BSD.doc A- 1
COMPREHENSIVE NOTICE TO BIDDERS
Sealed Proposals for the following:
FOR: Main 321 and 423 Drainage Areas
Sanitary Sewer System Improvements (Units 1 -4)
Sewer Project No. PS 58-070580174710
DOE No. 2370
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the
Purchasing Office until 1:30 p.m., March 2, 2000, and then publicly opened and read aloud at 2:00 p.m.
Plans, Specifications and Contract Documents for this project may be obtained at the office of the
Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A
Fifty dollar ($50.00) deposit is required for the first set of documents and additional sets may be
purchased on a non-refundable basis for Fifty dollars ($50.00) per set. These documents contain
additional information for prospective bidders.
All bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the
State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as
amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29),
prohibiting discrimination in employment practices.
Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders.
The major work on the above-referenced project shall consist of the following:
UNIT 1: M-321
13 EA Manholes
3,985 LF 18-in. sewer by open cut
365 LF 16-in. sewer by other than open cut
UNIT 2: M-423,Sta. 38+02 to Sta. 100+34.72
16 EA Manholes
6,233 LF 24-in. sewer by open cut
UNIT 3: M-423,Sta. 100+34.72 to Sta. 178+05.98
21 EA Manholes
1,333 LF 24-in. sewer by open cut
5,444 LF 21-in. sewer by open cut
996 LF 18-in. sewer by open cut
UNIT 4: M-423,Sta. 178+05.98 to Sta. 251+50
18 EA Manholes
6,360 LF 18-in. sewer by open cut
491 LF 15-in. sewer by open cut
80 LF 18-in. sewer by other than open cut
420 LF 16-in. sewer by other than open cut
Included in the above will be all other miscellaneous items of construction as outlined in the Plans and
Specifications.
A mandatory pre-bid conference will be held on Monday, February 21, 2000, beginning at 10:00 a.m., in
the City of Fort Worth Water Department Conference Room 225. It is mandatory for prospective bidders
to attend the pre-bid conference. Failure to attend shall result in the rejection of the bid as non-
responsive.
98206W_soecs_Bso.aoc A-2
COMPREHENSIVE NOTICE TO BIDDERS
The City reserves the right to reject any and/or all bids and waive any and/or all formalities. Bidders shall
not separate, detach, or remove any portion, segment, or sheets from the contract document at any time.
Bidders must complete the proposal sections and submit the complete specifications book or face
rejection of the bid as non-responsive.
AWARD OF CONTRACT: No bid may be withdrawn until the expiration of forty-nine (49) days from the
date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT
FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be
within forty-nine (49) days after this documentation is received, but in no case will the award be made
until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed
to award the contract.
Bidders are responsible for obtaining all addenda to the contract documents prior to the receipt time and
acknowledging them at the time of bid receipt. Information regarding the status of addenda may be
obtained by contacting the Department of Engineering at (817) 871-7910. Bids that do not acknowledge
all applicable addenda may be rejected as non-responsive.
SUBMISSION OF BID(S) AND AWARD OF CONTRACT(S): This document is designed as four (4)
separate contract documents and shall not be construed as being a single contract. The proposal
sections are provided as four (4) individual proposals with four (4) individual M/WBE specifications and
are arranged in units to allow prospective bidders to submit bids on one or both units. Award of
contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the
responsive low bidder on both units, a single set of contract documents consisting of all applicable units
will be created and one single award of contract shall be made. The Contractor shall comply with the
City's M/WBE Ordinance on each unit.
Construction time on all units will run concurrently. For situations involving approved contracts with
multiple units, the total allowable construction completion time period for all the units shall be the same as
the unit with the longest construction time period.
In accordance with the City of Fort Worth Ordinance No. 13471, as amended by Ordinance No. 13781,
the City of Fort Worth has goals for the participation of minority business enterprises and women
business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the
City Secretary. The bidder shall submit the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM,
and/or the GOOD FAITH EFFORT FORM ("Documentation"), as appropriate. The Documentation must be
received by the contracting department no later than 5:00 p.m., five (5) City business days after the bid
opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting
department to whom delivery was made. Such receipt shall be evidence that the Documentation was
received by the City.
Any contract or contracts awarded under this Notice to Bidders are expected to be funded in part by a
loan from the Texas Water Development Board. Neither the State of Texas nor any of its departments,
agencies, or employees are, or will be, a party to this Notice to Bidders or any resulting contract. The
contract or contracts are subject to regulations contained in 31 TAC, Chapter 363, in effect on the date
this contract is executed.
