R97-011RESOLUTION 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 AGREEMENT
BETWEEN THE CITY OF BOYNTON BEACH,
FLORIDA AND THE PALM BEACH COUNTY, FOR
JOINT PROJECT PARTICIPATION AND PROJECT
FUNDING IN CONSTRUCTION OF WOOLBRIGHT
ROAD FROM CONGRESS AVENUE TO !-95; (PBC
PROJECT NO. 93507); AND PROVIDING AN
EFFECTIVE DATE.
WHEREAS, Palm Beach County (COUNTY) and the City of Boynton Beach
(CITY), mutually 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 Woolbright Road
from Congress Avenue to 1-95 (hereinafter referred to as "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 "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, does
hereby authorize and direct the Mayor and City Clerk to execute an Agreement
between the City of Boynton Beach and Palm Beach County, for joint project
participation and project funding in construction of Woolbright Road from Congress
Avenue to 1-95, a copy of said Agreement being attached hereto as Exhibit "A",
Section 2. That this Resolution shall become effective immediately upon
passage.
PASSED AND ADOPTED this
ATTEST:
Cit~'Clerk
day of January, 1997.
CITY OF BOYNTON BEACH, FLORIDA
Mayor
Vice
Commissioner
Commissioner
/~ · .
x'97 -"/
897. 309 - 0
AGREEMENT BETWEEN PALM BEACH COUNTY, FLORIDA
AND
THE CITY OF BOYNTON BEACH
FOR JOINT PARTICIPATION AND PROJECT FUNDING IN CONSTRUCTION OF
WOOLBRIGHT ROAD FROM CONGRESS AVENUE TO I -95
PALM BEACH COUNTY, FLORIDA
PALM BEACH COUNTY PROJECT NO. 93507
THIS AGREEMENT, made and entered into this
w �
day of 1 Pt/ 1997, by and between PALM BEACH COUNTY,1
a political subdivision in the State of Florida, herein referred
, to as "COUNTY" and the CITY OF BOYNTON BEACH, a municipality inl
' 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 Woolbright Road from Congress Avenue to I -95,
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
covenants contained herein, the Parties to this Agreement agree
as follows:
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 #93507.
2. Said summation of costs is stated in the amount of
$9,185.00 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
during construction of the "Work" and final certification for
the aforementioned "Work" as it relates to the CITY's work.
t
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
r
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
44
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
1
i
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,j
BY ITS BOARD OF COUNTY
COMMISSIONERS
BY: Ai • /I BY .. , .•,l
L-,. ','`, MAR 18 1997
� COUNTY,
, c0.1
L p 1
ATTEST: ATT $ - cib
SUZANNE KRUSE, CITY CLERK DOROTHY H. WILKEN, CLERK
BY : " Cliir�lcL .t .. - BY :4 idrLe_z::;t-d
SATE) (DATE)
��-��/ Ueputy Clerk
MAR 1 8 191
APPROVED AS TO FORM AND LEGAL APPROVED AS TO FORM AND LEGAL
SUFFICIENCY: SUFFICIENCY:
BY: �� 'Z B Y : /L�/141 � dz,
CIT ATTORNEY COUN Y ATTORNEY
R97.309
H: \roadway \agrmt \92504 98.J
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H VROADWAY\QPRO\BH]6V3\93507T WB2 05- Aug -96 09 17 AM
PROJECT NAME: WOOLBRIGHT ROAD FROM CONGRESS AVENUE TO I -95
Hard rives Inc. Bergeron Land State Contracting &
PROJECT NUMBER: 93507 Development Inc. Engineering Corp.
