R97-088RESOLUTION NO. R97-,~
A RESOLUTION OF THE CITY COMMISSION OF THE
CITY OF BOYNTON BEACH, FLORIDA, AUTHORIZING
THE MAYOR AND CITY CLERK TO EXECUTE A JOINT
PARTICIPATION/FUNDING AGREEMENT BETWEEN
THE CITY OF BOYNTON BEACH, FLORIDA AND PALM
BEACH COUNTY, FLORIDA, PROVIDING FOR JOINT
PARTICIPATION AND PROJECT FUNDING WITH
RESPECT TO UTILITY ADJUSTMENT AND
RELOCATION AND THE CONSTRUCTION OF A 12-
INCH WATER MAIN EXTENSION FROM LAWRENCE
ROAD WEST TO WINDWARD PASSAGE IN
CONNECTION WITH THE CONSTRUCTION OF
GATEWAY BOULEVARD FROM MILITARY TRAIL TO
CONGRESS AVENUE, PALM BEACH COUNTY
PROJECT NO. 93502; AND PROVIDING AN
EFFECTIVE DATE.
WHEREAS, Gateway Boulevard is unique as a City neighborhood collector
street, connecting to an Interstate 95 interchange; and
WHEREAS, Palm Beach County will begin improvements to Gateway
Boulevard, including widening, west of Congress Avenue in the City of Boynton
Beach; and
WHEREAS, said improvements require adjustments to water and sewer
utilities situated within the public right-of-way; and
WHEREAS, in addition to relocation requirements, the City has requested
that the County construct a 12-inch water main extension from Lawrence Road
westward to Windward Passage in accordance with the Water and Wastewater
Master Plan (1989), for the purposes of improving system reliability and fire flow
· otection; and
WHEREAS, funding for this agreement is being taken from the Renewal and
Replacement fund and the 1990 Water and Sewer Revenue Bond; and
WHEREAS, the City and the County desire to enter into a joint participation
and funding agreement for utility adjustment and relocation and the construction of
a 12-inch water main, said work to be completed in connection with the construction
of Gateway Boulevard from Military Trail east to Congress Avenue, otherwise
known as Palm Beach county Project No.93502; and
WHEREAS, the City Commission of the City of Boynton Beach has
determined that it is in the best interests of the public to enter into said joint
participation and funding agreement with the County.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
THE CITY OF BOYNTON BEACH, FLORIDA, THAT:
Section 1. The City Commission of the City of Boynton Beach, Florida
does hereby authorize and direct the Mayor and City Clerk to execute a Joint
Participation/Funding Agreement Palm Beach County, Florida, providing for the
utility adjustment and relocation and the construction of a 12-inch water main
extension from Lawrence Road to Windward Passage, in connection with the
construction of Gateway Boulevard from Military Trail east to Congress Avenue,
Palm Beach County Project No. 93502, said Agreement being attached hereto as
Exhibit "A".
Section 2,,
This Resolution shall become effective immediately upon
passage.
PASSED AND ADOPTED this L.~ day of June, 1997.
ATTEST:
CEy Clerk
(CorporaLg
S :ca\wp\R e =~z~\~terlocal\Gate~'U~
5/23i97
%
CITY OF BOYNTON BEACH, FLORIDA
Vice/~, yor ..-~ ~ ~ ,
C~n~missione~-/,/~,~/ _ / ~
C~~ioner / '
Commissioner ~
E
Department of Engineering
and Public Works September 9, 1997
PO Box 21229
West Palm Beach, FL 33416 -1229
(561) 684 -4000 City of Boynton Beach
http /lwwwco palm -beach fl us 100 East Boynton Beach Boulevard
Boynton Beach, FL 33435
Attn Mr Pete Mazzella, Assistant Director of Utilities
•
RE JOINT PROJECT PARTICIPATION/FUVDING AGREEMENT IN THE
CONSTRUCTION OF GATEWAY BOULEVARD FROM MILITARY
Palm Beach County TRAIL TO CONGRESS AVENUE
Board of County PALM BEACH COUNTY PROJECT NO 93502
Commissioners
Burt Aaronson, Chairman Dear Mr Mazzella
Maude Ford Lee, Vice Chair
Enclosed is an executed agreement for the above referenced project approved by
Karen T Marcus the Boaid of County Commissioners on August 19, 1997
Carol A Roberts
Warren H Newell
Sincerely,
Mary McCarty
Ken L Foster - -� - - --
Omelio A Fernandez, P E , Director
Engineering & Public Works Operations
County Administrator
Robert Weisman, PE � AF) •� -
pc Edwin A Jack, P E , Deputy County Engineer
Tanya N McConnell, P E , Program Manager, Roadway Production Div
Marlene Everitt, Assistant County Attorney -w /attach
Carl Miller, Director, Construction Coordination -w /attach
Evelyn Allen, Director, Administrative Services - w/attach
Carl Hussey, P E , Utility Coordinator, Roadway Production -w /attach
Joseph F Bergeron, CPA, Capital Budget Manager /OFMB
H \ROADWAY\AGRMT 93502 EXE
An Equal Opportunity
Affirmative Action Employer"
E I�
O pnnted on recycled paper
Agenda Item #: 3 -C -12
PALM BEACH COUNTY
BOARD OF COUNTY COMMISSIONERS / e — q — /003 -.b
AGENDA ITEM SUMMARY ,Q f/) to
Meeting Date: August 19, 1997 [XI Consent [ ] Regular
[ 1 Workshop [ [ Public Hearing
Department:
Submitted By: Engineering & Public Works
Submitted For: Roadway Production Division
PROJECT #93502
I. EXECUTIVE BRIEF
A. Motion and Title: Staff Recommends Motion to Approve:
A A Joint Project Participation/Funding Agreement with the City of Boynton Beach
(City) for the utility construction to be incorporated into the County's construction
of Gateway Boulevard from Military Trail to Congress Avenue
B A $1 47,981 budget amendment in the Road Impact Fee Fund Area H recognizing
reimbursable utility funding by City of Boynton Beach for the Gateway Boulevard
project (Military Trail to Congress Avenue) and transferring those funds to Road
Program Sweep Reserves
B. Summary:
A As part of the County's Gateway Boulevard project, the County and the City desire
to coordinate the utility adjustments, water main and sanitary main construction
within the right -of -way The City agrees to reimburse the County for the cost of the
utility adjustments, water main and sanitary main construction Bid tabulation is
enclosed as Attachment - A" The total estimated costs for the utility construction,
as stated in Attachment "B ", are $147,981 Continued on Page 3
District: 3 (M.E.)
C. Background and Justification:
A The City agrees to pay directly to the County all costs attributable to the utility
construction of those City owned improvements for Gateway Boulevard from Military
Trail to Congress Avenue Continued on Page 3.
D. Attachments:
1. Location Sketch
2. Joint Project Participation Agreements (with attachments A & B) (3)
3. Budget Amendment
4. Budget Availability Statement
Recommended by: AI .. _ . " _ • /L 4 %4
Division Director Date a I
Approved By: 4 T I 0. `7 Z / / ¶i 1
Cou Engineer ate
II. FISCAL IMPACT ANALYSIS
A. Five Year Summary of Fiscal Impact:
Fiscal Years 1997 1998 1999 2000 2001
Capital Expenditures $147,981 _ 0 0 _0_
Operating Costs _ _ 0 _ 0 _
External Revenues S147,981 0 0 0 0
Program Income (County) _0 _ 0 _ 0
In -Kind Match (County) __0 _ 0 ! 0 _ 0
NET FISCAL IMPACT 0 0 0 0 0
# ADDITIONAL FTE _0_ 0 0 0 0
POSITIONS (Cumulative)_0 _ _ _ _
Is Item Included In Current Budget? Yes No X
Budget Account No.: Fund 368 Agency 361 Org. 0400 RevSrc /Obj 6551/6994
Reporting Category
B. Recommended Sources of Funds /Summary of Fiscal Impact:
Road Impact Fee Area H Fund
Gateway Boulevard - Military Trail to Congress Avenue
This item requires a budget amendment/transfer as attached When the construction contract
was approved and funded (6/3/97), the amount of participation from the City of Boynton
Beach was not known The actual agreement is for $147,981 50 This amendment
incorporates $147,981 into the budget Since this project has been completely funded from
Road Program Reserves, the $147,981 is being transferred to sweep reserves
C. Departmental Fiscal Review:
111. REVIEW COMMENTS
A. OFMB Fiscal and /or Contract Dev. and Control C ments:
OFMB Co tract Dev. and( ntrol
1l" 1 Oontract complies w our contras.