The City of Fort Worth is in the process of obtaining all the necessary rights-of-way for the construction of
the project as shown in the Plans. Copies of the easements will be provided to the Contractor either at
the pre-construction meeting or subsequently as they are acquired. Contractor will not be allowed to
commence work within the area where the City has not acquired the easement until necessary
easements are obtained.
In the event the necessary easements are not obtained, the City reserves the right to cancel the award of
contract.
9e20e00_spm_ssD.a« A-3
COMPREHENSIVE NOTICE TO BIDDERS
For additional information, please contact Mr. Brian Darby, P.E. at (817) 335-1121, or Mr.
Anthony Wilkins, P.E. at (817) 871-8047.
BOB TERRELL GLORIA PEARSON
CITY MANAGER CITY SECRETARY
ADVERTISING DATES: A. DOUGLAS RADEMAKER, P.E.
DIRECTOR
February 3, 2000 DEPARTMENT OF ENGINEERING
February 10, 2000
By: --�/76,� -
Rick Trice, P.E.
Manager, Consulting Services
W20600_Speu_SSD.doc A-4
SPECIAL INSTRUCTIONS TO BIDDERS
1. PREQUALIFICATION REQUIREMENTS: All contractors submitting bids are required to
be pre-qualified by the Forth Worth Water Department prior to submitting bids. This pre-
qualification process will establish a bid limit based on a technical evaluation and
financial analysis of the contractor. It is the bidder's responsibility to submit the following
documentation: a current financial statement, an acceptable experience record, an
acceptable equipment schedule and any other documents the Department may deem
necessary, to the Director of the Water Department at least seven (7) calendar days
prior to the date of the opening of bids.
a. The financial statement required shall have been prepared by an independent
certified public accountant or an independent public accountant holding a valid
permit issued by n appropriate State licensing agency and shall have been so
prepared as to reflect the financial status of the submitting company. This
statement must be current and not more that one (1) year old. In the case that a
bidding date falls within the time a new statement is being prepared, the previous
statement shall be updated by proper verification.
b. For an experience record to be considered to be acceptable for a given project, it
must reflect the experience of the firm seeking qualification in work of both the
same nature and technical level as that of the project for which bids are to be
received.
C. The Director of the Water Department shall be the sole judge as to the
acceptability for financial qualification to bid on any Fort Worth Water Department
project.
d. Bids received in excess of the bid limit shall be considered non-responsive and
will be rejected as such.
e. The City, in its sole discretion, may reject any bid for failure to demonstrate
experience and/or expertise.
f. Any proposals submitted by a non-pre-qualified bidder shall be returned
unopened, and if inadvertently opened, shall not be considered.
g. The City will attempt to notify prospective bidders whose qualifications (financial
or experience) are not deemed to be appropriate to the nature and/or magnitude
of the project on which bids are to be received. Failure to notify shall not be a
waiver of any necessary pre-qualification.
2. BID SECURITY: A cashier's check or acceptable bidder's bond payable to the City of
Fort Worth in an amount of not less than five percent (5%) of the largest possible total of
the bid submitted must accompany the bid, and is subject to forfeiture in the event the
successful bidder fails to execute the Contract Documents within (10) days after the
contract has been awarded. To be an acceptable surety o the bond, (1) the name of the
surety shall be included on the current U.S. Treasury, or (2) the surety must have capital
and surplus equal to ten times the limit of the bond. The surety must be licensed to do
business in the State of Texas. The amount of the bond shall not exceed the amount
shown on the treasury list or one-tenth (1/10)the total capital and surplus.
3. BONDS: A performance bond, a payment bond and a maintenance bond each for one
hundred (100%) percent of the contract price will be required, Reference C 3-3.7.
9820600_Spec5_BSD.d« A-5
SPECIAL INSTRUCTIONS TO BIDDERS
4. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort
Worth, Texas, and set forth in the Contract Documents must be paid on this project.
5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the
Proposal the City reserves the right to adopt the most advantageous construction thereof
to the City or to reject the Proposal.
6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the
City of Fort Worth will not award this contract to a nonresident bidder unless the
nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
nonresident bidder to obtain a comparable contract in the State in which the
nonresident's principal place of business is located.
"Nonresident bidder" means a bidder whose principal place of business in not in the
State of Texas, but excludes a contractor whose ultimate parent company or majority
owner has its principal place of business in the State of Texas.
This provision does not apply if this contract involves Federal funds.