UNIT UNIT UNIT AVERAGE
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT UNIT PRICE
33 CONCRETE PIPE CULVERT (24 ") 396 LF $31.50 512,474.00 534.00 $13,464.00 524.00 59,504.00 $29.83
34 MITERED END SECTION (14" X 23 ") 1 EA $525.00 5525.00 5546.00 $546.00 5650.00 5650.00 5573.67
35 ELLIPTICAL CONCRETE PIPE CULVERT (12" X 18 ") 101 LF $60.00 56,060.00 533.00 53,333.00 523.00 52,323.00 538.67
36 MITERED END SECTION (19" X 30 ") 1 EA 5550.00 5550.00 5765.00 5765.00 $750.00 5750.00 $688.33
37 ELLIPTICAL CONCRETE PIPE CULVERT (14" X 23 ") 172 LF 535.00 56,020.00 $38.00 56,536.00 527.00 54,644.00 533.33
38 MITERED END SECTION (18 ") 2 EA $450.00 5900.00 5546.00 51,092.00 5650.00 51,300.00 5548.67
39 ELLIPTICAL CONCRETE PIPE CULVERT (19" X 30 ") 123 LF 565.00 57,995.00 $50.00 56,150.00 $35.00 54,305.00 550.00
40 FRENCH DRAINS (18 ") 595 LF $55.00 532,725.00 555.00 532,725.00 $42.00 524,990.00 $50.67
41 CONCRETE CURB & GUTTER (TYPE F) 10,211 LF $6.50 566,371.50 56.70 568,413.70 56.00 561,266.00 56.40
42 CONCRETE CURB (TYPE D) 81 LF 510.00 5810.00 $9.80 5793.80 58.00 5648.00 59.27
43 CONCRETE TRAFFIC SEPARATOR (TYPE IV)(8.5') 1,403 LF 521.50 530,164.50 $23.00 532,269.00 518.75 526,306.25 521.08
44 CONCRETE TRAFFIC SEPARATOR (TYPE IV)(VW) 386 LF 518.00 56,948.00 525.00 59,650.00 518.75 57,237.50 520.58
45 CONCRETE SIDEWALK (4" THICK) 4,349 SY 513.50 558,711.50 $14.00 560,886.00 512.50 554,362.50 $13.33
46 CONCRETE SIDEWALK (6" THICK) 106 SY 517.50 51,855.00 522.00 $2,332.00 516.50 $1,749.00 518.67
47 SAND -CEMENT RIP -RAP 50 CY 5300.00 515,000.00 5275.00 513,750.00 5145.00 57,250.00 5240.00
48 END ANCHORAGE ASSEMBLIES (TYPE IV) 2 EA $600.00 51,200.00 5600.00 51,200.00 5530.00 51,060.00 5576.67
49 BRIDGE ANCHORAGE ASSEMBLIES 2 EA $285.00 5570.00 5284.00 5568.00 5265.00 5530.00 5278.00
50 INSTALL GUARDRAIL 375 LF 513.50 55,062.50 513.55 55,081.25 517.70 56,637.50 514.92
51 REMOVAL OF EXISTING GUARDRAIL 340 LF 52.00 5680.00 52.20 5748.00 53.00 51,020.00 52.40
52 SODDING 8,744 SY 51.50 513,116.00 51.30 511,367.20 51.10 59,618.40 51.30
53 PIPE HANDRAIL (ALUMINUM) 60 LF 532.50 51,950.00 533.00 51,980.00 $34.00 52,040.00 533.17
54 RECORD DRAWINGS (SEE SPECIAL PROVISIONS) 1 LS $2,000.00 52,000.00 51,640.00 51,640.00 51,000.00 51,000.00 51,546.67
55 RELOCATE EXISTING STREET LIGHT 1 EA 52,000.00 52,000.00 52,200.00 52,200.00 52,000.00 52,000.00 52,066.67
56 4" PVC CULVERT (SCHEDULE 40) - (ALT. 1) 132 LF 525.00 53,300.00 $13.00 51,716.00 512.00 51,584.00 516.67
57 4" GALVANIZED IRON PIPE (0.188 ") (ALT. 2) 132 LF $28.00 53,696.00 516.00 52,112.00 525.00 53,300.00 523.00
58 TRENCH SAFETY * 1,614 LF 51.00 $1,614.00 52.20 53,550.80 51.00 51,614.00 $1.40
59 TRENCH SAFETY (FRENCH DRAIN) * 595 LF 51.00 5595.00 55.00 52,975.00 51.00 5595.00 $2.33
60 STORM SEWER PUMPING (SEE SPECIAL PROVISIONS) 1,614 LF 53.50 55,649.00 + 52.20 53,550.80 50.50 5807.00 52.07
61 REMOVE EXISTING FORCE MAIN (SEE SPEC. PROV.) 1 LS 510,000.00 510,000.00 52,185.00 52,185.00 51,500.00 $1,500.00 54,561.67
CONTINGENCY ITEMS * *
62 ADJUST MANHOLES 4 EA $350.00 $1,400.00 5500.00 52,000.00 5650.00 52,600.00 5500.00
63 ADJUST VALVE COVERS 10 EA $75.00 5750.00 580.00 5800.00 5275.00 52,750.00 5143.33
64 CONFLICT STRUCTURE 1 EA 53,500.00 53,500.00 53,500.00 53,500.00 53,500.00 53,500.00 53,500.00
2 of 1 0
H \ROADWAY'QPRO\BIDS\93\93507T WB2 05- Aug -96 09 17 AM
PROJECT NAME: WOOLBRIGHT ROAD FROM CONGRESS AVENUE TO I -95
Hardrives Inc. Bergeron Land State Contracting &
PROJECT NUMBER: 93507 Development Inc. Engineering Corp.
