R96-160RESOLUTION NO. R96-/~¢:'
A RESOLUTION OF THE CITY COMMISSION OF THE
CITY OF BOYNTON BEACH, FLORIDA, AUTHORIZING
AND DIRECTING THE MAYOR AND CITY CLERK TO
EXECUTE A JOI NT PROJECT
PARTICIPATION/FUNDING AGREEMENT WITH PALM
BEACH COUNTY, PROVIDING FOR THE
CONSTRUCTION OF WATER DISTRIBUTION AND/OR
SEWAGE TRANSMISSION SYSTEMS, UTILITY
ADJUSTMENTS AND OTHER IMPROVEMENTS ALONG
THE RIGHT-OF-WAY OF FLAVOR PICT ROAD (PALM
BEACH COUNTY PROJECT NO. 92504); AND
PROVIDING AN EFFECTIVE DATE.
WHEREAS, the City and County desire to jointly participate in the
construction of water distribution and/or sewage transmission systems, utility
adjustments and other improvements, along the right-of way of Flavor Pict Road
from West of the Lake Worth Drainage District Canal E-3 to E East of Military Trail
(west of Oak Arbor Drive); and
WHEREAS, Florida Statutes, Section 163.01, 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
WHEREAS, the City Commission of the City of Boynton Beach deems it to
be in the public interest that this work be constructed with the aforementioned
Project;
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
hereby authorizes and directs the Mayor and City Clerk to execute a Joint Project
Participation/Funding Agreement with Palm Beach County, said Agreement being
attached hereto as Exhibit "A".
Section 2. This Resolution shall become effective immediately upon
passage.
PASSED AND ADOPTED this ~ day of November, 1996.
CITY OF BOYNTON BEACH, FLORIDA
ATTEST:
Cit~'Clerk - -
Mayor
Commissioner
Commissioner
•
kit •
4 LORI 10y'
Department of Engineering
and Public Works March 17, 1997
PO Box 21229
West Palm Beach, FL 33416 -1229 Pete Mazzella
(561) 684 -4000 Assistant Director of Utilities
http Ilwww co palm -beach fl us City of Boynton Beach
100 East Boynton Beach Boulevard
Boynton Beach, Fl 33435
•
RE: AGREEMENT BETWEEN PALM BEACH COUNTY AND THE
CITY OF BOYNTON BEACH FOR JOINT PARTICIPATION AND
Palm Beach County PROJECT FUNDING IN CONSTRUCTION OF FLAVOR PICT
Board of County ROAD FROM WEST OF THE E -3 CANAL TO MILITARY TRAIL
Commissioners PALM BEACH COUNTY PROJECT NO. 92504
Burt Aaronson, Chairman
Maude Ford Lee, Vice Chair Dear Mr. Mazzella:
Karen T Marcus Enclosed is an executed agreement, R97- 273.D, for the above referenced
Carol A Roberts project approved by the Board of County Commissioners on March 4, 1997 for
your records.
Warren H Newell
Mary McCarty Sincerely,
Ken L Foster
O a.
Omelio A. Fernandez, P.E., Acting Directo
County Administrator Engineering & Public Works Operations
Robert Weisman, PE OAF :rcc
Enc.
pc: Edwin A. Jack, P.E., Deputy County Engineer
Tanya N. McConnell, P.E., Program Manager, Roadway Production Division
Carl Miller, Director, Construction Coordination
Evelyn Allen, Director, Administrative Services
(w /copy of executed attachments)
James W. Fandrey, P.E., Project Manager, Roadway Production M1 91 �
• � �
Joseph F. Bergeron, CPA, Capital Budget Manager/OFMB
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"An Equal Opportunity 0 ta 0 0
Affirmative Action Employer" Q p
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• punted on recycled paper
R97 273.
AGREEMENT BETWEEN PALM BEACH COUNTY, FLORIDA
AND
THE CITY OF BOYNTON BEACH
FOR JOINT PARTICIPATION AND PROJECT FUNDING IN CONSTRUCTION OF
FLAVOR PICT ROAD FROM WEST OF THE E -3 CANAL TO MILITARY TRIAL
PALM BEACH COUNTY, FLORIDA
PALM BEACH COUNTY PROJECT NO. 92504
THIS AGREEMENT, made and entered into this MAR 4 1997
day of MAR 4 1997 1996, 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 municipality in
the State of Florida, herein referred to as the "CITY ",
W I T N E S S E T H:
WHEREAS, COUNTY and CITY desire to jointly participate
in the construction of water distribution and /or sewage
transmission systems, utility adjustments and other
improvements, hereinafter referred to as the "Work" along the
right -of -way of Flavor Pict Road from West of the Lake Worth
Drainage District Canal E -3 to East of Military Trail (west of
Oak Arbor Drive), hereinafter referred to as the "Project "; and
WHEREAS, Florida Statutes, Section 163.01, 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
WHEREAS, both COUNTY and CITY declare that it is in
the public interest that the "Work" be constructed with the
aforementioned PROJECT; and
NOW, THEREFORE, for and in consideration of the mutual I
covenants contained herein, the Parties to this Agreement agree
as follows:
f
1
4
AGREEMENT WITH THE CITY OF BOYNTON BEACH
1. The CITY agrees to pay directly to the COUNTY costs
attributable to construction of the "Work" along the right -of-
way of the "Project" as outlined and shown in the Bid Documents
for Palm Beach County Project #92504.
2. Said summation of costs is stated in the amount of
$152,632.10 in accordance with the attached bid tabulation
(Attachment "B ") and summary (Attachment "C ") for the
specified work.
3. Costs shall be adjusted upon actual contract costs
and 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.
4. The CITY agrees to fund those contributions set forth
in Paragraphs 1 through 3 above within thirty (30) days of
receiving written notice from the COUNTY that funding is
required.
5. The COUNTY is to be responsible for administering the '
funds in accordance with the Agreement.
6. The CITY is to be responsible for, and agrees to
provide or cause to be performed all inspection services I
during construction of the "Work" and final certification for
the aforementioned "Work" as it relates to the CITY's work.
2
AGREEMENT WITH THE CITY OF BOYNTON BEACH
7. The COUNTY shall obtain CITY approval for any change
orders which increase the cost attributable to the
construction of water distribution, sewage collection and
transmission systems to an amount greater than the contract
amount as stated in Paragraph 2 of this agreement. The CITY
shall be responsible
for any cost caused by the CITY'S delays including but not
limited to change orders attributable to the roadway
improvements as it relates to the CITY's work.
8. In the event that additional work and funding is
required, the additional cost attributable to said
construction of the "Work" 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
"Work ", as outlined in the specification, the CITY will be
credited the excess amount.
9. Without waiver of limitation as provided for in
Section 768.28 (5), Florida Statutes, and to the extent
permitted by law, COUNTY agrees to indemnify and hold harmless
the CITY from and against any claims, losses, demands or
causes of action of whatsoever kind or nature that the CITY,
its agents or employees, may or could sustain as a result of
or emanating out of the terms and conditions contained in this
agreement that result from the COUNTY's negligence or willful
misconduct.
Without waiver of limitation as provided for in Section
768.28 (5), Florida Statutes, and to the extent permitted by
law, CITY agrees to indemnify and hold harmless the COUNTY
from and against any claims, losses, demands or causes of
action of whatsoever kind or nature that the COUNTY, its
agents or employees, may or could sustain as a result of or
emanating out of the terms and conditions contained in this
agreement that result from the CITY's negligence or willful
misconduct.
3
AGREEMENT WITH THE CITY OF BOYNTON BEACH
10. 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.
