HomeMy WebLinkAboutDocumentation_Regular_Tab 7A_5/16/1991 ewe•
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VILLAGE OF TEQUESTA
Post Office Box 3273 •. 357 Tequesta Drive
� ;,1 ,,'41 Tequesta,Florida 33469-0273 • (407)575-6200
`'1, ° FAX: (407)575-6203
Ch COUKt{
MEMORANDUM
TO: Village Council
FROM: Thomas G. Bradford, Village Manager
DATE: May 2, 1991
SUBJECT: Agreement for Funding of Water Main Construction
In Conjunction with the Old Dixie Highway Project;
Agenda Item
As you ( know, Palm Beach County is about to award the contract
for the widening of Old Dixie Highway from approximately Jupiter
Crab to County Line Road. As a result of this construction
activity, the Village must relocate its water mains to avoid
conflicts. In anticipation thereof, the Village has allocated funds
in the amount of $160,000. to accomplish this work. The apparent
low bidder for this project is Hardrives, Inc. , the same firm which
constructed Tequesta Drive. Hardrives low bid is $1, 296, 203.42 of
Which $145, 277 is the responsibility of the Village.
Resolution No. 15-90/91 approves the attached Agreement and
:;pelts out the procedures whereby the Village will pay Palm Beach
County for our obligations.
It is recommended that the Village Council approve Resolution
No. 15-90/91.
TGB/mk
Attachment
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• Recycled Paper
RESOLUTION NO. 15-90/91
A RESOLUTION OF THE VILLAGE COUNCIL OF THE
VILLAGE OF TEQUESTA, PALM BEACH COUNTY,
FLORIDA, APPROVING THE AGREEMENT BETWEEN
THE VILLAGE OF TEQUESTA AND PALM BEACH
COUNTY, FLORIDA FOR JOINT PROJECT FUNDING
FOR THE CONSTRUCTION OF OLD DIXIE HIGHWAY
FROM S.R. 811 TO NORTH COUNTY LINE ROAD
PALM BEACH COUNTY, FLORIDA, PALM BEACH
COUNTY PROJECT NO. 87541 A & B.
WHEREAS, Palm Beach County intends to engage in
construction activity on Old Dixie Highway from S.R. 811 to
North County Line Road; and
WHEREAS, as a result thereof, the Village of Tequesta
Water Department is responsible for relocating its water
mains and eliminating any water appurtenances in conflict
with said construction activity of Palm Beach County; and
WHEREAS, Palm Beach County has proposed an Agreement
between the Village of Tequesta and Palm Beach County for
Joint Funding of the construction activities related to Palm
Beach County Project No. 87541 A & B.
NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF
THE VILLAGE OF TEQUESTA, PALM BEACH COUNTY, AS FOLLOWS:
Section 1 . The Agreement between the Village of
Tequesta and Palm Beach County, Florida for Joint Project
Funding for the construction of Old Dixie Highway from S.R.
811 to North County Line Road, Palm Beach County, Florida,
Palm Beach County Project No. 87541 A & B attached hereto as
Exhibit "A" and made a part of this Resolution is hereby
approved and the Village Manager is authorized to execute the
same on behalf of the Village of Tequesta.
THE FOREGOING RESOLUTION was offered by Councilmember
who moved its adoption. The Resolution
was seconded by Councilmember , and upon
being put to a vote, the vote was as follows:
FOR ADOPTION AGAINST ADOPTION
The Mayor thereupon declared the Resolution duly passed
and adopted this day of , A.D. . 1991.
MAYOR OF TEQUESTA
Joseph N. Capretta
ATTEST:
Bill C. Kascavelis
Village Clerk
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JONES, FOSTER, JOHNSTON & STUBBS, P. A.
ATTORNEYS AND COUNSELORS
FLAGLER CENTER TOWER
505 SOUTH FLAGLER DRIVE
ELEVENTH FLOOR
LARRY B.ALEXANDER MICHAEL T.KRANZ • P.O.DRAWER E R.BRUCE JONES
VINCENT J.ALTINO JOHN M.LeROUX WEST PALM BEACH,FLORIDA 33402-3475 1904-1988
GEORGE H.BAILEY JOHN BLAIR McCRACKEN
KEVIN C.BEUTTENMULLER / PAMELA A.McNIERNEY (407)659-3000 HENRY F.LILIENTHAL
MICHAEL D.BROWN TIMOTHY E.MONAGHAN
RUTH P.CLEMENTS GUY RABIDEAU FAX:(407)832-1454 1902-19e2
SCOTT M.COLTON JOHN C.RANDOLPH
JOYCE A.CONWAY _ PAULA REVENE HARRY ALLISON JOHNSTON
MARGARET L.COOPER ANDREW ROSS 1995-1983
BYRON R.CORNWELL STEVEN J.ROTHMAN
REBECCA G.DOANE PETER A.SACHS
RANDY D.ELLISON ANDREA J.SAFKO
RETIRED
L.MARTIN FLANAGAN JOEL T.STRAWN WILLIAM A.FOSTER
WRITER'S DIRECT LINE:
LORI E.HANDELSMAN SIDNEY A.STUBBS,JR.
SCOTT G.HAWKINS ALLEN R.TOMLINSON
THORNTON M.HENRY JOHN S.TRIMPER OTHER LOCATION
PETER S.HOLTON SANDY M.VANSTRUM r,.