UNIT UNIT UNIT AVERAGE
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT UNIT PRICE
65 SUPPORT BURIED CABLE (SB) 400 LF 82.00 $800.00 $5.00 $2,000.00 $3.00 $1,200.00 $3.33
66 SUPPORT WATER MAIN (16 ") 120 LF $5.00 $600.00 85.00 $600.00 $5.00 $600.00 $5.00
67 RELOCATE EXISTING TREES (SEE SPEC. PROV.) 6 EA $200.00 $1,200.00 8200.00 $1,200.00 $200.00 $1,200.00 $200.00
BRIDGE ITEMS
68 CLASS II CONC. (SHT. PILE CAP, DEADMAN & ANCH. BEAM 33 CY $550.00 $18,150.00 $547.00 $18,051.00 $960.00 $31,680.00 $685.67
69 CLASS II CONCRETE (SUPERSTRUCTURE) 5 CY $650.00 $3,250.00 $655.00 $3,275.00 $2,000.00 $10,000.00 $1,101.67
70 CLASS IV CONCRETE (SUBSTRUCTURE) 20 CY $600.00 $12,000.00 $547.00 $10,940.00 $800.00 $16,000.00 $649.00
71 REINFORC. STEEL (SHT. PILE CAP, DEADMAN & ANCH. BE 2,700 LB $1.00 $2,700.00 $1.10 $2,970.00 $1.00 $2,700.00 81.03
72 REINFORCING STEEL (SUPERSTRUCTURE) 646 LB $1.00 $646.00 $1.10 8710.60 81.00 $646.00 $1.03
73 REINFORCING STEEL (SUBSTRUCTURE) 2,568 LB 81.00 $2,568.00 $1.10 $2,824.80 $1.00 $2,568.00 $1.03
74 PRECAST DOUBLE TEE UNITS (20 ") 180 LF $125.00 $22,500.00 $122.00 $21,960.00 $150.00 $27,000.00 $132.33
75 PRESTRESSED CONCRETE PILING FURNISHED (14" SQ.) 690 LF 838.00 $26,220.00 $38.00 $26,220.00 $30.00 $20,700.00 $35.33
76 PRESTRESSED CONCRETE PILING DRIVEN (14" SQ.) 690 LF $3.25 $2,242.50 $3.30 $2,277.00 $2.00 $1,380.00 $2.85
77 SHEET PILING CONC. (10 "X30 "X17') 51 EA $1,275.00 865,025.00 $1,322.00 $67,422.00 $1,500.00 $76,500.00 $1,365.67
78 PREFORMED PILE HOLES 2 EA $1,200.00 $2,400.00 $1,093.00 $2,186.00 $1.00 $2.00 $764.67
79 PILE SPLICES (14" SQ.) 2 EA 820.00 $40.00 $11.00 822.00 $1.00 $2.00 $10.67
80 PEDESTRIAN RAILING (F & I 360 LF $35.00 $12,600.00 $33.00 $11,880.00 $35.00 $12,600.00 $34.33
81 SIDEWALK (CONCRETE 4 ") 9 SY $13.50 $121.50 870.00 $630.00 875.00 $675.00 852.83
82 RIPRAP (INTERLOCKING BLOCK) (SEE SPECIAL PROVISIO 69 SY $175.00 $12,075.00 8175.00 $12,075.00 $190.00 $13,110.00 $180.00
TOTAL $1,259,928.75 + $1,295,000.00 $1,305,516.80
3 of 10
C \QP601 DA7\BIDS\93507T WB2 17- 1u1 -96 10 33 AM
PROJECT NAME: WOOLBRIGHT ROAD FROM CONGRESS AVENUE TO I -95
Weekley Asphalt Smith & Company, Inc. Ranger Construction Community Asphalt Corp.