11. 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, FL 33435
ATTN: Mr. Pete Mazzella
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
}
4
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: I.. J �� B
. 4& - .€4Z 'D /A r /4'9 VGA" CHAT '
MAR 4 1997
ATTEST: ATTEST:
SUZANNE KRUSE, CITY CLERK 12QQHY H. WILKEN, CLERK GO UN � T'�r
1 / vti B E4 i
gti
BY. �� �. . qt• /// -s -., C � ,
(DATE r� . `z OR1�' ,'co ; (DATE)
' 4 , $ _ MAR 4 1997
"4;0 ` 14 s `
APPROVED AS TO FORM AND LEGAL APPROVED AS TO FORM AND LEGAL
SUFFICIENCY: SUFFICIENCY:
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BY: , u la4 G.6,- (._- -- BY - 11 70. )Z.. /
CIT ATTORNEY COUN ATT EY
R97 273
H: \roadway \agrmt \92504- BB.J2F
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ATTACHMENT "A"
PROJECT NAME: FLAVOR PICT ROAD FROM E -3 CANAL TO MILITARY TRAIL
Bergeron Land Smith & Company, Inc. J.W. Cheatham, Inc.
NUMBER: 92504 Development, Inc.
Rev. 08/23/96 UNIT UNIT UNIT AVERAGE
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT UNIT PRICE
ROADWAY ITEMS
1 MOBILIZATION 1 LS $108,857.24 $108,857.24 $130,000.00 $130,000.00 $114,920.00 $114,920.00 $117,925.75
2 MAINTENANCE OF TRAFFIC 1 LS $14,000.00 $14,000.00 $40,000.00 $40,000.00 $18,000.00 $18,000.00 $24,000.00
3 NPDES COMPLIANCE 1 LS $720.00 $720.00 $4,300.00 $4,300.00 $1,000.00 $1,000.00 $2,006.67
4 FLOATING TURBIDITY BARRIER 250 LF $9.50 $2,375.00 $8.50 $2,125.00 $8.70 $2,175.00 $8.90
5 CLEARING AND GRUBBING 1 LS $71,750.00 $71,750.00 $55,000.00 $55,000.00 $61,442.00 $61,442.00 $62,730.67
6 REGULAR EXCAVATION 20,369 CY $2.55 $51,940.95 $1.40 $28,516.60 $0.01 $203.69 $1.32
7 CHANNEL EXCAVATION 334 CY $10.70 $3,573.80 $10.60 $3,540.40 $13.56 $4,529.04 $11.62
8 EMBANKMENT (COMP. IN- PLACE)(INCL. FINAL DRESSING) 8,635 CY $1.00 $8,635.00 $1.00 $8,635.00 $6.00 $51,810.00 $2.67
9 STABILIZATION TYPE C 22,350 SY $1.45 $32,407.50 $1.75 $39,112.50 $1.63 $36,430.50 $1.61
10 LIMEROCK BASE (8 ")(INCL. PRIME COAT)(DBL. CRSE.) 19,825 SY $4.50 $89,212.50 $5.70 $113,002.50 $4.40 $87,230.00 $4.87
11 ASPHALTIC BASE COURSE (ABC- 3)(8 -1/2 ")(INCL. TACK COAT) 37 SY $17.40 $643.80 $16.25 $601.25 $26.00 $962.00 $19.88
12 ASPH. CONCRETE TYPE S (OVERBUILD)(INCL. TACK COAT) 350 TN $43.00 $15,050.00 $40.00 $14,000.00 $36.00 $12,600.00 $39.67
13 ASPH. CONCRETE TYPE S -1 (1 -1/4 ")(INCL. TACK COAT) 3,600 SY $2.80 $10,080.00 $2.60 $9,360.00 $2.40 $8,640.00 $2.60
14 ASPH. CONC. TYPE S -1 (2 -1/2 ")(TWO LIFTS)(INCL. TACK COAT) 19,469 SY $4.65 $90,530.85 $4.35 $84,690.15 $4.70 $91,504.30 $4.57
15 ASPH. CONC., MISC. (2" THICK) (GUARDRAIL MOW STRIP) 22 TN $80.00 $1,760.00 $79.00 $1,738.00 $60.00 $1,320.00 $73.00
16 CLASS I CONCRETE (ENDWALLS & TOE WALLS) 6.94 CY $535.00 $3,712.90 $495.00 $3,435.30 $567.00 $3,934.98 $532.33
17 REINFORCING STEEL (MISC.) (SIDEWALK @ LWDD DRIVES) 492 LB $1.10 $541.20 $1.00 $492.00 $1.20 $590.40 $1.10
18 INLETS (CURB) TYPE P -5 ( <10') 1 EA $1,925.00 $1,925.00 $1,620.00 $1,620.00 $2,317.00 $2,317.00 $1,954.00
19 INLETS (CURB) TYPE P-6 (<10') 8 EA $2,085.00 $16,680.00 $1,900.00 $15,200.00 $2,636.00 $21,088.00 $2,207.00
20 INLET (CURB) TYPE J -6 ( <10') 1 EA $2,900.00 $2,900.00 $2,940.00 $2,940.00 $4,256.00 $4,256.00 $3,365.33
21 INLET DITCH BOTTOM ( TYPE P -X) ( <10') (INCL. ASPH. APRON) 7 EA $1,800.00 $12,600.00 $1,375.00 $9,625.00 $2,220.00 $15,540.00 $1,798.33
22 INLETS (SPECIAL) CONTROL STRUCTURE ( >10') 1 EA $10,700.00 $10,700.00 $7,760.00 $7,760.00 $10,751.00 $10,751.00 $9,737.00
23 MANHOLE TYPE P -7T ( <10') 3 EA $1,335.00 $4,005.00 $1,025.00 $3,075.00 $1,291.00 $3,873.00 $1,217.00
24 MANHOLE TYPE J -7T ( >10') 1 EA $2,140.00 $2,140.00 $2,180.00 $2,180.00 $2,700.00 $2,700.00 $2,340.00
25 INLETS (CURB) (ADJUST EXIST. TOP) 1 EA $750.00 $750.00 $305.00 $305.00 $2,015.00 $2,015.00 $1,023.33
26 INLETS (MODIFY) (TIE -IN TO EXIST.) 2 EA $855.00 $1,710.00 $765.00 $1,530.00 $1,161.00 $2,322.00 $927.00
27 CONCRETE PIPE CULVERT (15 "RCP)(CLASS III) 297 LF $17.65 $5,242.05 $20.00 $5,940.00 $15.25 $4,529.25 $17.63
28 TRENCH SAFETY (15 "RCP) 297 LF $0.50 $148.50 $0.65 $193.05 $1.10 $326.70 $0.75
29 CONCRETE PIPE CULVERT (18 "RCP)(CLASS III) 1,370 LF $19.80 $27,126.00 $25.50 $34,935.00 $17.50 $23,975.00 $20.93
30 TRENCH SAFETY (18 "RCP) 1,370 LF $0.50 $685.00 $0.15 $205.50 $1.10 $1,507.00 $0.58
31 CONCRETE PIPE CULVERT (24 "RCP)(CLASS III) 841 LF $27.30 $22,959.30 $26.00 $21,866.00 $24.20 $20,352.20 $25.83
1
PROJECT NAME: FLAVOR PICT ROAD FROM E -3 CANAL TO MILITARY TRAIL
Bergeron Land Smith & Company, Inc. J.W. Cheatham, Inc.
NUMBER: 92504 Development, Inc.