B. Legal Sufficiency: slew requirements. _
As sista Attorney
VIS/i?
stant County y
C. Other Department Review:
Department Director
This summary is not to be used as a basis for payment.
H AY\AIS193502- BB.AIS -2
B. Summary: Continued from Page 1
A This agreement will allow the City's utility construction improvements to occur as a
component of the County's construction The City will pay all construction costs
associated with the utility work and perform all construction inspection of their work.
B. This Budget Amendment is necessary to reflect the funding by the City of Boynton
Beach for the utility improvements to be incorporated into the County's construction
of Gateway Boulevard from Military Trail to Congress Avenue.
C. Background and Justification: Continued from Page 1
A The inclusion of this utility construction, along with the roadway construction, will
facilitate coordination and minimize disruption by accomplishing both roadway and
utility work concurrently.
B. The construction contract for this project was approved by the Board June 3, 1997
- 3 -
R97 -1003D
AGREEMENT BETWEEN PALM BEACH COUNTY, FLORIDA
AND
THE CITY OF BOYNTON BEACH
FOR JOINT PARTICIPATION AND PROJECT FUNDING IN CONSTRUCTION OF
GATEWAY BOULEVARD FROM MILITARY TRAIL TO CONGRESS AVENUE
PALM BEACH COUNTY, FLORIDA
PALM BEACH COUNTY PROJECT NO. 93502
THIS AGREEMENT, made and entered into this day
of A 1G 1 9 1997 1997, by and between PALM BEACH COUNTY, a political subdivision
in the State of Florida, herein referred to as "COUNTY" and the CITY OF BOYNTON BEACH,
a municipal corporation of the State of Florida, hereinafter referred to as the "CITY ".
WITNESSETH:
WHEREAS, the COUNTY intends to construct improvements to Gateway Boulevard
from Military Trail to Congress Avenue , hereinafter "PROJECT "; and
WHEREAS, the CITY desires to construct water distribution and or sewage transmission
systems, utility adjustments and other utility system improvements, hereinafter
IMPROVEMENTS; and
WHEREAS, COUNTY and CITY desire to jointly participate in the construction of the
IMPROVEMENTS and the PROJECT in order to make the best use of COUNTY and CITY
' resources and to minimize disruption to the traveling public, and
WHEREAS, Section 163 01, Florida Statutes, allows governmental units to make the
most efficient use of their powers by enabling them to cooperate with other localities on a basis of
mutual advantage and thereby provide services and facilities that will harmonize geographic,
economic, population and other factors influencing the needs and development of local
communities; and
WHEREAS, both COUNTY and CITY declare that it is in the public interest that the
"IMPROVEMENTS" be constructed with the "PROJECT ", and
NOW, THEREFORE, for and in consideration of the mutual covenants contained herein,
the Parties agree as follows:
1
1
iR
AGREEMENT WITH THE CITY OF BOYNTON BEACH
1. The purpose of this Agreement is to clarify the parties' roles and obligations
regarding procurement, construction and funding of CITY's IMPROVEMENTS to be
constructed in conjunction with the PROJECT.
2. The CITY agrees to fund and pay directly to the COUNTY costs attributable to
construction of the "IMPROVEMENTS" along the right -of -way of the PROJECT as outlined and
shown in the Bid Documents for Palm Beach County Project #93502.
3. Said cost for the IMPROVEMENTS is (ONE HUNDRED FORTY SEVEN
THOUSAND NINE HUNDRED EIGHTY ONE AND FIFTY CENTS) ($147,981.50), in
accordance with the attached bid tabulation (Attachment "A ") and summary of the
'' IMPROVEMENTS (Attachment "B ").
4. Costs shall be adjusted upon actual contract costs at completion of the project using
contract unit prices and actual constructed quantities. Said quantities being measured by the Palm
Beach County Engineering and Public Works Department in conjunction with the CITY's
Consulting Engineer.
5. The CITY agrees to remit payment as set forth in Paragraphs 1 through 3 above
within thirty (30) days of receiving written notice from the COUNTY that payment is required.
6. The COUNTY is to be responsible for administering the funds in accordance with
this Agreement.
7. The CITY is to be responsible for, and agrees to provide or cause to be
performed all inspection services during construction of the IMPROVEMENTS, including
certification of the IMPROVEMENTS.
8. The COUNTY shall obtain CITY approval for any change orders which increase
11 the cost attributable to the construction of IMPROVEMENTS in an amount greater than the
contract amount as stated in Paragraph 3 of this Agreement. The CITY shall notify COUNTY of
the its intent to approve or deny the change order within ten (10) working days of COUNTY's
`I notice to CITY of the necessity for a change order relating to the IMPROVEMENTS. The CITY
shall be responsible for any costs caused by the CITY's delays including but not limited to
o � I
11 PROJECT delays.
; d
2
f i
I f
AGREEMENT WITH THE CITY OF BOYNTON BEACH
9 In the event that additional IMPROVEMENTS and funding is required, for the
satisfactory completion of the IMPROVEMENTS, the additional cost attributable to the
construction of the IMPROVEMENTS, as outlined in the specifications for this project, is the
responsibility of the CITY. In the event of an under run attributable to said construction of the
IMPROVEMENTS, the CITY will be credited the excess amount.
10 The parties to this agreement shall not be deemed to assume any liability for the
negligent or wrongful acts or omissions of the other party. Nothing contained herein shall be
construed as a waiver by either party of the liability limits established in Section 768.28, Florida
Statutes. Liability for injury to personnel and the loss or damage of equipment shall be borne by
the party employing such personnel or owning such equipment.
11. In the event a claim or lawsuit is brought against the COUNTY its officers,
employees, servants, or agents, CITY agrees without waiver of limitation as provided for in
Section 768.28, Florida Statutes, and to the extent permitted by law to indemnify and hold
harmless the COUNTY, its officers, employees, servants or agents from and against any claims,
losses, demands, damages, liabilities or causes of action of whatsoever kind or nature that the
COUNTY, its officers, employees, servants or agents may or could sustain as a result of or
emanating out of the terms and conditions contained in this Agreement whether arising out of any
act, omission or fault whether active or passive of the COUNTY or anyone acting under its
direction or control, or on its behalf in conjunction with or incidental to the performance of this
Agreement.
12. In the event a claim or lawsuit is brought against the CITY, its officers, employees,
servants, or agents, COUNTY agrees without waiver of limitation as provided for in Section
768.28, Florida Statutes, and to the extent permitted by law to indemnify and hold harmless the
CITY, its officers, employees, servants or agents from and against any claims, losses, demands,
damages, liabilities or causes of action of whatsoever kind or nature that the CITY, its officers,
employees, servants or agents may or could sustain as a result of or emanating out of the terms
and conditions contained in this Agreement whether arising out of any act, omission or fault
whether active or passive of the COUNTY or anyone acting under its direction or control, or on
its behalf in conjunction with or incidental to the performance of this Agreement.
3
IB
AGREEMENT WITH THE CITY OF BOYNTON BEACH
13. All provisions of this Agreement calling for the expenditure of ad valorem tax
money by either COUNTY or CITY are subject to annual budgetary funding and should either
Party involuntarily fail to fund any of their respective obligations pursuant to this Agreement, this
Agreement may be terminated. However, once the construction of IMPROVEMENTS
commences this Agreement shall be binding upon the parties and shall no longer be contingent
upon the availability of funds for the proposed IMPROVEMENTS. The CITY shall not have the
right to terminate this Agreement for the reason that sufficient funds are not available for the
IMPROVEMENTS. Further, once the COUNTY commences construction of
IMPROVEMENTS, the IMPROVEMENTS shall be prosecuted to completion, unless the CITY
notifies the COUNTY in writing that further work on the IMPROVEMENTS shall cease. In that
event the CITY shall be responsible for all costs incurred relating to the IMPROVEMENTS.
14. Any and all notices required or permitted to be given hereunder shall be deemed
received three (3) days after same are deposited in U.S Mail sent via certified mail, return receipt
requested.
All notice to the CITY shall be sent to:
City of Boynton Beach
100 East Boynton Beach Boulevard
Boynton Beach, F133435
Attn: Pete Ma7zella, Assistant Director of Utilities
All notice to the COUNTY shall be sent to:
George T. Webb, P.E., County Engineer
Engineering and Public Works Department
P.O. Box 21229
West Palm Beach, FL 33416 -1229
Attn: Roadway Production
15. Any costs or expenses, including reasonable attorney's fees, associated with the
i 4
', enforcement of the terms and conditions of this Agreement shall be borne by the respective parties
provided, however, that this clause pertains only to the parties to this Agreement.