PROJECT NUMBER: 93507 Paving, Inc. Industries, Inc
UNIT UNIT UNIT UNIT
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
ROADWAY ITEMS
1 MOBILIZATION 1 LS $112,730.00 $112,730.00 5130,000.00 $130,000.00 $78,000.00 578,000.00 $88,000.00 $88,000.00
2 MAINTENANCE OF TRAFFIC 1 LS $94,875.00 594,875.00 $35,000.00 $35,000.00 $78,500.00 $78,500.00 $50,000.00 $50,000.00
3 NPDES COMPLIANCE (SEE SPECIAL PROVISIONS) 1 LS $3,330.00 $3,330.00 $2,000.00 $2,000.00 55,495.00 $5,495.00 $1,000.00 $1,000.00
4 CLEARING AND GRUBBING 1 LS $27,800.00 $27,800.00 535,000.00 535,000.00 $27,590.00 $27,590.00 $67,000.00 $67,000.00
5 REGULAR EXCAVATION 1,840 CY 54.07 $7,488.80 $5.80 510,672.00 $5.65 $10,396.00 59.00 516,560.00
6 EMBANKMENT (COMPACTED IN PLACE) 1,468 CY 54.33 $6,356.44 $3.70 55,431.60 $6.90 $10,129.20 $11.00 $16,148.00
7 TYPE C STABILIZATION 14,426 SY $1.77 525,534.02 52.10 530,294.60 $2.60 $37,507.60 $1.75 $25,245.50
8 LIMEROCK BASE (8 ") (DBL. CRSE.) (INCL. PRIME COAT) 11,590 SY $6.73 $78,000.70 $6.50 $75,335.00 $5.55 $64,324.50 $5.90 $68,381.00
9 ASPHALTIC BASE COURSE (ABC -3) (5 ") (ALT. B) 11,590 SY $8.45 $97,935.50 $10.00 $115,900.00 $8.10 $93,879.00 $9.55 $110,684.50
10 TYPE S -III ASPH. CONC. (OVERBUILD) 5,173 TN $36.00 $186,228.00 $37.55 5194,246.15 $34.15 $176,657.95 $35.45 $183,382.85
11 TYPE S-1 ASPHALT. CONC. (1 1/4 ") 25,935 SY $2.25 $58,353.75 $2.35 560,947.25 $2.20 557,057.00 + 52.25 $58,353.75
12 TYPE S-1 ASPHALT CONC. (2 1/2 ") (DBL. CRSE.) (INCL. TACK 11,590 SY $4.50 $52,155.00 $4.65 553,893.50 $4.50 $52,155.00 54.38 $50,764.20
13 MISCELLANEOUS ASPHALT PAVEMENT 15 TN 5100.00 51,500.00 $90.00 $1,350.00 $142.40 52,136.00 $85.00 51,275.00
14 CLASS I CONCRETE (MISCELLANEOUS) 10 CY $445.00 $4,450.00 $175.00 51,750.00 S161.30 $1,613.00 $350.00 $3,500.00
15 INLETS (CURB)(TYPE P -1) 2 EA $2,000.00 $4,000.00 $2,340.00 $4,680.00 $3,725.80 $7,451.60 53,800.00 57,600.00
16 INLETS (CURB) (TYPE P -1) (PARTIAL) 1 EA $1,700.00 $1,700.00 $1,785.00 $1,785.00 $2,252.70 $2,252.70 52,300.00 $2,300.00
17 INLETS (CURB) (TYPE P -2) 2 EA $2,200.00 54,400.00 $2,140.00 54,280.00 53,301.00 56,602.00 $3,380.00 $6,760.00
18 INLETS ( CURB)(TYPE P -5) 9 EA 51,700.00 515,300.00 $1,610.00 $14,490.00 $1,940.90 $17,468.10 52,000.00 $18,000.00
19 INLETS (CURB) (TYPE P -5) (CONFLICT) 1 EA $1,800.00 $1,800.00 $1,730.00 $1,730.00 53,521.50 $3,521.50 $3,600.00 $3,600.00
20 INLETS (CURB) (TYPE P -5) (PARTIAL) 1 EA 51,400.00 $1,400.00 $1,225.00 $1,225.00 $14,880.00 $1,480.00 $1,500.00 $1,500.00
21 INLETS (CURI3)(TYPE P-6) 4 EA 52,000.00 $8,000.00 $2,015.00 $8,060.00 52,355.00 $9,420.00 $2,400.00 $9,600.00
22 INLETS (CURB) (TYPE J -1) 1 EA 52,700.00 $2,700.00 53,130.00 53,130.00 53,505.00 $3,505.00 $3,600.00 $3,600.00
23 INLETS ( CURB)(TYPE J -2) 2 EA $3,100.00 56,200.00 $3,130.00 $6,260.00 $4,053.00 $8,106.00 $4,150.00 $8,300.00
24 INLETS (CURB) (TYPE P-8) 3 EA $2,100.00 $6,300.00 $1,230.00 $3,690.00 52,310.00 $6,930.00 $2,370.00 $7,110.00
25 MANHOLES (TYPE P -7T) 3 EA $1,500.00 $4,500.00 $1,370.00 $4,110.00 $1,440.00 $4,320.00 $1,475.00 $4,425.00
26 MANHOLES (TYPE J -7T) 2 EA 52,200.00 $4,400.00 $2,210.00 54,420.00 $2,215.00 $4,430.00 $2,270.00 $4,540.00
27 MANHOLE (TYPE J -7) (CONFLICT) 1 EA $2,700.00 $2,700.00 $3,215.00 $3,215.00 $4,194.00 54,194.00 $4,300.00 $4,300.00
28 MANHOLES (P -7T) (PARTIAL) 4 EA $1,000.00 $4,000.00 $780.00 $3,120.00 $1,091.00 $4,364.00 $1,100.00 $4,400.00
29 CONFLICT MANHOLE 1 EA 52,600.00 52,600.00 $2,743.00 $2,743.00 $4,107.00 $4,107.00 54,200.00 $4,200.00
30 JUNCTION BOX (PARTIAL) 4 EA $575.00 $2,300.00 $807.00 $3,228.00 $698.50 52,794.00 $715.00 52,860.00
31 CONCRETE PIPE CULVERT (15 ") 16 LF $46.00 $736.00 $40.00 $640.00 $82.80 $1,324.80 585.00 51,360.00
32 CONCRETE PIPE CULVERT (18 ") 806 LF $18.00 $14,508.00 $43.00 $34,658.00 $52.70 $42,476.20 $54.00 543,524.00
4 of 10
C \QP6OI DA'IrBIDS\93307 r WB2 174W-96 10 33 AM
PROJECT NAME: WOOLBRIGHT ROAD FROM CONGRESS AVENUE TO I -95
Weekley Asphalt Smith & Company, Inc. Ranger Construction Community Asphalt Corp.