UNIT UNIT UNIT AVERAGE
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT UNIT PRICE
32 TRENCH SAFETY (24 "RCP) 841 LF $0.50 $420.50 $1.00 $841.00 $1.10 $925.10 $0.87
33 CONCRETE PIPE CULVERT (36 "RCP)(CLASS III) 10 LF $78.65 $786.50 $86.00 $860.00 $65.00 $650.00 $76.55
34 TRENCH SAFETY (36 "RCP) 10 LF $1.60 $16.00 $0.65 $6.50 $1.10 $11.00 $1.12
35 FLARED END SECTION (ROUND CONC. PIPE)(24 ") 1 EA $430.00 $430.00 $595.00 $595.00 $1,031.00 $1,031.00 $685.33
36 MITERED END SECTION (ROUND CONC. PIPE)(24 "CD) 1 EA $430.00 $430.00 $300.00 $300.00 $670.00 $670.00 $466.67
37 MITERED END SECTION (ROUND CONC. PIPE)(24 "SD) 4 EA $430.00 $1,720.00 $300.00 $1,200.00 $670.00 $2,680.00 $466.67
38 CONC. CURB & GUTTER (TYPE F) 5,584 LF $6.10 $34,062.40 $6.25 $34,900.00 $6.22 $34,732.48 , $6.19
39 CONCRETE TRAFFIC SEPARATOR (TYPE IV) (VW) 218 SY $37.45 $8,164.10 531.00 56,758.00 $39.55 $8,621.90 $36.00
40 CONCRETE SIDEWALK (4 "THICK) (INCL. CURB CUT RAMPS) 2,642 SY $13.35 $35,270.70 $13.20 $34,874.40 $13.73 $36,274.66 $13.43
41 CONCRETE SIDEWALK (6 "THICK) 270 SY $19.60 $5,292.00 $21.00 $5,670.00 $20.34 $5,491.80 $20.31
42 RIP -RAP (SAND CEMENT) (INCL. REINF. STEEL DOWELS) 14.6 CY $290.00 $4,234.00 $230.00 $3,358.00 $260.00 $3,796.00 $260.00
43 GUARDRAIL (ROADWAY) (INCL. HINGED ACCESS PANELS) 468 LF $16.55 $7,745.40 $16.40 $7,675.20 $14.50 $6,786.00 $15.82
44 GUARDRAIL (SHOP -BENT PANELS) 57 LF $14.45 $823.65 $14.30 $815.10 $19.45 $1,108.65 $16.07
45 GUARDRAIL END ANCHORAGE ASSEMBLY (TYPE II) 1 EA $405.00 $405.00 $405.00 $405.00 $396.00 $396.00 $402.00
46 GUARDRAIL BRIDGE ANCHORAGE ASSEMBLY 4 EA $160.00 $640.00 $160.00 $640.00 $381.00 $1,524.00 $233.67
47 GUARDRAIL END ANCHORAGE ASSEMBLY (TYPE IV) 5 EA 5625.00 $3,125.00 $620.00 $3,100.00 $615.00 $3,075.00 5620.00
48 SEED AND MULCH 23,237 SY $0.23 $5,344.51 $0.20 $4,647.40 $0.18 $4,182.66 $0.20
49 SODDING (BAHAIA) (INCL. FERTILIZER & WATER) 2,172 SY S1.25 $2,715.00 $1.30 $2,823.60 $1.25 $2,715.00 $1.27
50 RECORD DRAWINGS (SEE SPECIAL PROVISIONS) 1 LS $1,285.00 $1,285.00 $1,100.00 $1,100.00 $500.00 $500.00 $961.67
51 DEMOLITION OF STRUCTURES 1 LS $5,000.00 $5,000.00 $10,100.00 $10,100.00 $3,390.00 $3,390.00 $6,163.33
52 STORM SEWER PUMPING 2,518 LF $1.10 $2,769.80 $1.50 $3,777.00 $1.00 $2,518.00 $1.20
CONTINGENCY ITEMS
53 LIMEROCK BASE (4 ") (ADD. THIG BASE AT W.M. CONFLICTS) 443 SY $3.65 $1,616.95 $6.80 $3,012.40 $2.00 $886.00 $4.15
54 MANHOLES (TYPE P -7T) ( <10') (CONFL. STR.) 1 EA $1,605.00 $1,605.00 $1,545.00 $1,545.00 $3,807.00 $3,807.00 $2,319.00
55 MANHOLES (TYPE J -7T) ( <10') ( CONFL. STR.) 2 EA $2,675.00 $5,350.00 $2,255.00 $4,510.00 $4,822.00 $9,644.00 $3,250.67
56 FENCE (REMOVE AND RESET EXIST.) (TYPE B) 600 LF $7.35 $4,410.00 $7.25 $4,350.00 $7.73 $4,638.00 $7.44
57 FENCE (REMOVE AND RESET EXIST.) (BARBED WIRE) 467 LF $3.20 $1,494.40 $3.15 $1,471.05 $3.31 $1,545.77 $3.22
58 ADJUST EXISTING VALVE BOX 9 EA $160.00 $1,440.00 $230.00 52,070.00 $78.00 $702.00 $156.00
59 RELOCATE EXISTING FIRE HYDRANT 1 EA $590.00 $590.00 $520.00 $520.00 $864.00 $864.00 $658.00
BRIDGE ITEMS
60 APPROACH SLABS (CONCRETE) 2 EA $18,000.00 $36,000.00 516,350.00 $32,700.00 $17,658.00 $35,316.00 $17,336.00
61 CLASS II CONCRETE (SUPERSTRUCTURE) 12 CY $480.00 $5,760.00 $450.00 $5,400.00 $486.00 $5,832.00 $472.00
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PROJECT NAME: FLAVOR PICT ROAD FROM E -3 CANAL TO MILITARY TRAIL
Bergeron Land Smith & Company, Inc. J.W. Cheatham, Inc.
NUMBER: 92504 Development, Inc.
UNIT UNIT UNIT AVERAGE
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT UNIT PRICE
62 CLASS II CONCRETE (SUBSTRUCTURE) 72 CY $480.00 $34,560.00 $450.00 $32,400.00 $486.00 $34,992.00 $472.00
63 CLASS III CONCRETE (SUPERSTRUCTURE) 22 CY $480.00 $10,560.00 $450.00 $9,900.00 $486.00 $10,692.00 $472.00
64 NEOPRENE PADS 7 CF $275.00 $1,925.00 $260.00 $1,820.00 $281.00 $1,967.00 $272.00
65 TRAFFIC RAILING (SIDEWALK TYPE) 75 LF $91.00 $6,825.00 $85.00 $6,375.00 $92.00 $6,900.00 $89.33
66 REINFORCING STEEL (SUPERSTRUCTURE) 2,664 LB $0.80 $2,131.20 $0.75 $1,998.00 $0.81 $2,157.84 $0.79
67 REINFORCING STEEL (SUBSTRUCTURE) 12,128 LB $0.75 $9,096.00 $0.70 $8,489.60 $0.76 $9,217.28 $0.74
68 PRESTR. SLAB UNITS (TRANSVERSELY POST - TENSIONED )(18 ") 4,021 SF $21.50 $86,451.50 $20.10 $80,822.10 $21.71 $87,295.91 M $21.10
69 PILING FURNISHED (PRESTRESSED CONCRETE) (18 "SQ) 1,275 LF $39.60 $50,490.00 $37.00 $47,175.00 $40.00 $51,000.00 $38.87
70 PILING DRIVEN (PRESTRESSED CONCRETE) (18 "SQ) 1,275 LF $3.20 $4,080.00 $3.00 $3,825.00 $3.24 $4,131.00 $3.15
71 PREFORMED PILE HOLES 3 EA $430.00 $1,290.00 $400.00 $1,200.00 $432.00 $1,296.00 $420.67
72 PILE SPLICES (18 "SQ) 3 EA $10.70 $32.10 $10.00 $30.00 $11.00 $33.00 $10.57
73 UNLOADED TEST PILES FURNISHED (18 "SQ) 115 LF $110.00 $12,650.00 $100.00 $11,500.00 $108.00 $12,420.00 $106.00
74 UNLOADED TEST PILES DRIVEN (18 "SQ) 115 LF $4.30 $494.50 $4.00 $460.00 $4.32 $496.80 $4.21