REBECCA F.HUHTA MICHAEL P.WALSH (�
J.A.JURGENS H.ADAMS WEAVER ` ( 1 54 N.E.FOURTH AVE.
MARK B.KLEINFELD PAUL C.WOLFE '^-1 DELRAY BEACH,FLORIDA 33483
CHARLES B.KOVAL
V1LL4CE OF
TEMSA1
April 29, 1991 APR 30199r►
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VILLAGE
win
Mr. Thomas G. Bradford MA FILE
Village Manager
4117
QFF7CE
Village of Tequesta 0 cn
Post Office Box 3273 -
Tequesta, Florida 33469
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RE: Village of Tequesta
Agreement with Palm Beach County for Joint Project
Participation; Construction Funding
Our File No. 13153 . 1
Dear Tom:
I have reviewed the above referenced Agreement and approve same as
to legal form and sufficiency. Enclosed are the three original
agreements which I have executed.
Sincerely;
'John C"Randolph
JCR/ssm
Enclosures
AGREEMENT BETWEEN THE VILLAGE OF TEQUESTA
AND
PALM BEACH COUNTY, FLORIDA
FOR THE JOINT PROJECT PARTICIPATION
FOR THE CONSTRUCTION ,FUNDING OF OLD DIXIE HIGHWAY
FROM SR 811 TO N. COUNTY LINE ROAD
PALM BEACH COUNTY, FLORIDA
PALM BEACH COUNTY PROJECT NO. 87541 A&B
THIS AGREEMENT, made and entered into this.
day of 1991, by and between PALM BEACH COUNTY, a' political
subdivision in the State of Florida, herein referred t "COUNT Pa,
o as ',COUNT ,
and the Village of Tequesta, a municipality in the State of Florida,
herein referred to as the ',VILLAGE",
W I T N E 8 S E T H :
WHEREAS, COUNTY and VILLAGE desire to jointly participate in
the construction of certain utilities within the right-of-wa
Dixie Highway from SR 811 to N. County Line Road; and y of Old .
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 execution of agreement is in the best interest
of both governmental units by promoting efficient utility
construction along the Old Dixie Highway right-of-way referred to
,
previously;
NOW, THEREFORE, for and in consideration ,,of the mutual
covenants contained herein, the Parties . to this Agreement a
follows: agree as
1
VILLAGE OF TEQUESTA
1. The agreement between the COUNTY and the VILLAGE for the
Joint Funding Improvements to Old Dixie Highway from SR 811 to N.
County Line Road, dated January 8, 1991 and attached hereto
(Attachment A) is incorporated by reference and made part of this
agreement.
2 . The VILLAGE agrees to pay directly to the COUNTY costs
attributable to said utility construction as outlined in the
Specifications for this project.
3 . Said summation of costs is stated in the amount of
$ 145,277 . 00 in accordance with the attached bid tabulation for
the specified work.
4 . Said costs shall be adjusted upon completion of the
project using "as constructed quantities", said quantities being
measured by the Palm Beach County Engineering and Public Works
Department.
5. The VILLAGE agrees to fund those contributions set forth
in Paragraphs 1 through 3 above as shall be paid by the VILLAGE as
such costs accrue and within thirty (30) days after a bill for same
has been sent by the COUNTY to the VILLAGE.
6. The COUNTY is to be responsible for administering the
funds in accordance with the Agreement.
7 . The VILLAGE is to be responsible for, and agrees to
provide or cause to be performed all inspection services during
construction of and final certification for the aforementioned
utility systems.
2
VILLAGE OF TEQUESTA
8'. In the event that additional work and funding is required,
the additional cost attributable to said utility construction as
outlined in the specifications for this project is the
responsibility of the VILLAGE.' In the event of an under run
' attributable • to said utility construction as outlined in the
• specification, the VILLAGE will, be credited the excess amount.
9 : All provisions of this Agreement calling for the
expenditure of ad valorem tax money, by either COUNTY or VILLAGE 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.
10. 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 notices, to Authority shall be sent to:
Village of Tequesta
P.O. Box 3474
Tequesta, FL 33469
ATTN: Thomas C. Hall, Water System Manager
All notices to the County shall be sent: to:
George T. Webb,P.E. , Acting County Engineer
Engineering and Public Works Department
P.O. Box 2429
West Palm Beach, FL 33402
ATTN: Roadway Production
3
VILLAGE OF TEQUESTA
IN WITNESS WHEREOF, the Parties unto this Agreement have set ; '
their hands and seals on the day and date first written above.
VILLAGE OF TEQUESTA ' PALM BEACH COUNTY, FLORIDA, BY
ITS BOARD OF COUNTY
COMMISSIONERS
BY: BY:
(DATE) (DATE)
ATTEST: ATTEST:
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JOHN B. DUNKLE, CLERK
BY: BY: .
(DATE) (DATE)
APPROVED AS TO FORM AND LEGAL APPROVED AS TO FORM AND LEGAL
SUFFICIENCY: SUFFICIENCY:
_
BY:. �ii /r/ BY:
VILLAGE ATTORNEY COUNTY ATTORNEY
4
1
AGREEMENT BETWEEN THE VILLAGE OF TEQUESTA
AND .