PROJECT NUMBER: 93507 Paving, Inc. Industries, Inc
UNIT UNIT UNIT UNIT
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
33 CONCRETE PIPE CULVERT (24 ") 396 LF $24.00 59,504.00 $33.00 513,068.00 540.90 $16,1 %.40 542.00 516,632.00
34 MITERED END SECTION (14" X 23 ") 1 EA 5650.00 5650.00 5360.00 $360.00 5375.00 5375.00 5400.00 5400.00
35 ELLIPTICAL CONCRETE PIPE CULVERT (12" X 18 ") 101 LF $23.00 52,323.00 5115.00 511,615.00 $46.25 $4,671.25 547.00 54,747.00
36 MITERED END SECTION (19" X 30 ") 1 EA $750.00 5750.00 5420.00 5420.00 5505.40 5505.40 5500.00 5500.00
37 ELLIPTICAL CONCRETE PIPE CULVERT (14" X 23 ") 172 LF 527.00 54,644.00 531.00 55,332.00 549.50 $8,514.00 550.00 $8,600.00
38 MITERED END SECTION (18 ") 2 EA $650.00 51,300.00 5290.00 5580.00 $365.60 5731.20 5375.00 5750.00
39 ELLIPTICAL CONCRETE PIPE CULVERT (19" X 30 ") 123 LF 535.00 54,305.00 575.00 59,225.00 583.87 $10,316.01 586.00 510,578.00
40 FRENCH DRAINS (18 ") 595 LF 542.00 524,990.00 533.00 519,635.00 550.55 530,077.25 552.00 530,940.00
41 CONCRETE CURB & GUTTER (TYPE F) 10,211 LF $5.50 556,160 : 50 57.50 $76,582.50 $6.85 569,945.35 57.50 576,582.50
42 CONCRETE CURB (TYPE D) 81 LF 515.00 51,215.00 525.00 52,025.00 $10.25 5830.25 $11.00 5891.00
43 CONCRETE TRAFFIC SEPARATOR (TYPE IV)(8.5') 1,403 LF $22.50 531,567.50 527.00 537,881.00 522.60 531,707.80 $25.00 535,075.00
44 CONCRETE TRAFFIC SEPARATOR (TYPE IV)(VW) 386 LF 528.00 510,808.00 526.00 510,036.00 $24.75 $9,553.50 527.00 510,422.00
45 CONCRETE SIDEWALK (4" THICK) 4,349 SY 512.50 $54,362.50 512.30 553,492.70 $14.65 563,712.85 512.60 554,797.40
46 CONCRETE SIDEWALK (6" THICK) 106 SY $17.00 51,802.00 525.00 52,650.00 $20.60 52,183.60 520.00 52,120.00
47 SAND -CEMENT RIP -RAP 50 CY 5173.00 58,650.00 5250.00 512,500.00 5269.00 $13,450.00 5250.00 512,500.00
48 END ANCHORAGE ASSEMBLIES (TYPE IV) 2 EA 5530.00 51,060.00 5630.00 51,260.00 $640.00 51,280.00 5600.00 51,200.00
49 BRIDGE ANCHORAGE ASSEMBLIES 2 EA $265.00 5530.00 5145.00 5290.00 $145.00 5290.00 5300.00 5600.00
50 INSTALL GUARDRAIL 375 LF 517.70 56,637.50 $14.60 55,475.00 $14.80 55,550.00 514.00 55,250.00
51 REMOVAL OF EXISTING GUARDRAIL 340 LF 53.00 51,020.00 $2.00 5680.00 52.10 5714.00 52.00 $680.00
52 SODDING 8,744 SY $1.08 $9,443.52 $1.60 513,990.40 $1.65 514,427.60 52.00 517,488.00
53 PIPE HANDRAIL (ALUMINUM) 60 LF 534.00 52,040.00 558.00 53,480.00 559.15 53,549.00 533.00 51,980.00
54 RECORD DRAWINGS (SEE SPECIAL PROVISIONS) 1 LS $2,000.00 52,000.00 52,150.00 52,150.00 $8,602.15 58,602.15 51,000.00 51,000.00
55 RELOCATE EXISTING STREET LIGHT 1 EA $500.00 5500.00 51,100.00 51,100.00 53,335.30 53,335.30 $3,000.00 53,000.00
56 4" PVC CULVERT (SCHEDULE 40) - (ALT. 1) 132 LF $5.00 $660.00 521.00 52, 772.00 547.30 $6,243.60 $48.00 $6,336.00
57 4" GALVANIZED IRON PIPE (0.188 ") (ALT. 2) 132 LF 55.00 5660.00 526.00 53,432.00 530.10 53,973.20 531.00 54,092.00