75 STRUCTURAL STEEL (MISCELLANEOUS) 24 LB $26.75 $642.00 $25.00 $600.00 $27.00 $648.00 S26.25
76 TRAFFIC BARRIER (PRE -CAST) 75 LF $53.50 $4,012.50 $50.00 $3,750.00 $54.00 $4,050.00 $52.50
77 REVETMENT (ARMOFLEX OR SIMILAR) 1,639 SY $87.45 $143,330.55 $81.75 $133,988.25 $88.00 $144,232.00 $85.73
12" WATER MAIN - CITY OF BOYNTON BEACH
78 MOBILIZATION - WATER MAIN 1 LS $1,600.00 $1,600.00 $2,080.00 $2,080.00 $1,080.00 $1,080.00 $1,586.67
79 MAINTENANCE OF TRAFFIC WATER MAIN 1 LS $575.00 $575.00 $950.00 $950.00 $2,160.00 $2,160.00 $1,228.33
80 12^ D.IP. WATER MAIN (CL 50) 2,935 LF $25.70 $75,429.50 $21.00 $61,635.00 $26.50 $77,777.50 $24.40
81 10" D.IP. WATER MAIN (CL 50) 226 LF $21.50 $4,859.00 $20.00 $4,520.00 $27.90 $6,305.40 $23.13
82 TRENCH SAFETY - WATER MAIN 3,161 LF $0.50 $1,580.50 $0.35 $1,106.35 $0.55 $1,738.55 $0.47
83 DUCTILE IRON FITTINGS (M.J.) (INCL. THURST BLKS. &EMS) 2.77 TN $3,745.00 $10,373.65 $3,375.00 $9,348.75 $4,860.00 $13,462.20 $3 ,993.33
84 AERIAL CANAL CROSSING (E -3 CANAL BRIDGE) 1 LS $11,770.00 $11,770.00 $16,120.00 $16,120.00 $14,580.00 $14,580.00 $14,156.67
85 12" GATE VALVE (M.J.) W/BOX (INCL. THURST ANC.. &EMS) 10 EA $1,070.00 $10,700.00 $980.00 $9,800.00 $1,215.00 $12,150.00 $1,088.33
86 10" GATE VALVE (M.J.) WBOX (INCL. THURST ANC.. &EMS) 2 EA $965.00 $1,930.00 $820.00 $1,640.00 $1,000.00 $2,000.00 $928.33
87 FIRE HYDRANT ASSEMBLY (INCL. 6" GATE VALVE WBOX) 2 EA $1,820.00 $3,640.00 $1,800.00 $3,600.00 $1 ,945.00 $3,890.00 $1,855.00
88 12 "X 12 "DUCTILE IRON TAPPING TEE & GATE VALVE (M .J) 1 EA $3,200.00 $3,200.00 $6,580.00 $6,580.00 $3,240.00 $3,240.00 $4,340.00
89 CONNECT TO EXISTING 12 "WATER MAIN 1 EA $320.00 $320.00 $1,000.00 $1,000.00 $1,620.00 $1,620.00 $980.00
90 2 "TERMINAL BLOWOFF ASSEMBLY (INCL. EMS) 4 EA $855.00 $3,420.00 $1,040.00 $4,160.00 $756.00 $3,024.00 $883.67
91 BACTERIOLOGICAL SAMPLE POINTS 8 EA $160.00 $1,280.00 $150.00 $1,200.00 • $162.00 $1,296.00 $157.33
92 OPEN -CUT PAVEMENT REPAIR @ ROAD CROSSING 151 SY $25.50 $3,850.50 $23.40 $3,533.40 $17.00 $2,567.00 $21.97
93 SURVEYING LAYOUT & RECORD DRAWINGS - WATER MAIN 1 LS $2,400.00 $2,400.00 $1,000.00 $1,000.00 $4,860.00 $4,860.00 $2,753.33
3
PROJECT NAME: FLAVOR PICT ROAD FROM E -3 CANAL TO MILITARY TRAIL
Bergeron Land Smith & Company, Inc. J.W. Cheatham, Inc.
NUMBER: 92504 Development, Inc.
UNIT UNIT UNIT AVERAGE
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT UNIT PRICE
94 TESTING LAB. (PROCTOR & DENSITY TESTS - BACKFILL) 1 LS $1,100.00 $1,100.00 $500.00 $500.00 $540.00 $540.00 $713.33
P.B.C.W.U.D. INTERCONNECT (WATER MAIN)
95 10" D.IP. W.M. W /F1T1'INGS 80 LF $42.80 $3,424.00 $26.00 $2,080.00 $22.00 $1,760.00 $30.27
96 8" D.IP. W.M. W /FITTINGS 60 LF $37.50 $2,250.00 $22.00 $1,320.00 $21.00 $1,260.00 $26.83
97 12" X 10" TAPPING SLEEVE & VALVE 1 EA $2,675.00 $2,675.00 $2,860.00 $2,860.00 $3,240.00 $3,240.00 $2,925.00
98 SAMPLING STATION W /ALUM. COVER & LOCK 1 EA $1,070.00 $1,070.00 $ 650.00 $650.00 $870.00 $870.00 $863.33
99 10 "G.V. WITH BOX 1 EA $965.00 $965.00 $820.00 $820.00 $1,000.00 $1,000.00 . $928.33
100 8" G.V. WITH BOX 1 EA $640.00 $640.00 $550.00 $550.00 $702.00 $702.00 $630.67
101 SAMPLING POINT 2 EA $160.00 $320.00 $150.00 $300.00 $162.00 $324.00 $157.33
102 CONC. METER VAULT, TURBO METERS W /STRAINERS, PIPING, 1 LS $26,750.00 $26,750.00 $31,875.00 $31,875.00 $28,100.00 $28,100.00 $28,908.33
$1,339,000.00 $1,339,509.35 $1,358,233.56
4
PROJECT NAME: FLAVOR PICT ROAD FROM E -3 CANAL TO MILITARY TRAIL
Charles S. Whiteside, Inc. Hardrives, Inc. Weekly Asphalt Paving, Inc
NUMBER: 92504
UNIT UNIT UNIT
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
ROADWAY ITEMS
1 MOBILIZATION 1 LS $80,000.00 $80,000.00 $110,060.00 $110,060.00 $126,000.00 $126,000.00
2 MAINTENANCE OF TRAFFIC 1 LS $35,000.00 $35,000.00 $70,170.00 $70,170.00 $49,650.00 $49,650.00
3 NPDES COMPLIANCE 1 LS $5,000.00 $5,000.00 $2,000.00 $2,000.00 $5,000.00 $5,000.00
4 FLOATING TURBIDITY BARRIER 250 LF $10.00 $2,500.00 $9.25 $2,312.50 $10.00 $2,500.00
5 CLEARING AND GRUBBING 1 LS $75,000.00 $75,000.00 $54,200.00 $54,200.00 $64,500.00 $64,500.00
6 REGULAR EXCAVATION 20,369 CY $1.75 $35,645.75 $2.25 $45,830.25 $1.76 $35,849.44 ,
7 CHANNEL EXCAVATION 334 CY $10.00 $3,340.00 $6.00 $2,004.00 $10.60 $3,540.40
8 EMBANKMENT (COMP. IN- PLACE)(INCL. FINAL DRESSING) 8,635 CY $1.25 $10,793.75 $2.40 $20,724.00 $5.17 $44,642.95
9 STABILIZATION TYPE C 22,350 SY $1.75 $39,112.50 $1.65 $36,877.50 $1.62 $36,207.00
10 LIMEROCK BASE (8 ")(INCL. PRIME COAT)(DBL. CRSE.) 19,825 SY $5.50 $109,037.50 $5.65 $112,011.25 $6.50 $128,862.50
11 ASPHALTIC BASE COURSE (ABC- 3)(8- 1 /2 ")(INCL. TACK COAT) 37 SY $30.00 $1,110.00 $50.00 $1,850.00 $17.00 $629.00
12 ASPIL CONCRETE TYPE S (OVERBUILD)(INCL. TACK COAT) 350 TN $45.00 $15,750.00 $39.00 $13,650.00 $35.00 $12,250.00
13 ASPH. CONCRETE TYPE S-1 (1- 1 /4 ")(INCL. TACK COAT) 3,600 SY $3.00 $10,800.00 $3.37 $12,132.00 $2.17 $7,812.00