PALM BEACH COUNTY, FLORIDA
FOR JOINT PROJECT PARTICIPATION IN CONSTRUCTION ,
OF OLD DIXIE HIGHWAY FROM
SR 811TO N. COUNTY LINE. ROAD .
PALM BEACH COUNTY PROJECT NO. 87541
THIS AGREEMENT, made and entered into this day "
of 1991, by and between the COUNTY OF. PALM BEACH, a
political subdivision of the State of Florida, hereinafter called
and referred to as the ""COUNTY" and the Village of Tequesta, a
municipality in the State of Florida, hereinafter ;called and ..
referred to as the tS.VILLAGEH, '
W' I T N E S S E T H : • .
WHEREAS, the VILLAGE and the' COUNTY 'are authorized to enter
into this agreement pursuant to Section 163 . 01, Florida Statutes,
as amended, which permits local 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 COUNTY has caused to be prepared roadway
construction plans and specifications for improving Old Dixie
Highway from SR 811 to N. County Line Road; and
WHEREAS, the VILLAGE has caused to be prepared utility
construction • plans and specifications for water distribution,
and transmission systems for the aforementioned portion of Old
Dixie Highway which will .serve portions of its service area;
and
WHEREAS, both VILLAGE and the COUNTY declare that 'it is
in the public interest that the water distribution, and
transmission systems be constructed with the aforementioned Old
Dixie Highway improvements; and
1
VILLAGE OF TEQUESTA AGREEMENT
WHEREAS, the VILLAGE has budgeted funds for cooperation
in construction of the water distribution, and transmission
systems along the authorized service section of Old Dixie
Highway; and
WHEREAS, the VILLAGE is desirous of funding the costs
for construction of the water distribution, 'and transmission
systems which benefit the VILLAGE;. and
WHEREAS, the VILLAGE will perform all inspections,
testing and certifications required for the water distribution,
and transmission systems to insure compliance with their
specifications and permits;'
NOW, THEREFORE, for and in consideration of the mutual
covenants contained herein, the Parties to this Agreement agree
as follows: '
1• , The recitals set forth above are hereby adopted and
incorporated in this agreement.
2 • The COUNTY agrees to:
A. Advertise for bids, submit bids to the VILLAGE for
review, and award a contract for the construction
of Old Dixie Highway ' improvements, water
distributions, and transmission systems which are
to be owned by the VILLAGE.
B. Administer the above contract and administer the
funds in accordance with this Agreement.•
2 .
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VILLAGE OF TEQUESTA AGREEMENT ,
C. • Supply the VILLAGE with a contract audit in
accordance with standard accounting propedures
which, reflect total , final costs of the water
distribution, and transmission systems, upon
completion of this project.
3 . The VILLAGE agrees to:
A. Use a professional engineer selected by • the
VILLAGE to prepare deSign plans for the
construction of the water distribution, and
transmission systems and obtain, all necessary
permits for the project.
B. Pay the costs of engineering services to
accomplish design plans for the construction of
the water distribution, and transmission Systems
for the project.
C. Provide or cause to be performed all inspection
services for the construction of the water
distribution, and transmission systems during
construction of and final certification for the
aforementioned 'water systems.
D. To the extent that the VILLAGE is charged with
design for the construction of the water
distribution, and transmission , systems of the
project, the VILLAGE agrees to be responsible for
any and all liability with regard to its
performance of the requirements of this agreement.
3
VILLAGE OF TEQUESTA AGREEMENT
, E. ' ,To contribute and to forward to the• COUNTY the
funding for the actual costs of construction of
the water distribution, and transmission systems.
Contributions and funding for the cost of such
construction shall be paid by the VILLAGE as such
costs accrue and within 30 days after a bill for
same has been sent by the COUNTY to the VILLAGE.
4 . Both the COUNTY and the VILLAGE agree to pay to the
other such funds as are indicated in the final audit '
set forth in Paragraph 2 (C) above, which will balance
accounts between the parties.
5 . This Agreement shall be executed in triplicate and the
COUNTY shall retain two (2) copies and the VILLAGE
shall retain one (1) copy. All shall be considered an
original.
6. Any and all notices required or permitted to be given
here under shall be deemed received five (5) days after
same are deposited in U.S. Mail sent via certified
mail, return receipt requested.
All notices to the VILLAGE shall be sent to:
Thomas C . Hall
Water System Manager
Village of Tequcsta
1' ..). Box 3474
Teq•'es La, Florida 33469 •
All notices to the COUNTY shall be sent to:
H.F. Kahlert, P.E. , County Engineer
Engineering and Public Works Department
P.O. Box 2429
West Palm Beach, FL 33402
' ATTN: Roadway Production
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VILLAGE OF TEQUESTA AGREEMENT
IN WITNESS WHEREOF, the County of Palm Beach, Florida has
caused this Agreement to signed by the Chairman of the Board of
County Commissioners and the seal of ' said Board to be affixed
hereto and attested by the Clerk of said Board, pursuant to
authority granted by said Board, and the Village of Tequesta has
caused this Agreement to be signed in its name by its Chairman
and its seal to be affixed hereto,, .attested by its Secretary, the
date and year first above written.
VILLAGE OF TEQUESTA PALM BEACH COUNTY, FLORIDA, '.