16. Except as expressly permitted herein to the contrary, no modification, amendment
or alteration in the terms or conditions contained herein shall be effective unless contained in a
written document executed with the same formality and equality of dignity herewith.
4
i
AGREEMENT WITH THE CITY OF BOYNTON BEACH
17. This Agreement shall be construed and governed by the laws of the State of
Florida. Any and all legal action necessary to enforce this Agreement shall be held in Palm Beach
County. No remedy herein conferred upon any party is intended to be exclusive of any other
remedy and each and every such remedy shall be cumulative and shall be in addition to every
other remedy given hereunder or now or hereinafter existing at law or in equity or by statute or
otherwise. No single or partial exercise by any party of any right, power or remedy hereunder
shall preclude any other or further exercise thereof.
18. The preparation of this Agreement is considered a joint effort of the parties and the
resulting document shall not solely as a matter of judicial constraint be construed more severely
against one of the parties than the other.
19. The COUNTY and the CITY agree that no person shall on the grounds of race,
' color, sex, national origin, disability, religion, ancestry, marital status or sexual orientation be
excluded from the benefits of or be subjected to any form of discrimination under any activity
carried out by the performance of this Agreement.
20. In the event that any section, paragraph, sentence, clause or provision hereof is
held invalid by a court of competent jurisdiction, such holding shall not affect the remaining
' portions of this Agreement and the same shall remain in full force and effect.
21. This Agreement represents the entire understanding between the parties and
supersedes all other negotiations, representations or agreements, either written or oral, relating to
this Agreement.
ti
{
5
AGREEMENT WITH THE CITY OF BOYNTON BEACH
IN WITNESS WHEREOF, the Parties unto this Agreement have set their hands and
seals on the day and date first written above.
CITY OF BOYNTON BEACH PALM BEACH COUNTY, FLORIDA, BY ITS
BOARD OF COUNTY COMMISSIONERS
By: 7 y , * v By: /
/i/nivoe. Chi an AUG 19 1997
ATTEST: ATTEST:
SUZANNE KRUSE, CITY CLERK DOROTHY H. WILKEN, CLERK
{
By: a'r c it_4..c..ae—/ By: i f... •
. - - s -puty Clerk AUG 1 9
� tieR B eAc ',o 1997
(DATE) 4/5/ ; a' Q E)
;G; COUNTY, ;C.0,
E ; APPROVED AS TO FORM APPROVED AS TO FORM
AND LEGAL SUFFICIENCY: AND LEGAL SUFFICIENCY:
By : �' C� (
City Attorney Assistant County Attorney
�
4v _0�1MT 4 o fe, I
�- R97 -1
=u 003D
19 2p
/ PL. 0 RO
H \ROADWAY\AGRMT\93502 -BB I2F
6
C.1QP[3- .)A1IBIDSHl'f3302Br1 WM 15-Apr-P/ O2 24 PM
PROJECT NAME: GATEWAY BOULEVARD FROM MILITARY TRAIL TO CONGRESS AVENUE
PROJECT NUMBER: 93502 J. W. Cheatham, Inc. Weeldey Asphalt Bergeron Land
Paving, Inc. Development, Inc.
rev 04/18/97 AVERAGE
ITEM UNITS QTY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
1 MOBILIZATION LS 1 8203,101.00 5203,101.00 8200,000.00 8200,000.00 8211,483.58 5211,483.58 5204,861.53
2 MAINTENANCE OF TRAFFIC LS I 892,769.00 $92,769.00 8122,000.00 8122,000.00 361,006.45 861,006.45 891,925.15
3 CLEARING AND GRUBBING LS 1 559,438.00 559, 438.00 587,802.00 387,802.00 555,597.10 S55,597.10 S67,612.37
4 REGULAR EXCAVATION CY 15,155 S4.90 574,25930 S2.27 334,401.85 81.82 527,582.10 53.00
5 SUBSOIL EXCAVATION CY 5,329 52.00 310,658.00 S4.20 522,381.80 33.63 319,344.27 53.28
6 EMBANKMENT (COMPACTED IN PLACE) CY 4,056 $4.90 S19,874.40 52.70 510,951.20 53.52 514,277.12 83.71
7 TYPE C STABILIZATION SY 73,089 S130 595,015.70 5159 S116,21151, 51.65 5120,596.85 5151
8 LIMEROCK BASE (8 ") (DBL. CRSE.) (INCL. PRIME COAT) SY 68,386 S4.20 8287,221.20 56.10 5417,154.60 $4.32 5295,42732 54.87
9 MILLING EXISTING ASPHALT PAVEMENT (1 1/4 ") SY 23,500 S0.52 312,220.00 S0.78 S18,330.00 S0.81 819,035.00 50.70
10 INLETS (CURB) (TYPE P -1) EA 4 82,938.00 811,752.00 $2,500.00 810,000.00 32,700.00 510,800,00 52,712.67
11 INLETS (CURB) (TYPE P -2) EA 3 53,164.00 39,492.00 32,700.00 58,100.00 52,920.00 38,760.00 52,928.00
12 INLETS (CURB) (TYPE P -5) EA 6 51,921.00 511,526.00 32,200.00 513,200.00 81,675.00 510,050.00 81,932.00
13 INLETS (CURB) (TYPE P -5) (CONFLICT) * EA 3 S2, 119.00 56,357.00 82,200.00 86,600.00 81,900.00 S3,900.00 52,073.00
14 INLETS (CURB) (TYPE P-6) EA 16 82,260.00 536,160.00 • 31,800.00 528,800.00 51,9 000 531,360.00 52,006.67
15 INLETS (CURB) (TYPE P4) (CONFLICT) * EA 5 52,373.00 511,865.00 52,200.00 511,000.00 52,187.00 510,935.00 52,253.33
16 INLETS (CURB) (TYPE P -10) EA 1 52,938.00 52, 938.00 32, 500.00 52,500.00 32,747.00 S2,747.00 82,728.33
17 INLETS (CURB) (TYPE J-5) (CONFLICT) * EA 2 52,825.00 55,650.00 32,400.00 34,800.00 52,744.00 S5,488.00 82,65633
IS INLETS (CURB) (TYPE J-6) (CONFLICT) * EA 3 53,164.00 39,492.00 52, 700.00 38,100.00 53,000.00 S9,000.00 52,954.67
19 INLETS (DITCH BOTTOM) (TYPE E) EA 1 52,147.00 52,147.00 31,800.00 31,800.00 31,980.00 51,980.00 51,975.67
20 INLET TOPS (P-6) EA 1 51,808.00 81,808.00 31,500.00 81,500.00 51,675.00 31,675.00 51,661.00
21 MANHOLE TOP TYPE 8 EA 2 51,695.00 33,390.00 51,400.00 52,800.00 81,560.00 33,120.00 51,551.67
22 CONTROL STRUCTURES (MANHOLE TYPE J -7) EA 4 S4,068.00 516,272.00 33,400.00 313,600.00 33,648.00 314,592.00 33,70533
23 MANHOLES (TYPE P -7) EA 15 51,549.00 523,235.00 31,270.00 319,050.00 31,361.00 320,415.00 31,393.33
24 ADJUST INLET TOP EA 3 51,130.00 33,390.00 51,000.00 33,000.00 51,074.00 53,222.00 51,068.00
25 ADJUST VALVE BOXES EA 22 5113.00 82,48600 5100.00 32,200.00 5107.00 S2,354.00 5106.67
26 ADJUST SANITARY MANHOLE EA 14 5565.00 37,910.00 5500.00 57,000.00 8530.00 37,420.00 5531.67
27 CONFLICT MANHOLE (TYPE P) EA 2 51,808.00 53,616.00 31,600.00 53,200.00 $1,700.00 S3,400.00 51,702.67
28 MANHOLE TOP (TYPE 7) EA 6 S791.00 54,746.00 5700.00 34,200.00 8750.00 S4,300.00 S747.00
29 ADJUST MANHOLE EA 25 5565.00 514,125.00 5500.00 512,500.00 5530.00 313,250.00 S531.67
30 CONCRETE PIPE CULVERT (18 ") LF 1,952 S24.90 548,604.80 318.00 335,136.00 519.00 S37,088.00 S20.63
31 CONCRETE PIPE CULVERT (24 ") LF 1,160 533.90 539,324.00 326.00 530,160.00 528.00 532,480.00 82930
mi
32 TRENCH SAFETY (PIPE CULVERTS) LF 3,112 S1.13 S3,516.56 51.00 33,112.00 31.05 S3,267.60 51.06
33 FRENCH DRAINS (18 ") (4.25'x6') LF 1,740 55650 398, 310.00 346.00 580,040.00 549.00 S85,20.00 S50.50
34 TRENCH SAFETY (FRENCH DRAINS) LF 1,740 51.13 51,966.20 31.00 31,740.00 51.05 51,827.00 51.06
35 MEDIAN IRRIGATION SLEEVES LF 500 S1130 55,650.00 510.00 35,000.00 S10.75 35,375.00 510.68
36 CONCRETE CURB AND GUTTER (TYPE F) LF 21,112 56.70 5141,450.40 55.20 S109,782.40 56.40 5135,116.80 56.10 ,
37 CONCRETE CURB (TYPE D) LF 170 59.00 31,530.00 510.00 31,700.00 510.70 31,819.00 59.90 >2
38 CONCRETE TRAFFIC SEPARATOR (TYPE IV) (6') LF 4,669 817.60 582,174.40 815.00 370,035.00 519.00 388,711.00 517.20
39 CONCRETE TRAFFIC SEPARATOR (TYPE IV) (8.5') LF 112 S22.00 32,464.00 530.00 33,360.00 522.55 S2,525.60 S24.85
40 CONCRETE TRAFFIC SEPARATOR (MODIFIED) LF 1,324 516.40 321,713.60 512.00 S15,888.00 51550 320,522.00 514.63
41 CONCRETE SIDEWALK (4" THICK) SY 10,307 S14.60 5150,482.20 S12.15 3125,230.05 514.00 5144,298.00 S13.58
1 oi'7
C \Qf al DAT\BIDSV3\93W1BT1 WB22N -Mar - 9702411 PM
PROJECT NAME: GATEWAY BOULEVARD FROM MILITARY TRAIL TO CONGRESS AVENUE
PROJECT NUMBER: 93502 J. W. Cheatham, Inc. Weekley Asphalt Bergeron Land
Paving, Inc. Development, Inc.