14 ASPIL CONC. TYPE S-1 (2 -1/2 ")(TWO LIFTS)(INCL. TACK COAT) 19,469 SY $4.75 $92,477.75 S4.52 $87,999.88 $4.31 $83,911.39
15 ASPIL CONC., MISC. (2" THICK) (GUARDRAIL MOW STRIP) 22 TN $100.00 $2,200.00 $100.00 $2,200.00 $60.00 $1,320.00
16 CLASS I CONCRETE (ENDWALLS & TOE WALLS) 6.94 CY $400.00 $2,776.00 $425.00 $2,949.50 $500.00 $3,470.00
17 REINFORCING STEEL (MISC.) (SIDEWALK @ LWDD DRIVES) 492 LB $1.50 $738.00 $0.75 $369.00 $0.90 $442.80
18 INLETS (CURB) TYPE P -5 ( <10') 1 EA $2,000.00 $2,000.00 $1 ,908.00 $1,908.00 $1,800.00 $1,800.00
19 INLETS (CURB) TYPE P-6 ( <10') 8 EA $2,100.00 $16,800.00 $1,970.00 $15,760.00 $1 ,950.00 $15,600.00
20 INLET (CURB) TYPE J-6 ( <10') 1 EA $3,400.00 $3,400.00 $3,180.00 $3,180.00 $2,700.00 $2,700.00
21 INLET DITCH BOTTOM ( TYPE P -X) ( <10') (INCL. ASPIL APRON) 7 EA $1,300.00 $9,100.00 $2,000.00 $14,000.00 $1,600.00 $11,200.00
22 INLETS (SPECIAL) CONTROL STRUCTURE ( >10') 1 EA $7,500.00 $7,500.00 $5,300.00 $5,300.00 $10,000.00 $10,000.00
23 MANHOLE TYPE P -71' ( <10') 3 EA $1,000.00 $3,000.00 $1,060.00 $3,180.00 $1,250.00 $3,750.00
24 MANHOLE TYPE J -7T ( >10') 1 EA $2,000.00 $2,000.00 $2,150.00 $2,150.00 $2,000.00 $2,000.00
25 INLETS (CURB) (ADJUST EXIST. TOP) 1 EA $1,800.00 $1,800.00 $2,120.00 $2,120.00 $700.00 $700.00
26 INLETS (MODIFY) (TIE -IN TO EXIST.) 2 EA $750.00 $1,500.00 $1,060.00 $2,120.00 $800.00 $1,600.00
27 CONCRETE PIPE CULVERT (15 "RCP)(CLASS III) 297 LF $38.00 $11,286.00 $29.68 $8,814.96 $16.50 $4,900.50
28 TRENCH SAFETY (15 "RCP) 297 LF $1.00 $297.00 $1.05 $311.85 $0.50 $148.50
29 CONCRETE PIPE CULVERT (18 "RCP)(CLASS III) 1,370 LF $33.00 $45,210.00 $27.50 $37,675.00 $18.50 $25,345.00
30 TRENCH SAFETY (18 "RCP) 1,370 LF $1.00 $1,370.00 $1.10 $1,507.00 $0.50 $685.00
31 CONCRETE PIPE CULVERT (24 "RCP)(CLASS III) 841 LF $34.00 $28,594.00 $28.75 $24,178.75 $25.50 $21,445.50
5
PROJECT NAME: FLAVOR PICT ROAD FROM E -3 CANAL TO MILITARY TRAIL
Charles S. Whiteside, Inc. Hardrives, Inc. Weekly Asphalt Paving, Inc
NUMBER: 92504
UNIT UNIT UNIT
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
32 TRENCH SAFETY (24 "RCP) 841 LF $1.00 $841.00 $1.10 $925.10 $0.50 $420.50
33 CONCRETE PIPE CULVERT (36 "RCP)(CLASS III) 10 LF $80.00 $800.00 $52.00 $520.00 $73.50 $735.00
34 TRENCH SAFETY (36 "RCP) 10 LF $1.00 $10.00 $1.00 $10.00 $1.50 $15.00
35 FLARED END SECTION (ROUND CONC. PIPE)(24 ") 1 EA $600.00 $600.00 $636.00 $636.00 $400.00 $400.00
36 MITERED END SECTION (ROUND CONC. PIPE)(24 "CD) 1 EA $500.00 $500.00 $470.00 $470.00 $400.00 $400.00
37 MITERED END SECTION (ROUND CONC. PIPE)(24 "SD) 4 EA $500.00 $2,000.00 $530.00 $2,120.00 $400.00 $1,600.00
38 CONC. CURB & GUTTER (TYPE F) 5,584 LF $6.25 $34,900.00 $6.15 $34,341.60 $6.00 $33,504.00
x
39 CONCRETE TRAFFIC SEPARATOR (TYPE IV) (VW) 218 SY $35.00 S7,630.00 $30.00 $6,540.00 $28.00 $6,104.00
40 CONCRETE SIDEWALK (4 "THICK) (INCL. CURB CUT RAMPS) 2,642 SY $12.75 $33,685.50 $13.75 $36,327.50 $13.00 $34,346.00
41 CONCRETE SIDEWALK (6 "THICK) 270 SY $17.00 $4,590.00 $18.55 $5,008.50 $17.50 $4,725.00
42 RIP -RAP (SAND CEMENT) (INCL. REINF. STEEL DOWELS) 14.6 CY $350.00 $5,110.00 $235.00 $3,431.00 + $300.00 $4,380.00
43 GUARDRAIL (ROADWAY) (INCL. HINGED ACCESS PANELS) 468 LF $14.00 $6,552.00 $14.00 $6,552.00 $21.65 $10,132.20
44 GUARDRAIL (SHOP -BENT PANELS) 57 LF $19.00 $1,083.00 $19.00 $1,083.00 $23.00 $1,311.00
45 GUARDRAIL END ANCHORAGE ASSEMBLY (TYPE II) 1 EA $400.00 $400.00 $385.00 $385.00 $280.00 $280.00
46 GUARDRAIL BRIDGE ANCHORAGE ASSEMBLY 4 EA $400.00 $1,600.00 $370.00 $1,480.00 $190.00 S760.00
47 GUARDRAIL END ANCHORAGE ASSEMBLY (TYPE IV) S EA $600.00 $3,000.00 $600.00 $3,000.00 $575.00 $2,875.00
48 SEED AND MULCH 23,237 SY $0.35 $8,132.95 $0.18 $4,182.66 $0.18 $4,182.66
49 SODDING (BAHAIA) (INCL. FERTILIZER & WATER) 2,172 SY $1.50 $3,258.00 $1.20 $2,606.40 $1.17 $2,541.24
50 RECORD DRAWINGS (SEE SPECIAL PROVISIONS) 1 LS $5,000.00 $5,000.00 $2,000.00 $2,000.00 $1,900.00 $1,900.00
51 DEMOLITION OF STRUCTURES 1 LS $5,000.00 $5,000.00 $6,500.00 $6,500.00 $5,100.00 $5,100.00
52 STORM SEWER PUMPING 2,518 LF $1.00 $2,518.00 $2.90 $7,302.20 $1.00 $2,518.00
CONTINGENCY ITEMS
53 LIMEROCK BASE (4 ") (ADD. THK BASE AT W.M. CONFLICTS) 443 SY $10.00 $4,430.00 $3.50 $1,550.50 $5.80 $2,569.40
54 MANHOLES (TYPE P -7T) ( <10') (CONFL. STR.) 1 EA $3,500.00 $3,500.00 $2,225.00 $2,225.00 $1,500.00 $1,500.00
55 MANHOLES (TYPE J -7T) ( <10') (CONFL. STR) 2 EA • $4,000.00 $8,000.00 $3,075.00 $6,150.00 $2,500.00 $5,000.00
56 FENCE (REMOVE AND RESET EXIST.) (TYPE B) 600 LF $5.00 $3,000.00 $9.00 $5,400.00 $6.84 $4,104.00
57 FENCE (REMOVE AND RESET EXIST.) (BARBED WIRE) 467 LF S5.00 $2,335.00 $7.00 $3,269.00 $2.97 $1,386.99
58 ADJUST EXISTING VALVE BOX 9 EA $200.00 $1,800.00 $210.00 $1,890.00 $150.00 $1,350.00
59 RELOCATE EXISTING FIRE HYDRANT 1 EA $750.00 $750.00 $1,590.00 $1,590.00 $550.00 $550.00
BRIDGE ITEMS