The appropriate blanks of the Proposal must be filled out by all nonresident bidders in
order for the bid to meet specifications. The failure of a nonresident contractor to do so
will automatically disqualify that bidder.
8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid
within forty-five (45) calendar days after completion and acceptance by the City.
9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal
Government, Contractor covenants that neither it, nor any of its officers, members,
agents, employees, program participants or subcontractors while engaged in performing
this contract, shall, in connection with the employment, advancement or discharge of
employees in connection with the terms, conditions or privileges of their employment,
discriminate against persons because of their age except on the basis of a bona fide
occupational qualification, retirement plan, or statutory requirement.
Contractor further covenants that neither it nor its officers, members, agents, employees,
subcontractors, program participants, or persons acting on their behalf, shall specify, in
solicitations or advertisements for employees to work on this contract, a maximum age
limit for such employment unless the specified maximum age limit is based upon a bona
fide occupational qualification, retirement plan or statutory requirements.
Contractor warrants it will fully comply with the policy and will defend, indemnify and hold
City harmless against any claims or allegations asserted by third parties or
subcontractors and/or its subcontractors' alleged failure to comply with the above
referenced policy concerning age discrimination in the performance of this agreement.
10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of
1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not
unlawfully discriminate on; the basis of disability in the provision of services to the
general public, nor in the availability, terms and/or conditions of employment for
applicants for employment with or employees of Contractor or any of its subcontractors.
9820600_Specs_BSD.doc A-6
SPECIAL INSTRUCTIONS TO BIDDERS
Contractor warrants it will fully comply with the ADFA's provisions and any other
applicable Federal, State and local laws concerning disability and will defend, indemnify
and hold City harmless against any claims or allegations asserted by third parties or
subcontractors against City arising out of contractor's and/or its subcontractors; alleged
failure to comply with the above referenced Policy concerning age discrimination in the
performance of this agreement.
11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with the City of
Fort Worth Ordinance No. 13471, as amended by Ordinance No. 13781 the City of Fort
Worth has goals for the participation of minority business enterprises and women
business enterprises in City contracts. A copy of the Ordinance can be obtained from the
Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM,
PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM
("Documentation") as appropriate. The documentation must be received no later that
5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a
receipt from the appropriate employee of the managing department to whom delivery
was made. Such receipt shall be evidence that the documentation was received by the
City. Failure to comply shall render the bid non-responsive.
Upon request, Contractor agrees to provide the Owner complete and accurate
information regarding actual work performed by a Minority Business Enterprise (MBE)
and/or a Women Business Enterprise (WBE) on the contract and payment thereof.
Contractor further agrees to permit any audit and/or examination of any books, records
or files in its possession that will substantiate the actual work performed by an MBE
and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation)
and/or the commission of fraud by the Contractor will be grounds for termination of the
contract and/or initiating action under appropriate federal state or local laws or
ordinances relating to false statements. Further, any such misrepresentation (other than
a negligent misrepresentation) and/or commission of fraud will result in the Contractor
being determined to be irresponsible and barred from participating in City work for a
period of time of not less than three (3) years.
Revised 9/24/97
9e20600_spec5_esD.eoo A-7
PART B
UNIT 1
MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS
PROPOSAL
CITY APPROVED PRODUCT AND METHOD
UNIT 2
MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS
PROPOSAL
CITY APPROVED PRODUCT AND METHOD
UNIT 3
MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS
PROPOSAL
CITY APPROVED PRODUCT AND METHOD
UNIT 4
MINORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATIONS
PROPOSAL
CITY APPROVED PRODUCT AND METHOD
9820600_Specs_BSD.doc
UNIT 1
9820600 Speo_BSD.doc
Revised 06/02198
CITY OF FORT WORTH
MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is $25,000 or more, the M/WBE goals are applicable. If the total
dollar value of the contract is less than $25,000,the M/WBE goals are not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women
Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual
basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the
availability of M/WBEs that provide goods and services directly or indirectly to the City.
M/WBE PROJECT GOALS
The City's MBE/WBE goal on this project is 1 7%of the total bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE
Ordinance by either of the following:
1. Meet or exceed the above stated minimum M/WBE goals, or
2. Good Faith Effort documentation, or
3. Waiver documentation.
SUBMITTAL OR REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times
allocated, in order for the entire bid to be considered responsive to the specifications.
1. M/WBE Utilization Form: received by 5:00 p.m.,five(5)City business days after the bid
opening date,exclusive of the bid opening date.
2. Prime Contractor Waiver Form: received by 5:00 p.m.,five(5)City business days after the bid
opening date,exclusive of the bid opening date.