BY ITS BOARD OF COUNTY
COl.u.1ISSIdNERS
e--i- io-,7-90 By l L (�- ) ) \2tt
.=�
-' ,DATE
%~ � DATE
" ,;ATTEST: :
, `�''.,• ATTEST: lie, 1AN 8.; 1991
r �; •t- JOHN B. �� � .. l
;,t . DUN1LE CLERK '
,/e L ,!/ r• ,..,G / B Y ,J )CL / /
DATE iv/'74 'd
j' i DATE
APPROVED AS TO FORM AND C" d� � � %rl; " • '
LEGAL SUFF CIENCY: APPROVED 'AS:"TO 'FORM AND LEGAL
SUFFICIEN('Y;;-/ .
B Y: ; Y..
�7�- LAGS ATTORNEY BY �G /��� •
/ COUNTY ATTORNEY
(final 10/11/90)
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PROJECT NAME: OLD DIXIE HIGHWAY FROM SR 811 TO OOUNTY LINE ROAD .
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. .PROJECT NUMBER: 87541 A8B BERGERON LAND • . - , RANGER CONSTRUCTION " _ . . • , .
BID OPENING: MARCH 26, 1991 - ' . -'-- DEVELOPMENT, INC. - '• INDUSTRIES INC BELVEDERE CONSTRUCTION Co ' . • - - . _ _
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- .• ITEM ' QUANTITY/UNITS ' UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
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-ROADWAY ITEMS . .- '
1. MOBILIZATION 1 LS 5151,221.19 $151,221.19 • 560,000.00 160,000.00 $50,000.00 $50,000.00 . .
2 MAINTENANCE OF TRAFFIC - • ' . • . 1 LS 137,838.00 137,838.00 158,600.00 158,600.00 S23,000.00, .,.. S23,000:00
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' . 3 CLEARING AND GRUBBING - 1 LS S16-081.74 116,181.74 $40,000.00 $40,000.00 -S45,000.00 S45,000.00 . - . .
. . 4 .REGULAR EXCAVATION . . 11,350 CY $1.17 S11,279.50 $2.80 $31,780.00 . _ . $2.00 $22,700.00.
5 EMBANKMENT (COMPACTED IN PLACE) _ • 2,121,CY . 16.31 113,383.51 - $6.40 $13,574.40 -'' • $6.00 S12,726.00 . . .
6 TYPE .C. STABILIZATION (12") , 44,185 SY. • $0.90 139,766.50 . $1.45 .S64,068.25 $1.55 $68,486.75 " . • .
7 LIMEROCK BASE (8")(DBL CRSE)(INCLUDES PRIME COAT) 42,224 SY . 13.77 1159,184.48 $5.60 1236,454.40 15.50 ' 1232i232.00 - - ••8 TYPE S-1 ASPH. CONC.,(1 1/4") (OVERLAY) • , 1,000 SY $3.42 13,420.00 : 13.00 $3,000.00 . $3.10 : $3,1.00.00 . .... . ._ . 9 TYPE. S-1 ASPH. CONC. (2 1/2")f0BL CRSEXINCL.TACK COAT)" . 42,092 SY • - S4.57 .1192.,360.44 - S3.65 'S153,635.80 • $3.76 - 1158,265.92
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- - - . 10 CLASS I CONCRETE (GRAVITY WALLS) - 21 CY . $525.30 $11,031.30 $225.00 14,725.00 . $385.00 $8,085.00
. . 11 INLET (TYPE C)(MODIFIED) . 6 EA 1630.36 .$3,782.16 1800.00 • $4,800.00 . 1870.00 $5,220.00
: - 12 INLETS (CuRB)(TYPER-5)(<10.) ' ' . . . 11 EA . $1,575.90 117,334.90 S1,500.00 ' 116,500.00 11,585.00 $17,435.00
13 INLETS (CURB)(TYPE P-6)(.<10,) 11 EA - $1,838.55 $20,224.05 $1,500.00 .$16,500.00 S1,80000 S19,800.00 :
14 . INLETS (CURB)(P-2)(CONFLICT)(<10') 2 EA $2,311.32 • $4,622.64 $1,800.00 ' $3,600.00 - $3,000.00 S6,000.00 . •
15 INLETS (DITCH BOTTOM)(P-x)(<101)(INCL,. BOLT & CHAIN) , 4 EA S1,260,72 s5,042.88 S1,45000 15,800.00 $1,690.00 16,760.00 . •
_-. • • 16 INLETS (DITCH'BOTTOM)(P-X)(>10')(INCL. BOLT 8 CHAIN) 2 EA - . uS1,365.78 $2,731.56 S1,508.00' $3,000.00 $2,000.00 s4,000.0 . .
• 17 _ MANHOLES (P-7T)(OO') 13 EA 1893.01 111,609.13. $975.00 $12,675.00 $1,280.00 ' 116,640.00
18 MANHOLES (P-7T)(>10') 2 EA 11,239.71 12,479.42 $1,050.00 . $2,100.00 s1,450.00 S2,900:00
19 MANHOLES (J-7T)(<10.)(M00IFIED)(ALT. "B") - 3 EA 16,093.48 118,280.44 15,600.00 - 116,800.00 - $5,100.00 $15,300.00
20 MANHOLES (J-71)(>10')(mODIFIED)(ALT. "B") 1 EA 15,253.00 - 1.5,253.00 $5,500.00 $5,500.00 . S4,860.00 $4,860.00
21 ADJUST MANHOLES (STORM) . . 2 EA 1157.59 1315.18 1300.00 1600.00 165000 $1,300.00 .
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22 CAP EXISTING INLETS 8 CONVERT TO JUNCTION BOX 3 EA s472.77 - .11,418.31 $600.00 s1,800.00 1675.00 12,025.00
23 CONN. EXIST. 36" RCP TO JUNCTION BOX 8 PLUG EXIST. 24" 1 EA $472.77 $472.77 $1,000.00 $1000.00 $680.00 1680.00 . .
• 24 CONCRETE PIPE CULVERT (18") • 1,851 LF $18.91 S35,00210 114.50 126,839.50 . 114.00 .S25,914.00 - :. . .