58 TRENCH SAFETY * 1,614 LF 51.00 51,614.00 50.60 5968.40 $2.15 53,470.10 52.00 53,228.00
59 TRENCH SAFETY (FRENCH DRAIN) * 595 LF $1.00 5595.00 50.60 5357.00 $2.15 $1,279.25 52.00 51,190.00
60 STORM SEWER PUMPING (SEE SPECIAL PROVISIONS) 1,614 LF 50.50 $807.00 $1.75 52,824.50 $1.60 52,582.40 52.00 53,228.00
61 REMOVE EXISTING FORCE MAIN (SEE SPEC. PROV.) 1 LS 51,667.00 51,667.00 52,500.00 52,500.00 57,957.00 57,957.00 58,000.00 58,000.00
CONTINGENCY ITEMS **
62 ADJUST MANHOLES 4 EA $650.00 52,600.00 5225.00 5900.00 5451.00 51,804.00 5450.00 51,800.00
63 ADJUST VALVE COVERS 10 EA 5275.00 52,750.00 595.00 5950.00 5268.80 52,688.00 5275.00 52,750.00
64 CONFLICT STRUCTURE 1 EA 53,500.00 53,500.00 52,700.00 52,700.00 54,247.30 54,247.30 54,300.00 54,300.00
5 of 10
r
C \QP601 DAT\BIDS\93507T W B2 17- 1u1 -96 10 33 AM
PROJECT NAME: WOOLBRIGHT ROAD FROM CONGRESS AVENUE TO I -95
Weekley Asphalt Smith & Company, Inc. Ranger Construction Community Asphalt Corp.
PROJECT NUMBER: 93507 Paving, Inc. Industries, Inc
UNIT UNIT UNIT UNIT
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
65 SUPPORT BURIED CABLE (SB) 400 LF 53.00 $1,200.00 $4.75 $1,900.00 $5.40 52,160.00 $6.00 52,400.00
66 SUPPORT WATER MAIN (16 ") 120 LF 55.00 $600.00 $12.00 $1,440.00 $8.60 $1,032.00 $9.00 $1,080.00
67 RELOCATE EXISTING TREES (SEE SPEC. PROV.) 6 EA $400.00 $2,400.00 $530.00 $3,180.00 $215.00 $1,290.00 $400.00 $2,400.00
BRIDGE ITEMS
68 CLASS II CONC. (SHT. PILE CAP, DEADMAN & ANCH. BEAM 33 CY $1,000.00 533,000.00 $530.00 $17,490.00 $538.00 $17,754.00 $550.00 $18,150.00
69 CLASS II CONCRETE (SUPERSTRUCTURE) 5 CY $1,000.00 $5,000.00 $635.00 $3,175.00 5645.00 53,225.00 5660.00 $3,300.00
70 CLASS IV CONCRETE (SUBSTRUCTURE) 20 CY $1,000.00 $20,000.00 $530.00 510,600.00 $538.00 $10,760.00 5550.00 $11,000.00
71 REINFORC. STEEL (SHT. PILE CAP, DEADMAN & ANCH. BE 2,700 LB $1.00 52,700.00 $1.05 $2,835.00 $1.10 $2,970.00 $1.00 $2,700.00
72 REINFORCING STEEL (SUPERSTRUCTURE) 646 LB $1.00 $646.00 $1.05 $678.30 $1.10 $710.60 $1.00 $646.00
73 REINFORCING STEEL (SUBSTRUCTURE) 2,568 LB $1.00 $2,568.00 $1.05 $2,696.40 $1.10 $2,824.80 $1.00 $2,568.00
74 PRECAST DOUBLE TEE UNITS (20 ") 180 LF $150.00 $27,000.00 $118.00 $21,240.00 $120.00 $21,600.00 $122.00 $21,960.00
75 PRESTRESSED CONCRETE PILING FURNISHED (14" SQ.) 690 LF 540.00 $27,600.00 $37.00 525,530.00 537.65 $25,978.50 539.00 $26 ,910.00
76 PRESTRESSED CONCRETE PILING DRIVEN (14" SQ.) 690 LF 51.00 $690.00 53.20 $2,208.00 $3.25 $2,242.50 $3.30 $2,277.00
77 SHEET PILING CONC. (10 "X30 "X17') 51 EA $1,200.00 $61,200.00 $1,295.00 $66,045.00 $1,290.00 $65,790.00 $1,320.00 $67,320.00
78 PREFORMED PILE HOLES 2 EA 5500.00 $1,000.00 $1,060.00 52,120.00 $1,075.00 $2,150.00 $1,100.00 $2,200.00