3. Good Faith Effort Form: received by 5:00 p.m.,five(5)City business days after the bid
opening date,exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE WILL RESULT IN THE BID
BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the M/WBE Office at(817) 871-6104.
w
9820W0_5pe=_BSD_Part8_Unit1MWBE.doc Part B-MWBE 1 Unit 1
ATTACHMENT 1A
Page 1 of 2
Ci{y of Fort Worth
Minority and Women Busirjr enterprise Specifications
MBE/W1BE UTI LIZAM. 0N
cl, rit
r!�fOMPANY NAME BID DATE
3 7 �2 fn Doi �37b
�OJECT NAME , PROJECT NUMBER
'rrY'S M/WBE PROJECT GOAL: MMBE PERCENTAGE ACHIEVED:
allure to complete this form, in its entirety with supporting documentation, and received by the Managing
epartment on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will
',suit in'the bid being considered non-responsive to bid specifications.
to undersignedbidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this
:hedule, conditioned. upon execution of.a contract with the City of Fort Worth. The intentional and/or knowing
srepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered
)n-responsive to specifications.
Company Name, Contact Name, Ceded Specify A11 Contracting Specify All Items to be Dollar Amount
Address,and Telephone No. Scope of Work(•) Supplied(*)
°° $ :
2
i
0 r 1� R G X
de r bav
n y 7ssv
r Ht k n /f)6Q�W 4�Y1
u . v r . N 9 Ra Ck
Y
IIMBEs must be located In the 9(nine)county marketplace or currently doing business In the marketplace at the time of bid.
Ipecily all areas In which MWBE's are to be utilbe►d and/or Rema to be supplied:
complain listing of Items to be supplied Is required In order to recalve credit toward the M/WBE goal.
!entity each Tier level. Tier.Means the level of subcontracting below the prime contractor/consultant,Le.,a direct payment
from the prime contractor to a subcontractor Is considered I`t tier,a payment by a subcontractor to
Its supplier Is considered 2"tier.
'IIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 6:00 p.m., FIVE (5)CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev.6!7/98
ATTACHMENT'y
Page 2 of 2
City of Fort worth
Minority and Women Business Enterprise Specifications
MBE/WBE UTILIZATION
om an Name Contact Name Certined 1�
p y Specify All Contracting Specify All Items to be Dollar Amount
Address,and Telephone No. U Scope of Work(•) Supplied(•) ki ,
z
At--,k �C) 4b PC,LL``
- /V D
/ao0 ;r
l - 1-P 3 - ,) b03
Fi /�- I
0
jidder further agrees to provide, directly to the City upon request, complete and accurate information regarding
ial work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid.
'bidder also agrees to allow an audit and/or examination of any books, records and files held by their company
will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized
:er or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for -
mating the contract or debarment from City work for a period of not less than three (3) years and for initiating
n under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and
Les a material breach of contract may result in a determination of an irresponsible offeror and barred from
facipating in City work for a period of time not less than one (1)year.
ALLl s UST BE CERTIFIED BY THE CITY BEFORE CONTRACT WARD
G
ZL J GC r d l J Sc K Z
nn ed S ign�jure OtL4j Printed Signature
i/ `�J
Contact Name and Title (if different)
R e
/ C dns`�ruc,fi,��
tjy Na a Telephone Number(s)
3 a '9/,' - a 3- iZ -3
Fax Number t
itate0p Code Date
i FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE(5)CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev.817!98
PROPOSAL
TO: Mr. Bob Terrell
City Manager
Fort Worth, Texas
FOR: Main 321 and 423 Drainage Areas
Sanitary Sewer System Improvements
Sewer Project No. PS 58-070580174710
DOE No. 2370
Unit 1
Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the
plans, specifications and the site, understands the amount of work to be done, and hereby
proposes to do all the work and furnish all labor, equipment and materials necessary to fully
complete all the work as provided in the plans and specifications and subject to the inspection
and approval of the Director, Department of Engineering of the City of Fort Worth.