AVERAGE
ITEM UNITS QTY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
42 CONCRETE SIDEWALK (6" THICK) SY 30 $18.50 $555.00 $17.00 5510.00 519.00 $570.00 518.17
43 CLEAN EXISTING DRAINAGE SYSTEM LS 1 $17,000.00 517,000.00 $10,000.00 510,000.00 510,740.00 $10,740.00 $12,580.00
44 PAVER BLOCKS (DRIVEWAYS) SY 200 550.00 $10,000.00 520.00 54,000.00 $54.00 $10,800.00 $41.33
45 SAND- CEMENT RIP -RAP ENDWALLS CY 8.4 $339.00 52,847.60 5235.00 $1,974.00 $322.00 $2,704.80 $298.67
46 TYPE S -1 ASPHALTIC CONCRETE (1 1/4 ") SY 27,000 52.10 $56,740.00 52.15 $58,050.00 52.30 562,100.00 52.18
47 TYPE S -1 ASPHALTIC CONCRETE (2 1/2 ") (DBL. COURSE) SY 68,286 54.10 $279,972.60 $4.31 5294,312.66 $4.40 $300,458.40 54.27
48 TYPE S -111 ASPHALTIC CONCRETE (OVERBUILD) TN 2,390 533.00 $78,870.00 $35.00 583,650.00 $39.00 $93,210.00 535.67
49 SEED AND MULCH SY 8,792 $0.18 51,582.56 $0.25 52,198.00 50.21 51,846.32 50.21
50 SODDING SY 9,500 51.71 $16,245.00 $1.55 514,725.00 51.15 510,925.00 $1.47
51 RECORD DRAWINGS (SEE SPECIAL PROVISIONS) LS 1 $1,000.00 51,000.00 $2,000.00 52,000.00 $3,222.00 $3,222.00 52,074.00
52 NPDES COMPLIANCE (SEE SPECIAL PROVISIONS) LS 1 $1,000.00 $1,000.00 52,200.00 $2,200.00 $1,770.00 $1,770.00 51,656.67
53 CUT SLAB, RESET FENCE, TYPE D CURB (STA. 107, LT) LS 1 $700.00 $700.00 S200.00 $200.00 51,180.00 51,180.00 5693.33
54 STORM SEWER PUMPING (<30 ") LF 3,112 $0.60 51,867.20 $0.50 51,556.00 50.54 51,680.48 50.55
CONTINGENT ITEMS
55 6" DIP WATERMAIN LF 110 514.70 51,617.00 513.00 $1,430.00 514.00 51,540.00 $13.90
56 8" DIP WATERMAIN LF 1,200 $19.25 523,100.00 S15.00 518,000.00 516.00 $19,200.00 516.75
57 12" DIP WATERMAIN LF 2,025 $24.90 550,422.50 520.00 S40,500.00 $21.00 542,525.00 $21.97
58 6" GATE VALVE EA 3 5565.00 $1,695.00 $500.00 51,500.00 5537.00 $1,611.00 $534.00
59 8" GATE VALVE EA 2 5678.00 51,356.00 5600.00 51,200.00 $644.00 $1,288.00 $640.67
60 12" GATE VALVE EA 3 $1,130.00 53,390.00 51,000.00 53,000.00 51,074.00 $3,222.00 $1,068.00
61 16" X 12" TAPPING TEE EA 1 $2,940.00 52,940.00 S2,600.00 52,600.00 S2,800.00 $2,800.00 52,780.00
62 12" TAPPING VALVE EA 1 $1,356.00 $1,356.00 51,200.00 51,200.00 $1,300.00 51,300.00 $1,285.33
63 CONFLICT MANHOLE EA 1 $2,260.00 52,260.00 53,000.00 53,000.00 $2,100.00 52,100.00 $2,453.33
64 CLEANING PORT (12" X 12 "WYE) EA 1 51,130.00 51,130.00 51,000.00 51,000.00 51,074.00 $1,074.00 51,068.00
CONTINGENT ITEMS
65 PROTECT WATER MAIN (10 ") LF 100 $1.20 $120.00 $1.00 $100.00 $1.05 5105.00 51.08
66 PROTECT FORCE MAIN (10 ") LF 100 $1.20 S120.00 51.00 5100.00 $1.05 5105.00 51.08
67 ADJUST VALVE BOXES EA 5 5113.00 S565.00 5100.00 5500.00 $108.00 5540.00 5107.00
68 ADJUST MANHOLE COVERS EA 5 5565.00 $2,825.00 5200.00 51,000.00 5535.00 $2,675.00 $433.33
69 MANHOLE (J -7) (CONFLICT) EA 1 $3,390.00 $3,390.00 $3,000.00 $3,000.00 $3,222.00 $3,222.00 53,204.00
70 REMOVE AND RESET EXISTING CHAIN LINK FENCE LF 100 $10.00 51,000.00 $10.00 $1,000.00 $10.70 $1,070.00 $10.23
71 SUPPORT TELECOMMUNICATIONS CABLE LF 1,000 $1.20 $1,200.00 51.00 51,000.00 51.05 51,050.00 $1.08
72 MANHOLE (P -7) (CONFLICT) EA 4 $1,243.00 $4,972.00 51,800.00 $7,200.00 $1,180.00 54,720.00 51,407.67
73 INLETS (P -1) (CONFLICT) EA 1 $3,503.00 53,503.00 $2,100.00 $2,100.00 $3,329.00 53,329.00 $2,977.33
74 INLETS (P -2) (CONFLICT) EA 1 $3,730.00 $3,730.00 52,300.00 52,300.00 53,544.00 53,544.00 $3,191.33
75 DOUBLE ROCK BASE ( INCLUDES PRIME COAT) SY 100 $10.00 51,000.00 $14.55 51,455.00 59.00 5900.00 $11.18
76 YARD DRAINS EA 5 $791.00 53,955.00 5200.00 51,000.00 $752.00 $3,760.00 5581.00
77 DUCTILE IRON PIPE (8 ") FOR WM LF 20 534.00 5680.00 530.00 $600.00 $32.00 5640.00 532.00
78 CLASS I CONCRETE (GRAVITY WALL) CV 35.5 $125.00 $44,375.00 5150.00 553,250.00 S403.00 5143,065.00 $226.00
TOTAL $2,269,141.42 $2,297,777.07 $2,299,999.99
2 of7
C IQP9 lDATBIDS 03U' 3502BT2 WB2 20- Mar -97 02 39 PM
PROJECT NAME: GATEWAY BOULEVARD FROM MILITARY TRAIL TO CONGRESS AVENUE
PROJECT NUMBER: 93502 Community Asphalt Corp. Pan American Smith & Company, Inc. Charles S. Whiteside, Inc.
Construction, L.P.