60 APPROACH SLABS (CONCRETE) 2 EA $20,000.00 $40,000.00 $17,331.00 $34,662.00 • $8,000.00 $16,000.00
61 CLASS II CONCRETE (SUPERSTRUCTURE) 12 CY $500.00 $6,000.00 $480.00 $5,760.00 $500.00 $6,000.00
6
PROJECT NAME: FLAVOR PICT ROAD FROM E -3 CANAL TO MILITARY TRAIL
Charles S. Whiteside, Inc. Hardrives, Inc. Weekly Asphalt Paving, Inc
NUMBER: 92504
UNIT UNIT UNIT
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
62 CLASS II CONCRETE (SUBSTRUCTURE) 72 CY $500.00 $36,000.00 $480.00 $34,560.00 $800.00 $57,600.00
63 CLASS III CONCRETE (SUPERSTRUCTURE) 22 CY $500.00 $11,000.00 $475.00 $10,450.00 $500.00 $11,000.00
64 NEOPRENE PADS 7 CF $300.00 $2,100.00 $275.00 $1,925.00 $650.00 $4,550.00
65 TRAFFIC RAILING (SIDEWALK TYPE) 75 LF $95.00 $7,125.00 $90.00 $6,750.00 $75.00 $5,625.00
66 REINFORCING STEEL (SUPERSTRUCTURE) 2,664 LB $1.00 $2,664.00 $0.80 $2,131.20 $1.00 $2,664.00
67 REINFORCING STEEL (SUBSTRUCTURE) 12,128 LB $1.00 $12,128.00 $0.80 $9,702.40 $1.00 $12,128.00
68 PRESTR. SLAB UNITS (TRANSVERSELY POST - TENSIONED )(18 ") 4,021 SF $21.00 $84,441.00 $21.50 $86,451.50 $30.00 $120,630.00
69 PILING FURNISHED (PRESTRESSED CONCRETE) (18 "SQ) 1,275 LF $40.00 $51,000.00 $40.00 $51,000.00 $64.00 $81,600.00
70 PILING DRIVEN (PRESTRESSED CONCRETE) (18 "SQ) 1,275 LF $3.50 $4,462.50 $3.25 $4,143.75 $1.00 $1,275.00
71 PREFORMED PILE HOLES 3 EA $450.00 $1,350.00 $450.00 $1,350.00 $500.00 $1,500.00
72 PILE SPLICES (18 "SQ) 3 EA $10.00 $30.00 $15.00 $45.00 $500.00 $1,500.00
73 UNLOADED TEST PILES FURNISHED (18 "SQ) 115 LF $110.00 $12,650.00 $110.00 $12,650.00 $115.00 $13,225.00
74 UNLOADED TEST PILES DRIVEN (18 "SQ) 115 LF $4.00 $460.00 $5.00 $575.00 $1.00 $115.00
75 STRUCTURAL STEEL (MISCELLANEOUS) 24 LB $25.00 $600.00 $30.00 $720.00 $15.00 $360.00
76 TRAFFIC BARRIER (PRE -CAST) 75 LF $55.00 $4,125.00 $55.00 $4,125.00 $85.00 $6,375.00
77 REVETMENT (ARMOFLEX OR SIMILAR) 1,639 SY $60.00 $98,340.00 $58.00 $95,062.00 $85.50 $140,134.50
12" WATER MAIN - CITY OF BOYNTON BEACH
78 MOBILIZATION - WATER MAIN 1 LS $10,000.00 $10,000.00 $2,150.00 $2,150.00 $1,750.00 $1,750.00
79 MAINTENANCE OF TRAFFIC WATER MAIN 1 LS $3,500.00 $3,500.00 $5,000.00 $5,000.00 $1,750.00 $1,750.00
80 12" D.IP. WATER MAIN (CL 50) 2,935 LF $28.00 $82,180.00 $24.50 $71,907.50 $24.00 $70,440.00
81 10" D.IP. WATER MAIN (CL 50) 226 LF $39.00 $8,814.00 $22.25 $5,028.50 $20.00 $4,520.00
82 TRENCH SAFETY - WATER MAIN 3,161 LF $1.00 $3,161.00 $0.55 $1,738.55 $0.50 $1,580.50
83 DUCTILE IRON FITTINGS (M.J.) (INCL. THURST BLKS. &EMS) 2.77 TN $3,500.00 $9,695.00 $5,300.00 $14,681.00 $3,500.00 $9,695.00
84 AERIAL CANAL CROSSING (E -3 CANAL BRIDGE) 1 LS $20,000.00 $20,000.00 $20,200.00 $20,200.00 $11,000.00 $11,000.00
85 12" GATE VALVE (M.J.) WBOX (INCL. THURST ANC.. &EMS) 10 EA $1,000.00 $10,000.00 $980.00 $9,800.00 $1,000.00 $10,000.00
86 10" GATE VALVE (M.J.) WBOX (INCL. THURST ANC.. &EMS) 2 EA $950.00 $1,900.00 $795.00 $1,590.00 $900.00 $1,800.00
87 FIRE HYDRANT ASSEMBLY (INCL. 6" GATE VALVE WBOX) 2 EA $2,500.00 $5,000.00 $1,908.00 $3,816.00 $1,700.00 $3,400.00
88 12 "X 12 "DUCTILE IRON TAPPING TEE & GATE VALVE (NLJ.) 1 EA $4,000.00 $4,000.00 $3,600.00 $3,600.00 $3,000.00 $3,000.00
89 CONNECT TO EXISTING 12 "WATER MAIN 1 EA $650.00 $650.00 $1,175.00 $1,175.00 $300.00 $300.00
90 2 "TERMINAL BLOWOFF ASSEMBLY (INCL. EMS) 4 EA $550.00 $2,200.00 $750.00 $3,000.00 $800.00 $3,200.00
91 BACTERIOLOGICAL SAMPLE POINTS 8 EA $300.00 $2,400.00 $215.00 $1,720.00 $150.00 $1,200.00
92 OPEN - CUT PAVEMENT REPAIR (a3 ROAD CROSSING 151 SY $20.00 $3,020.00 $20.00 $3,020.00 $10.00 $1,510.00
93 SURVEYING LAYOUT & RECORD DRAWINGS - WATER MAIN 1 LS $3,500.00 $3,500.00 $2,475.00 $2,475.00 $1,835.00 $1,835.00
7
PROJECT NAME: FLAVOR PICT ROAD FROM E -3 CANAL TO MILITARY TRAIL
Charles S. Whiteside, Inc. Hardrives, Inc. Weekly Asphalt Paving, Inc
NUMBER: 92504
UNIT UNIT UNIT
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
94 TESTING LAB. (PROCTOR & DENSITY TESTS - BACKFILL) 1 LS $1,200.00 $1,200.00 $1,510.00 $1,510.00 $700.00 $700.00
P.B.C.W.0 D. INTERCONNECT (WATER MAIN)
95 10" D.IP. W.M. W /111T1TNGS 80 LF $33.00 $2,640.00 $33.50 $2,680.00 $40.00 $3,200.00
96 8" D.IP. W.M. W/FITTINGS 60 LF $30.00 $1,800.00 $52.00 $3,120.00 $35.00 $2,100.00
97 12" X 10" TAPPING SLEEVE & VALVE 1 EA $3,300.00 $3,300.00 $3,300.00 $3,300.00 $2,500.00 $2,500.00
98 SAMPLING STATION W /ALUNL COVER & LOCK 1 EA $1,600.00 $1,600.00 $1,272.00 $1,272.00 $1,000.00 $1,000.00
99 10 "G.V. WITH BOX 1 EA $1,000.00 $1,000.00 $795.00 $795.00 $900.00 $900.00 .
100 8" G.V. WITH BOX 1 EA $600.00 $600.00 $650.00 $650.00 $600.00 $600.00
101 SAMPLING POINT 2 EA $300.00 $600.00 $215.00 $430.00 $150.00 $300.00
102 CONC. METER VAULT, TURBO METERS W /STRAINERS, PIPING, 1 LS $33,000.00 $33,000.00 $40,280.00 $40,280.00 $25,000.00 $25,000.00
$1,396,399.20 S1,414,042.30 + $1,488,713.97
+ Corrected total
8
PROJECT NAME: FLAVOR PICT ROAD FROM E -3 CANAL TO MILITARY TRAIL
Ranger Construction Community Asphalt Corp.