25 TRENCH SAFETY (18") " - . 1,851 IF • $1.05 $1,943.55 . 10.10 S185.10 ' $0.50 $925.50 - •
26 CONCRETE PIPE CULVERT (24") 1,819 LF $21.01 . $38,217.19 . S20.00 $36,380.00 $20.00 $36,380.00 .•
•27 TRENCH SAFETY-(24") " 1,819 UF 11.05 s1,909.95 $0.10 $181.90 -S0.50 $909.50
28 CONCRETE PIPE CULVERT (30") . . 2,030 LF - $25.21 $51,176.30 $28.50 $57,855.00 $26.00 . $52,780.00 . . •.... -.29 .TRENCH SAFETY (30") " .. • 2,030 IF ' 12.10. $4,263.00. $0.18 - 1203.00 10.75 . 11,522.50
30 CONCRETE-PIPE CULVERT (36") 388 LF $37.82 $14,674.16 133.00 112,804.00 .. S42.00. . S16,296.00
31 TRENCH SAFETY (36") " 388 LF _ $2.10 • $814.80 $0.10 $38.80. $2.00 $776.00
32 FRENCH DRAINS (18" CMP NON PERFORATED) 108 LF S3362 $3,630.96 $25.00 12,700.00 - 123.00 * $2,484.00 ..
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33 TRENCH SAFETY (18") " . 108 LF 12.10 1226.80 10.10 110.80 $0.50 $54.00- . .-
.34 FRENCH DRAINS (18" CMP PERFORATED) .
' •. 1,824 LF $34.67. 'Z
S63,238.08 S42.00 76,608.00 $42.00 $76608.00
35 TRENCH SAFETY (FRENCH DRAINS) (18" CmP) " ". 1,824 LF $2.10 $3,830.40 $0.10 $182.40 • $0.50 $912.00 •.. .
36 FRENCH DRAINS (30" RCP PERFORATED) • 1,084 LF $47.28 $51,251.52 $58.50 163,414.00 $51.00. 555 284.00 37 TRENCH SAFETY (FRENCH DRAINS) (30" RCP) " 1,084 LF $3.15 $3,414.60 . $0.10 $108.40 $0.75 $813.00 • ' • .
38 TRENCH INSPECTION BOXES(D.O.T. INDEX 245 W/18" OPENING) . 8 EA $945.54 $7,564.32 $900.00 $7,200.00 . S1,030.00 S8,240.00
39 ALUMINUM HANDRAIL . ' 212 LF $26.27 - $5,569.24 $28.00 $5,936.00 ' $36.00 $7,632.00
40 CONCRETE CURB 8, GUTTER (TYPE F) . . 11,353 LF $5.62 $63,803.86 $5.15 S58,467.95 $5.10 - S57,900.30
' 41 CONCRETE SIDEWALK (4" THICK) 4,040 SY " $12.61 150,944.40 $11.25 $45,450.00 $11.55 $46,662.00
42 CONCRETE SIDEWALK (6" THICK) . _ 550 SY $14.71 $8,090.50 . 114.00 S7,700.00 114.35 S7,892.50 •
43 GUARDRAIL (ROADWAY)(INCLUDING MISCELLANEOUS ASPHALT) 1,682 LF $13.66 122,976.12 111.00 S18,502.00 512.85 . 521,613.70
44 END ANCHORAGE ASSEMBLY (TYPE IV) 4 EA $735.42 $2,941.68 1510.00 52,040.00 1515.00 $2,060.00- - - •45 SEED 4 MULCH . 14,984 SY ' ' 10.15 .12,247.60 50.40 $5,993.60 •• * $0.35 : • $5,244.40
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PROJECT NAME: OLD DIXIE HIGHWAY FROM SR 811 TO COUNTY LINE ROAD
PROJECT NUMBER: 87541 Ad6 BERGERON LAND RANGER CONSTRUCTION
BID OPENING: MARCH 26, 1991 DEVELOPMENT, INC. INDUSTRIES, INC. BELVEDERE CONSTRUCTION CO.