ITEM UNITS QTY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1 MOBILIZATION LS 1 $150,000.00 5150,000.00 $99,000.00 $99,000.00 $200,000.00 5200,000.00 $120,000.00 $120,000.00
2 MAINTENANCE OF TRAFFIC LS 1 $135,000.00 $135,000.00 558,000.00 $58,000.00 5125,000.00 $125,000.00 $120,000.00 $120,000.00
3 CLEARING AND GRUBBING LS 1 $110,000.00 5110,000.00 584,200.00 $84,200.00 $125,000.00 $125,000.00 $150,000.00 5150,000.00
4 REGULAR EXCAVATION CY 15,155 $3.00 $45,465.00 $3.35 550,769.25 $1.50 522,732.50 $1.50 $22,732.50
5 SUBSOIL EXCAVATION CY 5,329 510.00 $53,290.00 54.50 $23,980.50 51.50 $7,993.50 $5.00 $26,645.00
6 EMBANKMENT (COMPACTED IN PLACE) CY 4,056 $3.00 $12,168.00 $2.70 510,951.20 $3.40 $13,790.40 $2.00 $8,112.00
7 TYPE C STABILIZATION SY 73,089 $1.40 $102,324.60 $2.00 5146,178.00 51.50 $109,633.50 $1.60 5116,942.40
8 LIMEROCK BASE (8 ") (DBL. CRSE.) (INCL. PRIME COAT) SY 68,386 $5.50 $376,123.00 $4.50 $307,737.00 55.50 5376,123.00 $5.25 5359,026.50
9 MILLING EXISTING ASPHALT PAVEMENT (1 1/4 ") SY 23,500 $1.25 529,375.00 52.15 550,525.00 $1.00 523,500.00 $1.00 $23,500.00
10 INLETS (CURB) (TYPE P -1) EA 4 $2,425.00 59,700.00 $3,290.00 513,160.00 $2,320.00 59,280.00 53,290.00 $13,160.00
11 INLETS (CURB) (TYPE P -2) EA 3 $2,720.00 58,160.00 $3,580.00 510,740.00 $2,370.00 $7,110.00 53,580.00 510,740.00
12 INLETS (CURB) (TYPE P -5) EA 6 $1,825.00 $10,950.00 51,850.00 511,100.00 $1,560.00 $9,360.00 $1,850.00 $11,100.00
13 INLETS (CURB) (TYPE P -5) (CONFLICT) * EA 3 $2,235.00 $6,705.00 53,200.00 $9,600.00 52,080.00 $6,240.00 53,200.00 59,600.00
14 INLETS (CURB) (TYPE P -6) EA 16 $2,210.00 $35,360.00 $2,350.00 537,600.00 $1,855.00 $29,680.00 52,350.00 537,600.00
15 INLETS (CURB) (TYPE P-6) (CONFLICT) * EA 5 $2,300.00 $11,500.00 $3,565.00 517,825.00 52,400.00 $12,000.00 53,565.00 $17,825.00
16 INLETS (CURB) (TYPE P -10) EA 1 $1,590.00 51,590.00 52,030.00 $2,030.00 51,825.00 51,825.00 $2,030.00 52,030.00
17 INLETS (CURB) (TYPE J -5) (CONFLICT) * EA 2 53,010.00 56,020.00 $3,870.00 $7,740.00 $3,150.00 56,300.00 53,870.00 57,740.00
18 INLETS (CURB) (TYPE J -6) (CONFLICT) * EA 3 $3,135.00 59,405.00 $4,100.00 512,300.00 53,410.00 510,230.00 $4,100.00 $12,300.00
19 INLETS (DITCH BOTTOM) (TYPE E) EA 1 52,015.00 52,015.00 52,225.00 $2,225.00 $1,610.00 $1,610.00 $2,225.00 52,225.00
20 INLET TOPS (P -6) EA 1 $2,215.00 $2,215.00 $1,710.00 $1,710.00 $1,710.00 $1,710.00 51,710.00 $1,710.00
21 MANHOLE TOP TYPE 8 EA 2 $1,905.00 53,810.00 $600.00 $1,200.00 $750.00 $1,500.00 5600.00 51,200.00
22 CONTROL STRUCTURES (MANHOLE TYPE J - 7) EA 4 $3,665.00 $14,660.00 $2,500.00 510,000.00 $3,050.00 $12,200.00 $2,500.00 $10,000.00
23 MANHOLES (TYPE P -7) EA 15 $1,260.00 518,900.00 51,280.00 519,200.00 $1,250.00 $18,750.00 51,280.00 $19,200.00
24 ADJUST INLET TOP EA 3 $1,880.00 $5,640.00 $1,515.00 $4,545.00 $200.00 $600.00 51,515.00 54,545.00
25 ADJUST VALVE BOXES EA 22 $174.00 53,828.00 5220.00 54,840.00 $100.00 52,200.00 $220.00 54,840.00
26 ADJUST SANITARY MANHOLE EA 14 5450.00 $6,300.00 5340.00 $4,760.00 5180.00 $2,520.00 $340.00 $4,760.00
27 CONFLICT MANHOLE (TYPE P) EA 2 $1,480.00 $2,960.00 $2,610.00 $5,220.00 $3,125.00 $6,250.00 $2,610.00 55,220.00
28 MANHOLE TOP (TYPE 7) EA 6 5915.00 $5,490.00 $800.00 54,800.00 $180.00 $1,080.00 $800.00 54,800.00
29 ADJUST MANHOLE EA 25 $365.00 $9,125.00 $230.00 $5,750.00 $200.00 $5,000.00 $230.00 55,750.00
30 CONCRETE PIPE CULVERT (18 ") LF 1,952 $24.00 546,848.00 535.00 568,320.00 526.75 552,216.00 $35.00 568,320.00
31 CONCRETE PIPE CULVERT (24 ") LF 1,160 528.60 $33,176.00 $33.00 $38,280.00 $34.00 $39,440.00 $33.00 $38,280.00
32 TRENCH SAFETY (PIPE CULVERTS) LF 3,112 $1.00 53,112.00 52.00 56,224.00 $0.25 $778.00 $1.00 53,112.00
33 FRENCH DRAINS (18 ") (4.25'x6') LF 1,740 546.50 $80,910.00 $43.00 574,820.00 540.50 $70,470.00 $43.00 $74,820.00
34 TRENCH SAFETY (FRENCH DRAINS) LF 1,740 51.00 51,740.00 $1.00 $1,740.00 $0.25 $435.00 51.00 $1,740.00
35 MEDIAN IRRIGATION SLEEVES LF 500 56.75 $3,375.00 $7.40 $3,700.00 $5.00 $2,500.00 $7.40 $3,700.00
36 CONCRETE CURB AND GUTTER (TYPE F) LF 21,112 $5.70 5120,338.40 $7.45 5157,284.40 $5.50 5116,116.00 $6.75 5142,506.00
37 CONCRETE CURB (TYPE D) LF 170 511.00 $1,870.00 $6.70 51,139.00 520.00 53,400.00 511.00 $1,870.00
38 CONCRETE TRAFFIC SEPARATOR (TYPE IV) (6') LF 4,669 515.50 $72,369.50 $24.50 5114,390.50 $18.00 $84,042.00 518.50 $86,376.50
39 CONCRETE TRAFFIC SEPARATOR (TYPE IV) (8.5') LF 112 $19.00 52,128.00 $29.75 53,332.00 $30.00 $3,360.00 $22.00 52,464.00
40 CONCRETE TRAFFIC SEPARATOR (MODIFIED) LF 1,324 $12.00 $15,888.00 $29.75 539,389.00 $23.00 $30,452.00 $20.00 526,480.00
41 CONCRETE SIDEWALK (4" THICK) SY 10,307 $12.90 5132,960.30 $17.51 5180,475.57 512.50 $128,837.50 $15.00 $154,605.00
3 of 7
C \QP ADATBIDS 93193502BT2 W B2 20- M.r -97 02 39 PM
PROJECT NAME: GATEWAY BOULEVARD FROM MILITARY TRAIL TO CONGRESS AVENUE
PROJECT NUMBER: 93502 Community Asphalt Corp. Pan American Smith & Company, Inc. Charles S. Whiteside, Inc.
Construction, L.P.