NUMBER: 92504 Industries, Inc.
UNIT UNIT
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT
ROADWAY ITEMS
1 MOBILIZATION 1 LS $120,000.00 S120,000.00 $100,000.00 $100,000.00
2 MAINTENANCE OF TRAFFIC 1 LS $62,550.00 $62,550.00 $38,000.00 $38,000.00
3 NPDES COMPLIANCE 1 LS $3,850.00 $3,850.00 $1,500.00 $1,500.00
4 FLOATING TURBIDITY BARRIER 250 LF $9.50 $2,375.00 $10.00 $2,500.00
S CLEARING AND GRUBBING 1 LS $108,000.00 $108,000.00 $85,000.00 $85,000.00
6 REGULAR EXCAVATION 20,369 CY $1.75 $35,645.75 $3.20 $65,180.80 • .
7 CHANNEL EXCAVATION 334 CY $13.25 $4,425.50 $7.00 $2,338.00
8 EMBANKMENT (COMP. IN- PLACE)(INCL. FINAL DRESSING) 8,635 CY $4.05 $34,971.75 $2.50 $21,587.50
9 STABILIZATION TYPE C 22,350 SY $1.85 $41,347.50 $2.00 $44,700.00
10 LIMEROCK BASE (8 ")(INCL. PRIME COAT)(DBL. CRSE.) 19,825 SY $5.20 $103,090.00 $6.50 $128,862.50
11 ASPHALTIC BASE COURSE (ABC- 3)(8- 1 /2 ")(INCL. TACK COAT) 37 SY $50.00 $1,850.00 $16.25 $601.25
12 ASPIL CONCRETE TYPE S (OVERBUILD)(INCL. TACK COAT) 350 TN $41.75 $14,612.50 $40.00 $14,000.00
13 ASPIL CONCRETE TYPE 5-1 (1- 1 /4 ")(INCL. TACK COAT) 3,600 SY $2.50 $9,000.00 $2.60 $9,360.00
14 ASPIL CONC. TYPE 5-1 (2 -1/2 ")(TWO LIFTS)(INCL. TACK COAT) 19,469 SY $3.95 $76,902.55 $4.33 $84,300.77
15 ASPIL CONC., MISC. (2" THICK) (GUARDRAIL MOW STRIP) 22 TN $60.35 $1,327.70 $100.00 $2,200.00
16 CLASS I CONCRETE (ENDWALLS & TOE WALLS) 6.94 CY $440.00 $3,053.60 $440.00 $3,053.60
17 REINFORCING STEEL (MISC.) (SIDEWALK @ LWDD DRIVES) 492 LB $0.80 $393.60 $1.00 $492.00
18 INLETS (CURB) TYPE P -S ( <10') 1 EA $1,980.00 S1,980.00 $2,000.00 $2,000.00
19 INLETS (CURB) TYPE P-6 ( <10') 8 EA $2,050.00 $16,400.00 $2,050.00 $16,400.00
20 INLET (CURB) TYPE J-6 ( <10') 1 EA $3,300.00 $3,300.00 $3,300.00 $3,300.00
21 INLET DITCH BOTTOM ( TYPE P -X) ( <10') (INCL. ASPH. APRON) 7 EA $1 ,925.00 $13,475.00 $1,650.00 $11,550.00
22 INLETS (SPECIAL) CONTROL STRUCTURE ( >10') 1 EA $5,500.00 $5,500.00 $5,500.00 $5,500.00
23 MANHOLE TYPE P -7T ( <10') 3 EA $1,100.00 $3,300.00 $1,100.00 $3,300.00
24 MANHOLE TYPE J -7T ( >10') 1 EA $2,230.00 $2,230.00 $2,250.00 $2,250.00
25 INLETS (CURB) (ADJUST EXIST. TOP) 1 EA $2,200.00 $2,200.00 $2,200.00 $2,200.00
26 INLETS (MODIFY) (TIE -IN TO EXIST.) 2 EA $1,100.00 $2,200.00 $1,100.00 $2,200.00
27 CONCRETE PIPE CULVERT (15 "RCP)(CLASS III) 297 LF $30.75 $9,132.75 $31.00 $9,207.00
28 TRENCH SAFETY (15 "RCP) 297 LF $1.10 $326.70 $1.00 $297.00
29 CONCRETE PIPE CULVERT (18 "RCP)(CLASS III) 1,370 LF $28.55 $39,113.50 $28.50 $39,045.00
30 TRENCH SAFETY (18 "RCP) 1,370 LF $1.10 $1,507.00 $1.00 $1,370.00
31 CONCRETE PIPE CULVERT (24 "RCP)(CLASS III) 841 LF $29.65 $24,935.65 $30.00 $25,230.00
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PROJECT NAME: FLAVOR PICT ROAD FROM E -3 CANAL TO MILITARY TRAIL
Ranger Construction Community Asphalt Corp.
NUMBER: 92504 Industries, Inc.