ITEM OUANTITY/UNITS UNIT PRICE AMOUNT UNIT PRICE _ AMOUNT UNIT PRICE AMOUNT
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CONTINGENCY ITEMS '
46 ADJUST SANITARY SEWER MANHOLE TOPS 6 EA S189.11 S1,134.66 S400.00 S2,400.00 s505.00 $3,030.00
47 ADJUST SOUTHERN BELL MANHOLE TOPS 7 EA 1315.18 $2,206.26 S600.00 $4,200.00 $505.00 $3,535.00
48 ADJUST WATER VALVE BOXES. 3 EA $94.55 s283.65 s40.00 5120.00 S190.00 S570.00
49 MANHOLES (P-71)(<101) 5 EA S893.01 14,465.05 5950.00 $4,750.00 51,350.00 s6,750.00
50 MANHOLES (P-7T)(>10') 1 EA S1,239.71 s1,239.71 $1,125.00 S1,125.00 S1,600.00 s1,600.00
51 TYPE P CONFLICT BOX (<10') 5 EA S1,155.66 15,778.30 1750.00 .13,750.00 S1,765.00 S8,825.00
52 TYPE J CONFLICT BOX (<10') 1 EA s2,101.20 $2,101.20 s900.00 S900.00 $3,000.00 $3,000.00
53 SOD 2,000 SY S1.21 S2,420.00 S1.70 S3,400.00 S1.45 S2,900.00
54 SUPPORT SST CABLE 120 LF 16.30 1756.00 15.00 $600.00 $5.20 S624.00
55 INSTALLATION OF SBT MANHOLE CURB TOPS 1 EA 1315.18 S315.18 S500.00. S500.00 S1,500.00 S1,500.00
56 AC PIPE REMOVAL 100 LF 131.52 13,152.00 s15..00 $1,500.00 125.00 $2,500.00
57 TYPE S ASPH.CONC.(OVERBUILD)(LEVELING CRSE)(MISC) 125 TN s57.78 17,222.50 S46.00 s5,750.00 $55.00 $6,875.00
58 REMOVE I. RESET FENCE 100 LF S4.20 1420.00 S10.00 S1,000.00 S15.50 S1,550.00
59 CONC. CULVERT PIPE (12")(YARD DRAINS d MISCELLANEOUS) 200 LF 130.47 16,094.00 514.00 $2,800.00 117.00 $3,400.00
60 TRENCH SAFETY (12") •• 200 LF s0.10 s20.00 s0.10 S20.00 $0.30 s60.00
61 MANHOLES (J-7T)(<10')(M001FIED)(ALT. "A") 3 EA $3,992.28 111,976.84 '4,000.00 S12,000.00 S7,000.00 S21,000.00
62 MANHOLES (J-7T)(>10')(MOOIFIEO)(ALT. "A") 1 EA 13,466.98 S3,466.98 $3,800.00 S3,800.00 S7,910.00 S7,910.00
63 YARD DRAINS 3 EA S630.36 $1,891.08 S400.00 51,200.00 S260.00 S780.00
64 8" DIP DEFLECTION OF EXISTING WATERMAIN 3 EA 51,470.84 54,412.52 12,200,00 S6,600.00 12,570.00 S7,710.00
VILLAGE. OF TEOUESTA ITEMS
. 65 EXTENSION: OF 1" WATER SERVICE (STA. 10+27) 1 EA s236.39 S236.39 1300.00 S300.00 $500.00 $500.00
66 RELOCATE EXISTING FIRE HYDRANT, METER, ETC.(STA. 17+88) 1 EA S893.01 $893.01 11,300.00 $1,300.00 11,265.00 s1,265.00
67 TAPPING VALVE & SLEEVE, VALVE BOX, RELOCATE FIRE 1 EA S3,151.80 S3,151.80 $3,200.00 $3,200.00 15,025.00 S5,025.00
HYDRANT, ETC. (STA. 65+85) .
68 12" M.J. RESILIENT SEATED VALVE W/VALVE BOX 6 EA s735.42 s4,412.52 $950.00 $5,700.00 1775.00 s4,650.00
69 10" M.J. RESILIENT SEATED VALVE W/VALVE BOX 1 EA $630.36 1630.36 5790.00 1790.00 1655.00 $655.00
70 8" M.J. RESILIENT SEATED VALVE W/VALVE SOX 3 EA 5420.24 S1,260.72 $520.00 $1,560.00 S455.00 S1,365.00
71 12" DUCTILE IRON PIPE •'• 2,280 LF 118.91 $43,114.80 $17.00 $38,760.00 $18.85. S42,978.00
72 1.0" DUCTILE IRON PIPE '•• 1,350 LF s24.69 $33,331.50 515.00 $20,250.00' 517.95 . S24,232.50
73 8" DUCTILE IRON PIPE ••• 3,300 LF . 511.03 $36,399.00 s11.50 $37,950.00 511.85 $39,105.00
74 SAMPLING POINTS 8 EA S262.65 $2,101.20 $125.00 S1,000.00 S150.00 $1,200.00
75 10" TERMINAL END 2 EA $525.30 $1,050.60 S725.00 $1,450.00 5445.00 $890.00
76 8" TERMINAL END 1 EA $525.30 1525.30 . $600.00 S600.00 $370.00 $370.00
77 TAPPING SADDLE W/1" CORPORATION STOP 2 EA $367.71 S735.42 575.00 5150.00 S350.00 5700.00
78 DUCTILE IRON FITTINGS 5,500 LBS 50.80 $4,400.00 S1.30 s7,150.00 S1.65 $9,075.00
79 BLOWOFF CONNECTION 1 EA s341.45 $341.45 5400.00 s400.00 S345.00 $345.00
80 TRENCH SAFETY (D.I.P.) •• 7,930 LF $0.10 1793.00 $0.10 $793.00 $0.20 $1,586.00
TOTAL AMOUNT OF BID $1,361,697.54 + s1,363,081.30 s1,373,479.57
+ Corrected Total
'' CONTINGENCY ITEMS MAY.BE INCREASED, DECREASED OR DELETED AS DIRECTED BY THE ENGINEER
SEE SUPPLEMENTAL SPECIAL PROVISIONS
•
' PROJECT NAME: OLD DIXIE NIGNWAY FROM SR 811 TO COUNTY LINE ROAD •
PROJECT NUMBER: 87541 A&B - • •
BID OPENING: MARCH 26, 1991 _ HARDRIVES, INC. • DICKERSON FLORIDA, INC. - J.W. CHEATHAM, INC.