ITEM UNITS QTY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
42 CONCRETE SIDEWALK (6" THICK) SY 30 518.00 $540.00 520.66 5619.80 550.00 51,500.00 530.00 5900.00
43 CLEAN EXISTING DRAINAGE SYSTEM LS 1 520,000.00 520,000.00 528,730.00 528,730.00 52,000.00 52,000.00 530,000.00 530,000.00
44 PAVER BLOCKS (DRIVEWAYS) SY 200 $43.00 58,600.00 550.00 $10,000.00 545.00 59,000.00 555.00 511,000.00
45 SAND- CEMENT RIP -RAP ENDWALLS CY 8.4 $565.00 54,746.00 $240.00 $2,016.00 5750.00 56,300.00 5250.00 52,100.00
46 TYPE S-1 ASPHALTIC CONCRETE (1 1/4 ") SY 27,000 $2.20 559,400.00 52.25 560,750.00 $2.35 563,450.00 $2.40 $64,800.00
47 TYPE S-1 ASPHALTIC CONCRETE (2 1/2 ") (DBL. COURSE) SY 68,286 54.30 5293,629.80 $4.50 $307,287.00 54.60 5314,115.60 $4.75 $324,358.50
48 TYPE S -111 ASPHALTIC CONCRETE (OVERBUILD) TN 2,390 $35.00 583,650.00 $33.00 578,870.00 $37.00 $88,430.00 538.00 590,820.00
49 SEED AND MULCH SY 8,792 $0.75 56,594.00 50.75 56,594.00 50.40 $3,516.80 50.50 54,396.00
50 SODDING SY 9,500 52.00 519,000.00 51.50 514,250.00 52.00 519,000.00 $2.50 523,750.00
51 RECORD DRAWINGS (SEE SPECIAL PROVISIONS) LS 1 5500.00 5500.00 52,916.41 52,916.41 510,500.00 510,500.00 55,000.00 $5,000.00
52 NPDES COMPLIANCE (SEE SPECIAL PROVISIONS) LS 1 5500.00 5500.00 514,250.00 514,250.00 S13,000.00 513,000.00 $5,000.00 55,000.00
53 CUT SLAB, RESET FENCE, TYPE D CURB (STA. 107, LT) LS 1 5500.00 $500.00 $5,000.00 $5,000.00 55,000.00 55,000.00 5500.00 5500.00
54 STORM SEWER PUMPING (<30 ") LF 3,112 $3.55 511,047.60 $3.39 $10,549.68 $1.75 55,446.00 51.00 53,112.00
CONTINGENT ITEMS
55 6" DIP WATERMAIN LF 110 522.50 $2,475.00 536.50 $4,015.00 $13.00 $1,430.00 $36.50 54,015.00
56 8" DIP WATERMAIN LF 1,200 525.50 $30,600.00 518.00 $21,600.00 516.00 519,200.00 520.00 $24,000.00
57 12" DIP WATERMAIN LF 2,025 $34.00 $68,850.00 $23.00 546,575.00 $22.00 544,550.00 525.00 550,625.00
58 6" GATE VALVE EA 3 $495.00 $1,485.00 $415.00 $1,245.00 5395.00 $1,185.00 5415.00 51,245.00
59 8" GATE VALVE EA 2 $680.00 51,360.00 5550.00 $1,100.00 5525.00 51,050.00 S550.00 51,100.00
60 12" GATE VALVE EA 3 51,205.00 53,615.00 51,030.00 53,090.00 $975.00 52,925.00 $1,030.00 $3,090.00
61 16" X 12" TAPPING TEE EA 1 54,095.00 $4,095.00 54,500.00 54,500.00 53,265.00 53,265.00 $4,500.00 54,500.00
62 12" TAPPING VALVE EA 1 $2,135.00 $2,135.00 51,515.00 $1,515.00 $1,530.00 $1,530.00 $1,515.00 51,515.00
63 CONFLICT MANHOLE EA 1 $1,485.00 $1,485.00 53,400.00 53,400.00 $3,180.00 53,180.00 53,400.00 $3,400.00
64 CLEANING PORT (12" X 12 "WYE) EA 1 $2,020.00 $2,020.00 $661.97 $661.97 51,610.00 51,610.00 $2,500.00 52,500.00
CONTINGENT ITEMS
65 PROTECT WATER MAIN (10 ") LF 100 $3.70 $370.00 511.37 $1,137.00 $5.00 5500.00 58.50 5850.00
66 PROTECT FORCE MAIN (10 ") LF 100 53.70 $370.00 511.37 $1,137.00 55.00 $500.00 $8.50 $850.00
67 ADJUST VALVE BOXES EA 5 $175.00 $875.00 $220.00 $1,100.00 575.00 5375.00 $220.00 $1,100.00
68 ADJUST MANHOLE COVERS EA 5 5365.00 $1,825.00 $388.41 51,942.05 5250.00 $1,250.00 S600.00 53,000.00
69 MANHOLE (J -7) (CONFLICT) EA 1 $3,730.00 53,730.00 $3,400.00 53,400.00 $4,500.00 54,500.00 $3,400.00 53,400.00
70 REMOVE AND RESET EXISTING CHAIN LINK FENCE LF 100 $10.00 51,000.00 $5.50 5550.00 S16.00 $1,600.00 $10.00 51,000.00
71 SUPPORT TELECOMMUNICATIONS CABLE LF 1,000 51.75 51,750.00 511.37 511,370.00 $3.00 $3,000.00 510.00 510,000.00
72 MANHOLE (P -7) (CONFLICT) EA 4 $1,485.00 $5,940.00 52,610.00 510,440.00 53,800.00 515,200.00 $2,610.00 $10,440.00
73 INLETS (P -1) (CONFLICT) EA 1 $2,665.00 $2,665.00 54,000.00 . $4,000.00 53,800.00 53,800.00 $4,000.00 54,000.00
74 INLETS (P -2) (CONFLICT) EA 1 $3,085.00 $3,085.00 $4,570.00 54,570.00 $3,800.00 53,800.00 $4,570.00 54,570.00
75 DOUBLE ROCK BASE ( INCLUDES PRIME COAT) SY 100 $11.00 51,100.00 54.00 $400.00 515.00 51,500.00 510.00 51,000.00
76 YARD DRAINS EA 5 5610.00 53,050.00 $625.00 $3,125.00 5800.00 54,000.00 5625.00 53,125.00
77 DUCTILE IRON PIPE (8 ") FOR WM LF 20 $55.00 51,100.00 578.00 $1,560.00 $16.00 $320.00 578.00 51,560.00
78 CLASS I CONCRETE (GRAVITY WALL) CY 355 $10.00 $3,550.00 550.00 517,750.00 5315.00 5111,825.00 - 565.00 $23,075.00
TOTAL $2,360,031.20 52,398,796.33 52,454,617.80 52,467,273.40
4 of 7
C \QPMIIDA7lBIDS\93V' 35028T3 W82 2V- M.r -97 02 39 PM
PROJECT NAME: GATEWAY BOULEVARD FROM MILITARY TRAIL TO CONGRESS AVENUE
PROJECT NUMBER: 93502 llardrives of Delray, Inc. Ranger Construction Golden Eagle Engineering
Industries, Inc. Contractors, Inc.