UNIT UNIT
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT
62 CLASS II CONCRETE (SUBSTRUCTURE) 72 CY $495.00 $35,640.00 $605.00 $43,560.00
63 CLASS III CONCRETE (SUPERSTRUCTURE) 22 CY $495.00 $10,890.00 $528.00 $11,616.00
64 NEOPRENE PADS 7 CF $285.00 $1,995.00 $605.00 $4,235.00
65 TRAFFIC RAILING (SIDEWALK TYPE) 75 LF $93.50 $7,012.50 $83.00 $6,225.00
66 REINFORCING STEEL (SUPERSTRUCTURE) 2,664 LB $0.80 $2,131.20 $0.55 $1,465.20
67 REINFORCING STEEL (SUBSTRUCTURE) 12,128 LB $0.80 $9,702.40 $0.55 $6,670.40
68 PRESTR. SLAB UNITS (TRANSVERSELY POST - TENSIONED )(18 ") 4,021 SF $22.15 $89,065.15 $35.20 $141,539.20 .
69 PILING FURNISHED (PRESTRESSED CONCRETE) (18 "SQ) 1,275 LF $40.65 $51,828.75 $53.00 $67,575.00
70 PILING DRIVEN (PRESTRESSED CONCRETE) (18 "SQ) 1,275 LF $3.30 $4,207.50 $2.20 $2,805.00
71 PREFORMED PILE HOLES 3 EA $440.00 $1,320.00 $275.00 $825.00
72 PILE SPLICES (18 "SQ) 3 EA $11.00 $33.00 $220.00 $660.00
73 UNLOADED TEST PILES FURNISHED (18 "SQ) 115 LF $110.00 $12,650.00 $187.00 $21,505.00
74 UNLOADED TEST PILES DRIVEN (18 "SQ) 115 LF $4.40 $506.00 $3.00 $345.00
75 STRUCTURAL STEEL (MISCELLANEOUS) 24 LB $27.45 $658.80 $9.00 $216.00
76 TRAFFIC BARRIER (PRE -CAST) 75 LF $55.00 $4,125.00 $90.00 56,750.00
77 REVETMENT (ARMOFLEX OR SIMILAR) 1,639 SY $85.55 $140,216.45 $61.00 $99,979.00
12" WATER MAIN - CITY OF BOYNTON BEACH
78 MOBILIZATION - WATER MAIN 1 LS $2,200.00 $2,200.00 $2,200.00 $2,200.00
79 MAINTENANCE OF TRAFFIC WATER MAIN 1 LS $2,200.00 $2,200.00 $500.00 $500.00
80 12" D.IP. WATER MAIN (CL 50) 2,935 LF $25.25 $74,108.75 $25.30 $74,255.50
81 10" D.IP. WATER MAIN (CL 50) 226 LF $23.10 $5,220.60 $23.00 $5,198.00
82 TRENCH SAFETY - WATER MAIN 3,161 LF $0.55 $1,738.55 $1.00 $3,161.00
83 DUCTILE IRON FITTINGS (M.J.) (INCL. THURST BLKS. &EMS) 2.77 TN $5,500.00 $15,235.00 $5,500.00 $15,235.00
84 AERIAL CANAL CROSSING (E -3 CANAL BRIDGE) 1 LS $22,250.00 $22,250.00 $21,000.00 $21,000.00
85 12" GATE VALVE (Mi) WBOX (INCL. THURST ANC.. &EMS) 10 EA $1,015.00 $10,150.00 $1,000.00 $10,000.00
86 10" GATE VALVE (M.J.) WBOX (INCL. THURST ANC.. &EMS) 2 EA $1,650.00 $3,300.00 $825.00 $1,650.00
87 FIRE HYDRANT ASSEMBLY (INCL. 6" GATE VALVE WBOX) 2 EA $1,980.00 $3,960.00 $2,000.00 $4,000.00
88 12 "X 12 "DUCTILE IRON TAPPING TEE & GATE VALVE (M.J.) 1 EA $3,750.00 $3,750.00 $3,750.00 $3,750.00
89 CONNECT TO EXISTING 12 "WATER MAIN 1 EA $1,200.00 $1,200.00 $1,200.00 $1,200.00
90 2 "TERMINAL BLOWOFF ASSEMBLY (INCL. EMS) 4 EA $770.00 $3,080.00 $770.00 $3,080.00
91 BACTERIOLOGICAL SAMPLE POINTS 8 EA $220.00 $1,760.00 $220.00 $1,760.00
92 OPEN -CUT PAVEMENT REPAIR ROAD CROSSING 151 SY $16.50 $2,491.50 $5.00 $755.00
93 SURVEYING LAYOUT & RECORD DRAWINGS - WATER MAIN 1 LS $1,920.00 $1,920.00 $500.00 $500.00
11
PROJECT NAME: FLAVOR PICT ROAD FROM E -3 CANAL TO MILITARY TRAIL
Ranger Construction Community Asphalt Corp.
NUMBER: 92504 Industries, Inc.
Rev. 08/23/96 UNIT UNIT
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT
94 TESTING LAB. (PROCTOR & DENSITY TESTS - BACKFILL) 1 LS $550.00 $550.00 $500.00 $500.00
P.B.C.W.U.D. INTERCONNECT (WATER MAIN)
95 10" D.IP. W.M. W/FITTINGS 80 LF $34.60 $2,768.00 $34.00 $2,720.00
96 8" D.IP. W.M. W/FITTINGS 60 LF $53.85 $3,231.00 $54.00 $3,240.00
97 12" X 10" TAPPING SLEEVE & VALVE 1 EA $3,400.00 $3,400.00 $3,400.00 $3,400.00
98 SAMPLING STATION W /ALUM. COVER & LOCK 1 EA $1,320.00 $1,320.00 $1,300.00 $1,300.00
99 10 "G.V. WITH BOX 1 EA $825.00 $825.00 $800.00 $800.00
100 8" G.V. WITH BOX 1 EA $660.00 $660.00 $700.00 $700.00
101 SAMPLING POINT 2 EA $220.00 $440.00 $220.00 $440.00
102 CONC. METER VAULT, TURBO METERS W /STRAINERS, PIPING, 1 LS $38,500.00 $38,500.00 $38,500.00 $38,500.00
$1,535,474.90 $1,546,134.47
Notes:
Note: Contingency items may be increased, decreased, or deleted, as directed by the engineer.
Note: Item No. 1 includes cost of remobilization in the area of clearing for utility relocation.
(See special provisions)
Note: Item No. 2 includes any cost associated with the maintenance of traffic for utility relocation area.
Note: Items No. 11 -15 include bituminous material and tack coat as required.
Note: Item No. 51 includes the cost of demolition, removal, and disposal of debris in approved disposal area.
Note: Items 54 and 55 include the cost of steel casings.
Note: Items No. 78 -94 shall be constructed in accordance with the City of Boynton Beach Standards and
Specifications. All coordination with the City for their work shall be the contractors responsibility.
All costs associated with the coordination shall be included in the items.
Note: Items No. 95 - 102 shall be constructed in accordance with Palm Beach County Water
Utilities Department (PBCWUD) Standards and Specifications. All coordination with the
PBCWUD for their work shall be the contractors responsibility. All costs associated with
the coordination shall be included in the items.
Working days to complete ( 200) two hundred calender days.
Bids as read at opening June 25, 1996.
All bids subject to O.E.O. compliance and Board approval.
Prepared by: D.H. Landry
Checked by: R.L. Terrell Sr.
12
HARIOWAYVARUBIDSN70230111a116111.0d401 0416
ATTACHMENT "B"
PROJECT NAME: FLAVOR PICT ROAD FROM E-3 CANAL TO MILITARY TRAIL
Rev. 08/23/96 UNIT
ITEM • QTY. UNITS PRICE AMOUNT
CONTINGENCY ITEMS - CITY OF BOYNTON BEACH
53 LIMEROCK BASE (4 ") (ADD. THE BASE AT W.M. CONFLICTS) 443 SY $3.65 $1,616.95
54 MANHOLES (TYPE P -7T) ( <10') (CONFL STR) 1 EA $1,605.00 $1,605.00
55 MANHOLES (TYPE J-7I) (<10') (CONFL STR.) 2 EA $2,675.00 $5,350.00
58 ADJUST EXISTING VALVE BOX 9 EA $160.00 $1,440.00
59 RELOCATE EXISTING FIRE HYDRANT 1 EA $590.00 $590.00
BRIDGE ITEMS
62 CLASS II CONCRETE ( SUBSTRUCTURE) 5.20 CY S480.00 $2,496.00
67 REINFORCING STEEL (SUBSTRUCTURE) 1,152 LB $0.75 $864.00
75 STRUCTURAL STEEL (MISC.) CITY OF BOYNTON BEACH 24 LB $26.75 $642.00
12" WATER MAIN - CITY OF BOYNTON BEACH
78 MOBILIZATION - WATER MAIN 1 LS $1,600.00 $1,600.00
79 MAINTENANCE OF TRAFFIC WATER MAIN 1 IS $575.00 $575.00
80 12" DIP. WATER MAIN (CL 50) 2,935 LF $25.70 $75,429.50
81 10" DIP. WATER MAIN (CL 50) 226 LF $21.50 $4,859.00
82 TRENCH SAFETY - WATER MAIN 3,161 LF $0.50 $1,580.50
83 DUCTILE IRON FITTINGS (M.J.) (INCL THURST BLKS. &EMS) 2.77 TN $3,745.00 $10,373.65
84 AERIAL CANAL CROSSING (E -3 CANAL BRIDGE) 1 LS $11,770.00 $11,770.00
85 12" GATE VALVE (M.J.) WBOX (INCL THURST ANC.. &EMS) 10 EA $1,070.00 $10,700.00
86 10" GATE VALVE (KJ) WBOX (INCL THURST ANC.. &EMS) 2 EA $965.00 $1,930.00
87 FIRE HYDRANT ASSEMBLY (INCL 6" GATE VALVE WBOX) 2 EA $1,820.00 $3,640.00
88 12 "X 12 "DUCTILE IRON TAPPING TEE & GATE VALVE (IL) 1 EA $3,200.00 $3,200.00
89 CONNECT TO EXISTING 12 "WATER MAIN 1 EA $320.00 5320.00
90 2 "TERMINAL BLOWOFF ASSEMBLY (INCL EMS) 4 EA $855.00 $3,420.00
91 BACTERIOLOGICAL SAMPLE POINTS 8 EA $160.00 $1,280.00
92 OPEN -CUT PAVEMENT REPAIR @ ROAD CROSSING 151 SY $25.50 53,850.50
93 SURVEYING LAYOUT & RECORD DRAWINGS - WATER MAIN 1 LS $2,400.00 $2,400.00
94 TESTING LAB. (PROCTOR & DENSITY TESTS - BACKFILL) 1 IS $1,100.00 S1,100.00
$152,632.10