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract
and furnish Performance, Maintenance Bond, and Payment Bond approved by the City of Fort
Worth for performing and completing the sewer construction work within the time stated and for
the following sum, to-wit:
SEWER MAIN REPLACEMENT
PAY APPROX. DESCRIPTION OF ITEMS UNIT TOTAL
ITEM QUANTITY WITH BID PRICES WRITTEN IN WORDS VALUE VALUE
1. 209 LF 18-in,sanitary sewer pipe(6 to 8-ft.depth)'
Dollars 00 00
and /nCJ Cents per LF $ 2c7 $ SZ�S
2. 1,617 LF 18-in.sanitary sewer pipe(8 to 10-ft.depth)'
—;419» -vol% Dollars O
and m4) Cents per LF $ 00 $
3. 1,921 LF 18-in.sanitary sewer pipe(10 to 12-ft.depth)'
.4Gtxin a t dZI J'1-.Z Dollars 04
DO
and /Yy) Cents per LF $ 2 9 $ SS709
4. 238 LF 18-in.sanitary sewer pipe(12 to 14-ft.depth)'
/L, 0 Dollars ®® OG
and /YID Cents per LF $X07 $ 7w0/16
5. 365 LF 16-in.DIP sanitary sewer pipe by other than open cut with
30/-in.steel ca ing pipe and stainless steel casing spacers
0ud=&Q�7,J'�, -A4,tA-P Dollars O U 00
and /hCG Cents per LF $ 3b� 7 $
6. 1 EA 4-in.sanitary sewer service tap
rs cifo o� Dollars
0o a0
nd �L� Cents per EA $ yD D $ 7 DO
7. 1 EA 6-in.sanitary ewer service tap
_Z115K Dollars D G O C�
//
and -1)-7'1 Cents per EA $ (�O D $ &#'o a
"Contractor must complete the following"City Approved Product'form
9820600_Specs_BSD Pang Unit1Prw_0"201.doc Part B- Proposal 1 Unit 1
PROPOSAL
PAY APPROX. DESCRIPTION OF ITEMS UNIT TOTAL
ITEM QUANTITY WITH BID PRICES WRITTEN IN WORDS VALUE VALUE
8. 3,985 LF Trench safety system for trenches(depth>5-ft.)
O'rw Dollars
00 06
r and e ' Cents per LF $
9. 13 EA Standard 4-ft.diameter SSMH(to 641.depth)
ekoa�,�d ro Ae� Dollars oG oG
ander Cents per EA $ $
10. 64 VF 4-ft.diameter
-extra depth for SSMH
1� /� Dollars o G oo
and 1171 Cents per VF $ 9Q $ S760
11. 1 EA Bolted wa rtight manhole lid
Dollars
and Cents per EA $
12. 1 EA Watertightmp8nhole insert for SSMH
C W, I/ Dollars OQ
oc-
and Cents per EA $ IQQ
13. 11 EA Lockingsta' less steel manholg insert for SSMH
&nw .6!- r Dollars CC) Q
and Cents per EA $ /S0 $ �ps�
14. 13 EA Concrete collars for SSMH
;� Dollars 0 O
and Cents per EA $ $
15. 13 EA Vacuum test S MH
Dollars 00
p
and s Cents per EA $ $ I XTO
16. 765 LF Permanent asphalt pavement repair per Fig.4
® Z, __Z_ Dollars6 ''// Q G
and /YLO Cents per LF $ $
17. 3,244 LF HydromulcV�
C
Da
Dollars G
and Cents per LF $3 $
18. 4,350 LF Post-costruction TV inspection of sanitary sewer
� Dollars 00 7 o G
and . 7 ZE Cents per LF $ p? $�T6D
TOTAL AMOUNT BID-SEWER MAIN REPLACEMENT $L.1:?97:7k 7 4'7 O U
Contractor must complete the following"City Approved Product'form
9820600_spea_BSD Part8_Unit1PM_0M201.doc Part B- Proposal 2 Unit 1
PROPOSAL
CITY APPROVED PRODUCT FOR*
*CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED
Standard Spec No. Size
E1-31 4" through 30"
E1-25 4"through 15"
E1-27 4" through 15"
E1-28 18"through 27"
E100-2 18"through 48"
Consult with "City of Fort Worth, Texas Standard Product List" to obtain the Generic/Trade
Name and the Manufacturer for the pipes listed above.
Failure to provide the information required above may result in rejection of bid as non-
responsive.
Only products listed above will be allowed for use in this project. Any substitutions shall result in
rejection of bid as non-responsive.
98201300_8pec_BSD_Part8_Unit1Prop_00-0201.doc Part B -Proposal 3 Unit 1
PROPOSAL
Within ten (10) days of notification by City, the undersigned will execute the formal contract and
deliver an approved Surety Bond and such other bonds as required by the Contract Documents,
for the faithful performance of this Contract. The attached bid security in the amount of
$ is to become the property of the City of Fort Worth, Texas, in the event
the contract and bond or bonds are not executed and delivered within the time above set forth
as liquidated damages for the delay and additional work caused thereby.