, AVERAGE
ITEM ouANTITY/UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
a......saaz=ac a sa.a_aaaca -aocaaoamsaaaocaasaaeacacacaaaaaaaasaasasasaa:aaaaaaeaaaasaeaacaetaeaaanaacar -
- - ROADWAY ITEMS -
1 MOBILIZATION 1 LS S58,500.00 S58,500.00 S3,800.00 S3,800.00 S65,442.00 ' S65,442.00 S42,580.67 •
2 MAINTENANCE OF TRAFFIC • 1 LS S37,000.00 S37,000.00 •. S26,750.00 •S26,750.00 S56,492.00 $56,492.00 ' S40,080.67
- 3 CLEARING AND GRUBBING -- . .1 LS , S25,000.00 , $25,000.00 .-S7,600.00 S7,600.00 .S15,484.00 S15,484.00 S16,028.00 .- _
' 4 REGULAR EXCAVATION 11,350-CY S1.40 . S15,890.00 S7.80 S88,530.00 S2.22 S25,197.00 S3.81 .
5 EMBANKMENT (COMPACTED IN PLACE) - 2,121 CY $3.80 S8,059.80 $1.45 13,075.45 S2.22 S4,708.62 S2.49
6 TYPE •C' STABILIZATION (12") 44,185 SY s1.40 s61,859.00 S1.65 S72,905.25 S1.06 S46,836.10 •' S1.37
7 LIMEROCK BASE (8")(DBL CRSE)(INCLUDES PRIME COAT) 42,224 SY s4.95 S209,008.80 s5.45 S230,120.80 S4.22 S178,185.28 S4.87 `
8 TYPE S-1 ASPH. CONC. (1 1/4".) (OVERLAY) 1,000 SY. • 52.05 S2,050.00 - 52.65 S2,650.00 S2.40 S2,400.00 . S2.37 - .
- - 9. TYPE-S-1- ASPHt:CONC. (2 1/2")(DBL CRSE)(INCL.TACK-COAT) 42,092 SY s4.10 • S172,577.20 $4.30 S180,995.60- 54.92 5207,092.64 ' S4:44 -
10 CLASS I CONCRETE (GRAVITY WALLS) 21 CY S275.00 55,775.00 • 5210.00 s4,410.00 S308.00 • s6;468.00 S264.33
11 INLET (TYPE C)(M00IFIE0) • ' 6 EA S800.00 S4,800.00 S766.00 s4,596.00 S678.00 54,068.00 S748.00 '
- ' 12 INLETS (CURB)(TYPE P-5)(<10') 11 EA $1,525.00 S16,775.00 S1,720.00 . S18,920.00 S1,695:00 S18,645.00 S1,646.67 - -
13 INLETS (CURB)(TYPE P-6)(<10') . • - 11 EA • S1,710.00 - 118,810.00 S2,050.00 S22,550.00 . S1,978.00 $21,758,00 S1,912.67 -
• 14 INLETS (CUR6)(P72)(CONFLICT)(<10') 2 .EA . S2,500.00 S5,000.00 S2,575.00 s5,150.00 S2,486.00 . 54,972.00 . $2,520.33
- 15 INLETS (DITCH BOTTOM)(P-X)(<10')(INCL. BOLT S CHAIN) 4 EA -- s1,440.00 • - s5,760.00 ' 53,180.00 s12,720.00 s1,356.00 S5,424.00 • $1,992.00 -
' 16 INLETS (DITCH BOT10M)(P-x)(3,10')(INCL. .BOLT S CHAIN) 2 EA 51,660.00 s3,320.00 • $3,360.00 $6,720.00 S1,469.00 ."12,938.00 $2;163.00
17 MANHOLES (P-7T)(<10') . 13 EA S1,030.00 S13,390.00 . S1,096.00 S14,248.00 S961.00 S12,493.00 - S1,029.00
18 MANHOLES (P-7T)(>10') 2 EA • S1;370.00 S2,740.00 11,215.00 12,430..00 ' 51,333.00 S2,666.00 $1,306.00,
' 19 MANHOLES (J-71)(<10')(MODIFIED)(ALT. "8") 3 EA S6,600.00 S19,800.00 S7,045.00 -S21,135.00 56,554.00' S19,662.00 S6,733.00 -
20 MANHOLES (J-7T)010')(MO0IFIED)(ALT. "B") -1 EA • 56,500.00 $6,500.00 S7,020.00 S7,020.00 .- S5,650.00 S5,650.00 S6,390.00
21 ADJUST-MANHOLES (STORM) 2 EA S500.00 - - S1,000.00 5735.00 . S1,470.00 S170.00 S340.00 S468.33
22 CAP EXISTING INLETS t CONVERT TO JUNCTION BOX 3 EA S575.00 . S1,725.00 S625.00 S1,'875.00 S509.00 . S1,527.00 S569.67 - -
• 23 'CONN. EXIST. 36"-'RCP TO JUNCTION'BOX8 PLUG EXIST'. 24" 1 EA -S300.00- - . - S300.00 ' S395.00 S395.00 $509.00_ - - ' $509.00 $401.33
24 CONCRETE PIPE CULVERT (18") 1,851, LF S15.75 S29,153.25 S13..70 S25,358.70 •520.34 . S37,649.34 S16.60
• 25 TRENCM-SAFETY (18") •• 1,851 LF . S1.00 S1,851.00 S1.26 S2,332.26 S1.13 52,091.63 51.13 • .