ITEM UNITS QTY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1 MOBILIZATION LS 1 $265,000.00 $265,000.00 572,000.00 572,000.00 5186,875.00 $186,875.00
2 MAINTENANCE OF TRAFFIC LS 1 $112,000.00 $112,000.00 $110,000.00 $110,000.00 $80,000.00 $80,000.00
3 CLEARING AND GRUBBING LS 1 $83,600.00 $83,600.00 $133,000.00 $133,000.00 5156,000.00 5156,000.00
4 REGULAR EXCAVATION CY 15,155 52.25 $34,098.75 $7.25 5109,873.75 $3.00 $45,465.00
5 SUBSOIL EXCAVATION CY 5,329 54.65 $24,779.85 54.80 $25,579.20 $3.95 $21,049.55
6 EMBANKMENT (COMPACTED IN PLACE) CY 4,056 52.80 511,356.80 $1.00 $4,056.00 52.15 $8,720.40
7 TYPE C STABILIZATION SY 73,089 $1.45 $105,979.05 51.88 $137,407.32 $1.65 $120,596.85
8 LIMEROCK BASE (8 ") (DBL. CRSE.) (INCL. PRIME COAT) SY 68,386 54.25 5290,640.50 $4.90 $335,091.40 $6.25 5427,412.50
9 MILLING EXISTING ASPHALT PAVEMENT (1 1/4 ") SY 23,500 $1.00 $23,500.00 50.85 $19,975.00 $1.25 $29,375.00
10 INLETS (CURB) (TYPE P -1) EA 4 $2,800.00 $11,200.00 $2,530.00 $10,120.00 $2,360.00 59,440.00
11 INLETS (CURB) (TYPE P -2) EA 3 $3,000.00 $9,000.00 $2,835.00 58,505.00 $2,470.00 57,410.00
12 INLETS (CURB) (TYPE P -5) EA 6 $1,800.00 $10,800.00 $1,910.00 $11,460.00 $1,900.00 $11,400.00
13 INLETS (CURB) (TYPE P -5) (CONFLICT) * EA 3 52,700.00 $8,100.00 52,330.00 56,990.00 52,300.00 $6,900.00
14 INLETS (CURB) (TYPE P -6) EA 16 52,300.00 536,800.00 52,305.00 $36,880.00 51,975.00 $31,600.00
15 INLETS (CURB) (TYPE P -6) (CONFLICT) * EA 5 52,935.00 514,675.00 52,400.00 512,000.00 52,500.00 512,500.00
16 INLETS (CURB) (TYPE P -10) EA 1 $1,850.00 51,850.00 51,665.00 51,665.00 52,300.00 52,300.00
17 INLETS (CURB) (TYPE J -5) (CONFLICT) * EA 2 $3,500.00 57,000.00 $3,135.00 $6,270.00 53,475.00 56,950.00
18 INLETS (CURB) (TYPE J -6) (CONFLICT) * EA 3 $3,600.00 510,800.00 53,260.00 59,780.00 53,700.00 $11,100.00
19 INLETS (DITCH BOTTOM) (TYPE E) EA 1 52,100.00 52,100.00 52,075.00 52,075.00 52,700.00 52,700.00
20 INLET TOPS (P -6) EA 1 $1,900.00 51,900.00 51,990.00 51,990.00 51,475.00 51,475.00
21 MANHOLE TOP TYPE 8 EA 2 $1,250.00 $2,500.00 51,965.00 53,930.00 52,410.00 54,820.00
22 CONTROL STRUCTURES (MANHOLE TYPE J -7) EA 4 53,100.00 512,400.00 53,800.00 $15,200.00 54,000.00 516,000.00
23 MANHOLES (TYPE P -7) EA 15 51,270.00 519,050.00 $1,300.00 519,500.00 51,725.00 525,875.00
24 ADJUST INLET TOP EA 3 51,500.00 $4,500.00 $1,965.00 55,895.00 5975.00 52,925.00
25 ADJUST VALVE BOXES EA 22 $175.00 53,850.00 5180.00 53,960.00 $75.00 51,650.00
26 ADJUST SANITARY MANHOLE EA 14 5350.00 $4,900.00 5460.00 56,440.00 5235.00 53,290.00
27 CONFLICT MANHOLE (TYPE P) EA 2 $2,000.00 54,000.00 $1,525.00 53,050.00 $2,300.00 54,600.00
28 MANHOLE TOP (TYPE 7) EA 6 $600.00 53,600.00 5945.00 $5,670.00 5875.00 55,250.00
29 ADJUST MANHOLE EA 25 $350.00 $8,750.00 5375.00 59,375.00 $235.00 55,875.00
30 CONCRETE PIPE CULVERT (18 ") LF 1,952 530.00 558,560.00 $24.75 548,312.00 $23.00 544,896.00
31 CONCRETE PIPE CULVERT (24 ") LF 1,160 532.00 537,120.00 529.50 534,220.00 526.00 530,160.00
32 TRENCH SAFETY (PIPE CULVERTS) LF 3,112 51.00 53,112.00 $1.00 $3,112.00 $0.50 51,556.00
33 FRENCH DRAINS (18 ") (4.25'x6') LF 1,740 545.00 578,300.00 548.00 583,520.00 $57.00 599,180.00
34 TRENCH SAFETY (FRENCH DRAINS) LF 1,740 51.00 51,740.00 51.00 $1,740.00 50.50 5870.00
35 MEDIAN IRRIGATION SLEEVES LF 500 510.00 $5,000.00 $7.00 53,500.00 $7.00 53,500.00
36 CONCRETE CURB AND GUTTER (TYPE F) LF 21,112 56.15 5129,838.80 56.50 5137,228.00 56.00 $126,672.00
37 CONCRETE CURB (TYPE D) LF 170 512.00 52,040.00 512.55 $2,133.50 510.50 51,785.00
38 CONCRETE TRAFFIC SEPARATOR (TYPE IV) (6') LF 4,669 517.00 $79,373.00 $18.90 $88,244.10 $18.50 586,37630
39 CONCRETE TRAFFIC SEPARATOR (TYPE IV) (8.5') LF 112 520.00 52,240.00 522.80 52,553.60 $25.00 52,800.00
40 CONCRETE TRAFFIC SEPARATOR (MODIFIED) LF 1,324 519.00 525,156.00 516.10 $21,316.40 $19.00 525,156.00
41 CONCRETE SIDEWALK (4" THICK) SY 10,307 $14.75 5152,028.25 $14.35 $147,905.45 $13.25 5136,567.75
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C \QP00I DATBIDS\93\93502BT3 WB2 28-Mar-97 02 39 PM
PROJECT NAME: GATEWAY BOULEVARD FROM MILITARY TRAIL TO CONGRESS AVENUE
PROJECT NUMBER: 93502 Hardrives of Delray, Inc. Ranger Construction Golden Eagle Engineering
Industries, Inc. Contractors, Inc.
ITEM UNITS QTY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
42 CONCRETE SIDEWALK (6" THICK) SY 30 $22.50 $675.00 $20.80 $624.00 $25.00 5750.00
43 CLEAN EXISTING DRAINAGE SYSTEM LS 1 $30,000.00 $30,000.00 528,730.00 $28,730.00 $4,500.00 $4,500.00
44 PAVER BLOCKS (DRIVEWAYS) SY 200 $45.00 $9,000.00 $33.20 56,640.00 $35.00 57,000.00
45 SAND- CEMENT RIP -RAP ENDWALLS CY 8.4 $650.00 $5,460.00 5585.00
$4,914.00 $525.00 $4,410.00
46 TYPE S -1 ASPHALTIC CONCRETE (1 1/4 ") SY 27,000 $2.15 $58,050.00 $ $58,050.00 $2.30 $62,100.00
47 TYPE S -1 ASPHALTIC CONCRETE (2 1/2 ") (DBL. COURSE) SY 68,286 $ $290,215.50 54.00 $273,144.00 $4.30 $293,629.80
48 TYPE S -111 ASPHALTIC CONCRETE (OVERBUILD) TN 2,390 $30.00 $71,700.00 $34.50 $82,455.00 $35.00 $83,650.00
49 SEED AND MULCH SY 8,792 50.40 53,516.80 50.45
53,956.40 $0.30 52,637.60
50 SODDING SY 9,500 $2.25 521,375.00 51.85
$17,575.00 $1.25 $11,875.00
51 RECORD DRAWINGS (SEE SPECIAL PROVISIONS) LS 1 53,100.00 $3,100.00 54,500.00 54,500.00 $6,000.00 $6,000.00
52 NPDES COMPLIANCE (SEE SPECIAL PROVISIONS) LS 1 $2,350.00 52,350.00 51,240.00 $1,240.00 $8,000.00 $8,000.00
53 CUT SLAB, RESET FENCE, TYPE D CURB (STA. 107, LT) LS 1 $1,500.00 $1,500.00 $2,480.00 $2,480.00 5975.00 $975.00
54 STORM SEWER PUMPING (<30 ") LF 3,112 $1.00 $3,112.00 53.55 $11,047.60 $1.75 $5,446.00
CONTINGENT ITEMS
55 6" DIP WATERMAIN LF 110 $22.50 $2,475.00 $24.00
52,640.00 517.00 $1,870.00
56 8" DIP WATERMAIN LF 1,200 $25.50 $30,600.00 $26.30
$31,560.00 519.00 $22,800.00
57 12" DIP WATERMAIN LF 2,025 534.00 $68,850.00 $35.05
$70,976.25 $28.00 $56,700.00
58 6" GATE VALVE EA 3 $495.00 51,485.00 5510.00
S1,530.00 5525.00 $1,575.00