The undersigned bidder certified that he has obtained at least one set of the General Contract
Documents and General Specifications for Water Department Projects dated January 1, 1978,
and that he has read and thoroughly understands all the requirements and conditions of those
General Documents, and the specific Contract Documents and appurtenant plans.
The undersigned assures that its employees and applicants for employment and those of any
labor organization, subcontractors, or employment agency in either furnishing or referring
employee applicants to the undersigned are not discriminated against as prohibited by the terms
of City Ordinance No. 7278 as amended by the City Ordinance No. 7400.
The Bidder agrees to begin construction within 10 calendar days after issue of the work order,
and to complete the contract within 120 calendar days after beginning construction as set forth
in the written work order to be furnished by the Owner. The work order will be issued no later
than 90 days after the award of contract.
A. The principal place of business of our company is in the State of
Non-resident bidders in the State of , our principal place of business, are
required to be percent lower than resident bidders by state law. A copy of the
statute is attached.
Non-resident bidders in the State of , 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.
Receipt is acknowledged of the following addenda:
Addendum No. 1 (initials) ,
Addendum No. 1 (initials) 0V f
Addendum No. 1 (initials) t
Respectfully submitted,/ 1 c Aa
ZJ////a/." TSc
C111c/e C Cons
,
Name: a in
Title:
Address: 14!�'Q
(SEAL) if Bidder is Corporation k/ I-�q; lel/Z�D
Date: 3' _ 4 D Telephone:
9820600 Specs_BSO PartB_UnitlPmp_00-0201.d« Part B-Proposal 4 Unit 1
UNIT 2
Revised 08/02/98
CITY OF FORT WORTH
MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is $25,000 or more, the M/WBE goals are applicable. If the total
dollar value of the contract is less than $25,000,the M/WBE goals are not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women
Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual
PM basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the
availability of M/WBEs that provide goods and services directly or indirectly to the City.
M/WBE PROJECT GOALS
The City's MBE/WBE goal on this project is 24%of the total bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's MIWBE
Ordinance by either of the following:
1. Meet or exceed the above stated minimum M/WBE goals, or
2. Good Faith Effort documentation, or
3. Waiver documentation.
SUBMITTAL OR REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times
allocated, in order for the entire bid to be considered responsive to the specifications,
1. M/WBE Utilization Form: received by 5:00 p.m.,five(5)City business days after the bid
opening date,exclusive of the bid opening date.
2. Prime Contractor Waiver Form: received by 5:00 p.m.,five(5)City business days after the bid
opening date,exclusive of the bid opening date.
3. Good Faith Effort Form: received by 5:00 p.m.,five(5)City business days after the bid
opening date,exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE WILL RESULT IN THE BID
BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the M/WBE Office at(817) 871-6104.
9e20600_Spe=_BSD PartA_Urit2MVVBE.doc Part B- MWBE 1 Unit
ATTACHMENT 1A
Pagel of 2
City of Fort Worth
Minority and Women Business EnteUvrisASpecifications
MBE/WBE UTIOA%5 N`/C F W
31 COMPANY NAME BID DATE
2/n SOF �3�b
�ECT NAME ��n''/tel �.� PROJECT NUMBER
TI 1"S M/WBE PROJECT GOAL: MMBE PERCENTAGE ACHIEVED: I
diure to complete this form, in its entirety with supporting documentation, and received by the Managing
apartment on or before 5:00 p.m. five(5).,City business days after bid opening,'exclusive of bid opening.date, will
suit in'the bid being considered non-responsive to bid specifications.
e undersignedbidder.agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this
hedule, 'conditioned. upon execution*of.a contract with the City of Fort Worth. The intentional and/or knowing
3representation of facts is grounds for consideration of disqualification and will result in the bid being considered
n-responsive to specifications.
:ompany Name, Contact Name, I Certified Specify All Contracting Specify All Items to be DollarAmount
Address,and Telephone No. Scope of Work(•) Supplied(*)
►-
05 �m
z r-
z
/ ®®����
/Y)G(•il q ctv J 4 n d
�.3 3 3 X00
---- a�v r
.5,;z 3
C.
r ' N Y W�X.tM q 9 C 33 V00
a.� '
ArBEs must be located In the 9(nine)county marketplace or currently doing business In the marketplace at the time of bid.