79 PILE SPLICES (14" SQ.) 2 EA 5500.00 $1,000.00 510.60 521.20 $10.75 521.50 $11.00 522.00
80 PEDESTRIAN RAILING (F & I) 360 LF 540.00 514,400.00 $31.80 511,448.00 $32.25 $11,610.00 $33.00 $11,880.00
81 SIDEWALK (CONCRETE 4 ") 9 SY 575.00 $675.00 531.00 $279.00 $19.00 5171.00 5100.00 5900.00
82 RIPRAP (INTERLOCKING BLOCK) (SEE SPECIAL PROVISIO 69 SY 5170.00 $11,730.00 $170.00 511,730.00 $173.90 $11,999.10 $178.00 $12,282.00
TOTAL $1,308,805.73 $1,343,131.50 $1,349,238.91 + $1,399,925.70
6 of 10
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H \ROADWAY\QPRO\BID6\93\93507T WB2 05- Aug -96 09 23 AM
PROJECT NAME: WOOLBRIGHT ROAD FROM CONGRESS AVENUE TO I -95
Golden Eagle P. J. Construction, Inc.
PROJECT NUMBER: 93507 Engineering Contrs., Inc.
UNIT UNIT
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT
33 CONCRETE PIPE CULVERT (24 ") 396 LF $40.00 $15,840.00 Non Responsive
34 MITERED END SECTION (14" X 23 ") 1 EA $500.00 $500.00
35 ELLIPTICAL CONCRETE PIPE CULVERT (12" X 18 ") 101 LF $45.00 $4,545.00
36 MITERED END SECTION (19" X 30 ") 1 EA $550.00 $550.00
37 ELLIPTICAL CONCRETE PIPE CULVERT (14" X 23 ") 172 LF $47.00 $8,084.00
38 MITERED END SECTION (18 ") 2 EA $525.00 $1,050.00
39 ELLIPTICAL CONCRETE PIPE CULVERT (19" X 30 ") 123 LF $80.00 $9,840.00
40 FRENCH DRAINS (18 ") 595 LF $50.00 $29,750.00
41 CONCRETE CURB & GUTTER (TYPE F) 10,211 LF $6.00 $61,266.00
42 CONCRETE CURB (TYPE D) 81 LF $10.50 $850.50
43 CONCRETE TRAFFIC SEPARATOR (TYPE IV)(8.5') 1,403 LF $20.00 $28,060.00
44 CONCRETE TRAFFIC SEPARATOR (TYPE IV)(VW) 386 LF $20.00 $7,720.00
45 CONCRETE SIDEWALK (4" THICK) 4,349 SY $14.00 $60,886.00
46 CONCRETE SIDEWALK (6" THICK) 106 SY $20.00 $2,120.00
47 SAND - CEMENT RIP -RAP 50 CY $245.00 $12,250.00
48 END ANCHORAGE ASSEMBLIES (TYPE IV) 2 EA $580.00 51,160.00
49 BRIDGE ANCHORAGE ASSEMBLIES 2 EA $300.00 $600.00
50 INSTALL GUARDRAIL 375 LF $13.00 $4,875.00
51 REMOVAL OF EXISTING GUARDRAIL 340 LF 54.00 $1,360.00
52 SODDING 8,744 SY $2.35 $20,548.40
53 PIPE HANDRAIL (ALUMINUM) 60 LF $39.00 $2,340.00
54 RECORD DRAWINGS (SEE SPECIAL PROVISIONS) 1 LS $3,000.00 $3,000.00
55 RELOCATE EXISTING STREET LIGHT 1 EA $3,800.00 $3,800.00
56 4" PVC CULVERT (SCHEDULE 40) - (ALT. 1) 132 LF $11.00 $1,452.00
57 4" GALVANIZED IRON PIPE (0.188 ") (ALT. 2) 132 LF 513.00 $1,716.00
58 TRENCH SAFETY * 1,614 LF $2.00 53,228.00
59 TRENCH SAFETY (FRENCH DRAIN) * 595 LF $2.00 $1,190.00
60 STORM SEWER PUMPING (SEE SPECIAL PROVISIONS) 1,614 LF $2.00 $3,228.00
61 REMOVE EXISTING FORCE MAIN (SEE SPEC. PROV.) 1 LS $5,900.00 55,900.00
CONTINGENCY ITEMS **
62 ADJUST MANHOLES 4 EA $450.00 $1,800.00
63 ADJUST VALVE COVERS 10 EA $85.00 $850.00
64 CONFLICT STRUCTURE 1 EA $4,300.00 $4,300.00
8 of 10
H ROADWAY\QPRO\BIDB\93\93507T WB2 05- Aug -96 09 23 AM
PROJECT NAME: WOOLBRIGHT ROAD FROM CONGRESS AVENUE TO 1 -95
Golden Eagle P. J. Construction, Inc.