59 8" GATE VALVE EA 2 5680.00 S1,360.00 5700.00
51,400.00 5675.00 51,350.00
60 12" GATE VALVE EA 3 $1,205.00 $3,615.00 51,240.00
$3,720.00 $1,200.00 $3,600.00
61 16" X 12" TAPPING TEE EA 1 $4,095.00 $4,095.00 $4,220.00
54,220.00 $3,700.00 $3,700.00
62 12" TAPPING VALVE EA 1 $2,135.00 $2,135.00 52,200.00
52,200.00 52,600.00 $2,600.00
63 CONFLICT MANHOLE EA 1 $1,485.00 51,485.00 51,530.00
$1,530.00 $2,200.00 $2,200.00
64 CLEANING PORT (12" X 12 "WYE) EA 1 $2,020.00 $2,020.00 $2,085.00 $2,085.00 $2,400.00 $2,400.00
CONTINGENT ITEMS
65 PROTECT WATER MAIN (10 ") LF 100 $3.70 $370.00 53.80 $380.00 510.00 51,000.00
66 PROTECT FORCE MAIN (10 ") LF 100 $3. $370.00 53.80 $380.00 $10.00 $1,000.00
67 ADJUST VALVE BOXES EA 5 $175.00 $875.00 $180.50
$902.50 575.00 5375.00
68 ADJUST MANHOLE COVERS EA 5 $365.00 $1,825.00 $400.00
52,000.00 $235.00 $1,175.00
69 MANHOLE (J -7) (CONFLICT) EA 1 $3,730.00 $3,730.00 $3,850.00 $3,850.00 $3,300.00 53,300.00
70 REMOVE AND RESET EXISTING CHAIN LINK FENCE LF 100 56.50 5650.00 $8.25 $825.00 $7.00 5700.00
71 SUPPORT TELECOMMUNICATIONS CABLE LF 1,000 $1.75 $1,750.00 51.80 51,800.00 55.00 $5,000.00
72 MANHOLE (P -7) (CONFLICT) EA 4 $1,485.00 $5,940.00 $1,530.00 $6,120.00 $2,200.00 $8,800.00
73 INLETS (P -1) (CONFLICT) EA 1 $2,665.00 $2,665.00 $2,750.00 52,750.00 $2,800.00 $2,800.00
74 INLETS (P -2) (CONFLICT) EA 1 $3,085.00 $3,085.00 $3,180.00 $3,180.00 53,000.00 $3,000.00
75 DOUBLE ROCK BASE ( INCLUDES PRIME COAT) SY 100 $15.00 $1,500.00 $9.00 $900.00 $14.50 $1,450.00
76 YARD DRAINS EA 5 $610.00 $3,050.00 $625.00
$3,125.00 $475.00 52,375.00
77 DUCTILE IRON PIPE (8 ") FOR WM LF 20 $55.00 $1,100.00 556.00 $1,120.00 $18.00 $360.00
78 CLASS I CONCRETE (GRAVITY WALL) CY 355 $350.00 $124,250.00 5375.00 $133,125.00 $275.00 $97,625.00
TOTAL $2,472,572.30 $2,479,197.47 $2,527,801.95
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C ,QP..DATIBIDSVJ197502BTN WB2 IS -Apr -9702 21 PM
PROJECT NAME: GATEWAY BOULEVARD FROM MILITARY TRAIL TO CONGRESS AVENUE `
PROJECT NUMBER: 93502
NOTES:
* INCLUDES CONTINGENCY QUANTITY OF (1) EACH
ITEM #3: INCLUDES THE COST OF REMOVING RAISED PAVEMENT MARKERS AND THE DISPOSAL OF MILLED ASPHALT.
ITEM #5: INCLUDES THE BACKFILL MATERIAL IN COST OF SUBSOIL EXCAVATION.
ITEMS #30 AND #31: INCLUDE THE COST OF CONNECTING NEW PIPE TO THE EXISTING AS SHOWN IN PLANS. SEE
FDOT INDEX #280 FOR DETAILS. NO ADDITIONAL PAYMENT WILL BE MADE FOR EXTENDED PIPE LENGTH DUE TO
THE DAMAGE OF EXISTING PIPE AND /OR CONCRETE COLLARS AND CONNECTIONS.
ITEM #44: INCLUDES CONTINGENCY QUANTITY OF ( 100 SY ).
ITEMS #46 -48: INCLUDE BITUMINOUS MATERIAL & TACK COAT AS REQUIRED.
ITEM #48: IS VARIABLE THICKNESS OVERBUILD (1 1/4" MINIMUM).
ITEM #49: INCLUDES SEED, MULCH MATERIAL, FERTILIZER AND WATER.
ITEM #52: INCLUDES THE COST OF ARTIFICIAL COVERINGS, SANDBAGGING, BALED HAY, TURBIDITY BARRIERS AND
ANY OTHER ITEMS REQUIRED FOR PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION.
UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE INCIDENTAL TO THE ITEM "NPDES COMPLIANCE ".
ALL WORK TO BE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS, REQUIREMENTS AND PERMITS.
NO PAYMENT SHALL BE MADE FOR CONNECTION OF DRAINAGE STRUCTURES TO EXISTING PIPES OR STRUCTURES.
COST SHALL BE INCLUDED IN THE PRICE OF NEW INLET/MANHOLE.
ITEMS # 25, 26, 55 -69 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BOYNTON BEACH UTILITIES (BBU)
STANDARDS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION
WITH BBU FOR THEIR WORK.
" +" Denotes corrected number.
Working days to complete Three Hundred Thirty ( 330 ) calender days.
Bids as read at opening March 11, 1997.
All bids subject to O.E.O. compliance and Board Approval.
Prepared by : D. H. Landry
Checked by: J. Totino
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a 1APISU .wurr,crwr.nu:s+.w ATTACHMENT "B"
'k)JFC'.' NAM2: GAY2WAY BOULEVARD FROM MILITARY TRAIL TO CONGRESS AVENUE
PROJECT NUMBER: 93502 J. W. Chenthnnm, Inc.
rev 04/18/97
ITEM UNITS OTY UNIT PRICE AMOUNT
13 INLETS (CURB) (TYPE P -5) (CONFLICT) • EA 1 52,119.00
12 INLETS (CURB) (TYPE P -5) EA 1 51,921.00
DIFFERENCE BETWEEN ITEMS 13 & 12 EA 1 5198.00 5198.00
15 INLETS (CURB) (TYPE P-6) (CONFLICT) • EA 1 52,373.00
14 INLETS (CURB) (TYPE P -6) EA 1 52,260.00
DIFFERENCE BETWEEN ITEMS 15 & 14 EA 5 5113.00 5565.00
18 INLETS (CURB) (TYPE J -6) (CONFLICT) • EA 1 53,164.00
14 INLETS (CURB) (TYPE P -6) EA 1 52,260.00
DIFFERENCE BETWEEN ITEMS 18 AND 14 EA 3 5904.00 52,712.00
24 ADJUST INLET TOP EA 3 51,130.00 53,390.00
25 ADJUST VALVE BOXES ' EA 22 5113.00 52,486.00
26 ADJUST SANITARY MANHOLE EA 14 5565.00 57,910.00
27 CONFLICT MANHOLE (TYPE P) EA 3 51,808.00 55,424.00
29 ADJUST MANHOLE EA 25 5565.00 514,125.00
CONTINGENT ITEMS
55 6" DIP WATERMAIN LF 110 514.70 51,617.00
56 8" DIP WATERMAIN LF 1,200 519.25 523,100.00
57 12" DIP WATERMAIN LF 2,025 524.90 550,422.50
58 6" GATE VALVE EA 3 5565.00 51,695.00
59 8" GATE VALVE EA 2 5678.00 $1,356.00
60 12" GATE VALVE EA 3 51,130.00 53,390.00
61 16" X 12" TAPPING TEE EA 1 S2,940.00 52,940.00
62 12" TAPPING VALVE EA 1 51,356.00 51,356.00
63 CONFLICT MANHOLE EA 1 52,260.00 52,260.00
64 CLEANING PORT ( 12" X 12 "WYE) EA 1 51,130.00 51,130.00
CONTINGENT ITEMS
65 PROTECT WATER MAIN (10 ") LF 100 51.20 5120.00
66 PROTECT FORCE MAIN (10 ") LF 100 51.20 5120.00
67 ADJUST VALVE BOXES EA 5 5113.00 5565.00
68 ADJUST MANHOLE COVERS EA 5 5565.00 52,825.00
69 MANHOLE (J -7) (CONFLICT) EA 1 53,390.00 53,390.00
72 MANHOLE (P -7) (CONFLICT) EA 4 51,243.00 54,972.00
73 INLETS (P4) (CONFLICT) EA 1 53,503.00 53,503.00
74 INLETS (P -2) (CONFLICT) EA 1 $3,730.00 53,730.00
75 DOUBLE ROCK BASE (INCLUDES PRIME COAT) SY 200 510.00 52,000.00
77 DUCTILE IRON PIPE (8 ") FOR WM LF 20 534.00 5680.00
TOTAL 5147,981.50
ITEMS #25, 26, 55-69 SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE CITY OF BOYNTON BEACH UTILITIES (BBU)
STANDARDS AND SPECIFICATIONS, THE CONTRACTOR IS
RESPONSIBLE FOR ALL COORDINATION WITH BBU FOR THEIR
WORK.