Ocify all arras In which MWBE`s are to be utilized andfor Items to be supplied:
ornplets Ilsdng of Items to be supplied is required In order to receive credit toward the MMIBE goal.
ntHy each Tier level. Tier.Means the level of subcontracting below the prime contractor/consultant,Le.,a direct payment
from the prime contractor to a subcontractor Is considered 1"tier,a payment by a subcontractor to
its supplier Is considered 2"'tier.
FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 6:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev.6IV98
ATTACHMENT�9
Page 2 of g
City of Fort Worth :L
Minority and Women Business Enterprise Specifications
MBE/WBE UTILIZATION
'4
ompany Name, Contact Name, CertIfled Specify All Contracting Specify All Items to be Dollar Amount
Address, and Telephone No. F Scope of Work(•) Supplied(')
4AC
3 - 160
.. Aj (y IC X91 f v{C /�Ca
P9 4 V er_
)idder further agrees to provide, directly to the City upon request, complete and accurate information regarding
1 work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid.
Bidder also agrees to allow an audit and/or examination of any books, records and files held by their company
All substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized -
r or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for -
kating the contract or debarment from City work for a period of not less than three (3) years and for initiating
under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and
�s a material breach of contract may result in a determination of an irresponsible offeror and barred from
ipating in City work for a period of time not less than one (1)year.
ALL MBFs d s MVtj BE CERTIFIED BY THE CITY BEFORE CONTRACT,aWARD
a rd
iced Signre Printed Signature
Contact Name and Title (if different)
r c /C C� rd n.se' 4y-- VA
7y Na a Telephone Number(s)
y 171D 7 -a �'Z -3
s Fax Number
Ve/Zip Code Date
FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 6:00 p.m.,FIVE(5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE �:'•
Rev.
PROPOSAL
TO: Mr. Bob Terrell
City Manager
Fort Worth, Texas
FOR: Main 321 and 423 Drainage Areas
Sanitary Sewer System Improvements
Sewer Project No. PS 58-070580174710
DOE No. 2370
Unit 2
Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the
plans, specifications and the site, understands the amount of work to be done, and hereby
proposes to do all the work and furnish all labor, equipment and materials necessary to fully
complete all the work as provided in the plans and specifications and subject to the inspection
and approval of the Director, Department of Engineering of the City of Fort Worth.
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract
and furnish Performance, Maintenance Bond, and Payment Bond approved by the City of Fort
Worth for performing and completing the sewer construction work within the time stated and for
the following sum, to-wit:
SEWER MAIN REPLACEMENT
PAY APPROX. DESCRIPTION OF ITEMS UNIT TOTAL
ITEM QUANTITY WITH BID PRICES WRITTEN IN WORDS VALUE VALUE
1, 720 LF 24-in.sanitary sewer ip (6 to 84 depthp c
Dollars
and �a� Cents per LF $ 33 oa U
2. 1,989 LF 244n.sanitary sewer pipe(8 to 10-ft.depth)*
Dollars 00
and /Y'�> Cents per LF $ 00 s476-26
3. 332 LF 244n.sanitary sewer pipe(10 to 12-ft.depth)'
-Z_Z,1C Dollars 60
and /l'+�� Cents per LF $ 3� $ 9So?�
4. 1,545 LF 24-in.s4nitary sewer pipe(12 to 144 depthp
_2� �uM 2 Dollars O O 00
and Cents per LF $ 39 $
5. 969 LF 24-in.sanitary sewer pipe(14 to 164 depth)'
it Dollars0 0 O
Cents per LF $ $ 9�
6. 678 LF 24-in.sanitary sewer pipe(16 to 18-ft.depth)'
Dollars y7 p G 6
and Cents per LF $ $31,2'6
7. 1 EA 4-in.sanitary sewer seenrice tap
Dollars 00 00
and Cents per EA $JDD $306
Contractor must complete the following"City Approved Product'form
9e20600_Specs_BSO_PartB Unit2Prop_00.0224.doc Part B-Proposal 1 Unit 2
Addendum#2
" PROPOSAL
PAY APPROX. DESCRIPTION OF ITEMS UNIT TOTAL
ITEM QUANTITY WITH BID PRICES WRITTEN IN WORDS VALUE VALUE
8. 1 EA 6-in.sanitary sei er service tap
Dollars
a � Cents per EA $ oo 00 $ you 00
9. 6,233 LF Trench safety system for trenches(depth>5-ft.)