PROJECT NUMBER: 93507 Engineering Contra., Inc.
UNIT UNIT
ITEM QTY. UNITS PRICE AMOUNT PRICE AMOUNT
65 SUPPORT BURIED CABLE (SB) 400 LF $7.00 $2,800.00 Non Responsive
66 SUPPORT WATER MAIN (16 ") 120 LF $10.00 $1,200.00
67 RELOCATE EXISTING TREES (SEE SPEC. PROV.) 6 EA $125.00 $750.00
BRIDGE ITEMS
68 CLASS II CONC. (SHT. PILE CAP, DEADMAN & ANCH. BEAM 33 CY 8525.00 $17,325.00
69 CLASS II CONCRETE (SUPERSTRUCTURE) 5 CY 8630.00 $3,150.00
70 CLASS IV CONCRETE (SUBSTRUCTURE) 20 CY 8525.00 $10,500.00
71 REINFORC. STEEL (SHT. PILE CAP, DEADMAN & ANCH. BE 2,700 LB $1.05 $2,835.00
72 REINFORCING STEEL (SUPERSTRUCTURE) 646 LB 81.05 $678.30
73 REINFORCING STEEL (SUBSTRUCTURE) 2,568 LB $1.05 $2,696.40
74 PRECAST DOUBLE TEE UNITS (20 ") 180 LF $116.81 $21,025.80
75 PRESTRESSED CONCRETE PILING FURNISHED (14" SQ.) 690 LF $36.75 $25,357.50 +
76 PRESTRESSED CONCRETE PILING DRIVEN (14" SQ.) 690 LF 53.15 $2,173.50
77 SHEET PILING CONC. (10 "X30 "X17') 51 EA $1,260.00 $64,260.00
78 PREFORMED PILE HOLES 2 EA $1,050.00 $2,100.00
79 PILE SPLICES (14" SQ.) 2 EA $10.50 $21.00
80 PEDESTRIAN RAILING (F & I 360 LF $31.50 $11,340.00
81 SIDEWALK (CONCRETE 4 ") 9 SY 514.00 $126.00
82 RIPRAP (INTERLOCKING BLOCK) (SEE SPECIAL PROVISIO 69 SY $169.84 $11,718.96
TOTAL 51,506,723.86
9 of 10
d
C \QP6OIDA BIDS \935WT WB2 17- Jul -96 11 22 AM
PROJECT NAME: WOOLBRIGHT ROAD FROM CONGRESS AVENUE TO I -95
PROJECT NUMBER: 93507
Notes:
* See supplemental special provisions.
** Contingency items may be increased, decreased or deleted, as directed by the engineer.
Note: Items #9 -13 includes bituminous material and tack coat as required.
Note: Item #56 & 57 - The county will determine which will be used.
Note: Item #77 includes corner and special sheet piles (see page p -16 of the plans)
" +" Denotes a corrected number.
Working days to complete (180 ) one hundred eighty calender days.
Bids as read at opening July 16, 1996.
All bids subject to O.E.O. compliance and Board approvaL
Prepared by: D. IL Landry
Checked by: R. L. Terrell Sr.
10 of 10
H \ROADWAY\QPRO \BIDS\93\9350 BB I8-Nov -91 PM
ATTACHMENT "C"
PROJECT NAME: WOOLBRIGHT ROAD FROM CONGRESS AVENUE TO I -95
Bergeron Land
PROJECT NUMBER: 93507 Development Inc.
UNIT
ITEM QTY. UNITS PRICE AMOUNT
ROADWAY ITEMS
19 INLETS (CURB) (TYPE P -5) (CONFLICT) 1 EA $2,600.00 $2,600.00
27 MANHOLE (TYPE J -7) (CONFLICT) (1/2 OF 1) 1 EA $1,800.00 $1,800.00
61 REMOVE EXISTING FORCE MAIN (SEE SPEC. PROV.) 1 LS $2,185.00 $2,185.00
CONTINGENCY ITEMS **
63 ADJUST VALVE COVERS 10 EA $80.00 $800.00
66 SUPPORT WATER MAIN (16 ") 120 LF $5.00 $600.00
67 RELOCATE EXISTING TREES (SEE SPEC. PROV.) 6 EA $200.00 $1,200.00
TOTAL $9,185.00