O-y'k-e Dollars OG
00
and iYsD Cents per LF $ $ 233
10. 16 EA Standard 5-ft.diameter SSMH(to 6-ft.depth)
(9'Y1? ► _Q t l Ilars 00 00
and Cents per EA $1600 $ ,5-600
11. 106 VF 5-ft.diamet r extra depth for SSMH
Dollars 00 00
and Cents per VF $ d $ ()
12. 7 EA Bolted waterlight manhole lid
Dollars 00
and /Yz{) Cents per EA $ /,SO 00
$ le sd
- 13. 9 EA Locking stat less steel manhole insert for SSMH
Dollars 60 0
and /)'r-C� Cents per EA $ 150 $ 1350
14. 16 EA Concrete collars for SSMH
,1� �r z�� Dollars 00 O6
and /nth Cents per EA $ Z5-0 $ 60 0
15. 16 EA Vacuum test S MH
Dollars OO 06
and Cents per EA $ 1S0 $ 1/0 6
16. 10 LF Perman nt asphalt pavement repair per Fig.4
Dollars 00 o6
and Cents per LF $ $ 35-6
17. 215 LF Concrete encasement
Ali.— � Dollars 06
j 60
and 4:n'T<' Cents per LF $ $
18. 128 SY 15 to 18-in.r k rip-rap
Z (O 4 r �P Dollars 00 O
and /Yrs Cents per SY $ �S` $
19. 6,233 LF Hydrom Ich seeding
� Dollars OG QJ
and zywj Cents per LF $9 $ /00(o/
20. 6,233 LF Post-cons ction TV inspection of sanitary sewer
Dollars 00 //L 06
and /� ) Cents per LF $ ;2 $
TOTAL AMOUNT BID-SEWER MAIN REPLACEMENT $33?7 ,PO 00
* Contractor must complete the following "City Approved Product'form
9820600_Specs_BSD PartB Unit2Prop_OM224.doc Part B- Proposal 2 Unit 2
Addendum#2
PROPOSAL
CITY APPROVED PRODUCT*
*CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED
Standard Spec No. Size
E1-31 4" through 30"
E1-25 4" through 15"
E1-27 4" through 15"
✓ E1-28 18" through 27"
E100-2 18" through 48"
Consult with "City of Fort Worth, Texas Standard Product List" to obtain the Generic/Trade
Name and the Manufacturer for the pipes listed above.
Failure to provide the information required above may result in rejection of bid as non-
responsive.
Only products listed above will be allowed for use in this project. Any substitutions shall result in
rejection of bid as non-responsive.
9820600_Spem_BSD PartB_Unil2Prop 00-0224.Coc Part B- Proposal 3 Unit 2
Addendum#2
PROPOSAL
Within ten (10) days of notification by City, the undersigned will execute the formal contract and
deliver an approved Surety Bond and such other bonds as required by the Contract Documents,
for the faithful performance of this Contract. The attached bid security in the amount of
$ is to become the property of the City of Fort Worth, Texas, in the event
the contract and bond or bonds are not executed and delivered within the time above set forth
as liquidated damages for the delay and additional work caused thereby.
The undersigned bidder certified that he has obtained at least one set of the General Contract
Documents and General Specifications for Water Department Projects dated January 1, 1978,
and that he has read and thoroughly understands all the requirements and conditions of those
General Documents, and the specific Contract Documents and appurtenant plans.
The undersigned assures that its employees and applicants for employment and those of any
labor organization, subcontractors, or employment agency in either furnishing or referring
employee applicants to the undersigned are not discriminated against as prohibited by the terms
of City Ordinance No. 7278 as amended by the City Ordinance No. 7400.
The Bidder agrees to begin construction within 10 calendar days after issue of the work order,
and to complete the contract within 120 calendar days after beginning construction as set forth
in the written work order to be furnished by the Owner. The work order will be issued no later
than 90 days after the award of contract.
A. The principal place of business of our company is in the State of
Non-resident bidders in the State of , our principal place of business, are
required to be percent lower than resident bidders by state law. A copy of the
statute is attached.
Non-resident bidders in the State of , 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.
Receipt is acknowledged of the following addenda:
Addendum No. 1 (initials) &�9S
Addendum No. 1 (initials) ��
Addendum No. 1 (initials) ld�f RCipr�cC�P mClSbett
tl'o �u
C011511Or.IC-4c h
By: ` ) /
Name:
Title: e S
Address: /'&10 970'; LV' /5�03�
(SEAL) if Bidder is Corporation D f` (_/O X��i
Date: Telephone: / 7 - Q 3
9820600 Sperm BSD PartB—Unit2Prop 00-0224.doc Part B - Proposal 4 Unit 2
Addendum #2
UNIT
W20600_SP=—WD.dx