26 .CONCRETE PIPE CULVERT (24") 1,819 LF $17.50 $31,832.50- S17.60 S32,014.40 S22.60 S41,109.40 S19.23 - .
27 TRENCH SAFETY (24") •• 1,819 LF 51.00 S1,819.00 S1.26 S2,291.94 S1.13 • $2,055.47 S1.13
28 CONCRETE PIPE CULVERT (30") 2,030 LF S22.00 $44,660.00 S23.65 S48,009.50 S27.12 S55,053.60 S24.26 •• '
• 29 TRENCH SAFETY (30") •• 2,030 LF '51.25 S2,537.50 • s1.26 S2,557.80 s2.26 • S4,587.80 S1.59 • .
30 CONCRETE PIPE'CULVERT (36") • - . . 388 LF $28.00_. .- . S10,864.00 S36.65 • S14;220.20 . - 540.68 S15,783.84 .. 135.11-, - ,• - ; -- • -
31 TRENCH SAFETY (36") •• 388 LF 12.00 S776.00 S1.26 S488.88 S2.26 $876.88 - . S1.84 - - -
.32 FRENCH DRAINS (18" CMP NON PERFORATED) 108 LF S19.00 $2,052.00 S13.10 S1,414.80 $36.16 $3,905.28 S22.75
33 TRENCH SAFETY (18") "" 108 LF S1.50 S162.00 S1.26 S136.08 52.26 S244.08 51.67
34 FRENCH DRAINS (18" CMP PERFORATED) - _ .1,824 LF . S35.00 . S63,840.00 $31.45 S57,364.80 _ $37.29 • S68,016.96 -S34.58
35 TRENCH SAFETY (FRENCH DRAINS) (18" CMP) V" - 1,824 LF .S1.00 . S1,824.00 S1.26 . .$2,298.24 12.26 $4,122.24 • $1.51
36 FRENCH DRAINS (30" RCP PERFORATED) . - 1,084 LF S44.00 S47,696.00 - S41.20 $44,660.80 S50.85 S55,121.40. $45.35
. 37 TRENCH SAFETY .(FRENCH DRAINS) (30" RCP) •• - 1,084 LF 52.00 S2,168.00 S1.26 . *S1,365.84 . S3.39 S3,674.76 S2.22.
38 . TRENCH INSPECTION 6OD(ES(D.O.T. INDEX 245 W/18" OPENING). • 8 EA • 5980.00• 57;840.00 S1,055.00 S8;440.00 S1,017.00 S8,136.00 $1,017.33 - '
39 ALUMINIJ HANDRAIL - 212 LF. S35.50 $7,526.00 S34.10 $7,229.20 S39.20 S8,310.40 S36.27 -
40. CONCRETE CURB & GUTTER (TYPE F) •11,353 LF _ S5.25- . S59,603.25 S5.15 S58,467.95 54.75. • S53,926.75 S5.05 . '
- 41 CONCRETE SIDEWALK (4" THICK) 4,040 SY S11.00 S44,440.00 S11.20 S45,248.00 S10.00 S40,400.00 S10.73
42 CONCRETE SIDEWALK (6" THICK) • 550 SY -514.50 - $7,975.00 $13.90 $7,645.00 S15.00 S8,250.00 S14.47 . .
43 ' GUARDRAIL (ROADWAY)(INCLUDING MISCELLANEOUS ASPHALT) 1,682 LF 512.50 521,025.00 510.70 S17,997.40 S14.03 • • S23,598.46 S12.41 .
•
44 END ANCHORAGE ASSEMBLY (TYPE IV) 4 EA 5540.00 S2;160.00 S520.00 S2,080.00 S560.00 S2,240.00 S540.00
45 SEED & IULCH ,14,984 SY 50.181 . $2,697.12 S0.14 S2,097.76 S0.17 S2,547.28 S0.16
•
PROJECT NAME:.OLD DIXIE HIGHWAY FROM SR 811 TO COUNTY LINE ROAD
PROJECT NUMBER: 87541 ABB _ -
BID OPENING: MARCH 26, 1991 HARDRIVES, INC. DICKERSON FLORIDA, INC. J.W. CHEATHAM, INC.
AVERAGE .
ITEM QUANTITY/UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
CONTINGENCY ITEMS •
46 ADJUST SANITARY SEWER MANHOLE TOPS 6 EA S500.00 $3,000.00 S360.00 S2,160.00 S204.00 $1,224.00 S354.67
47 ADJUST SOUTHERN BELL MANHOLE TOPS 7 EA S500.00 S3,500.00 S360.00 $2,520.00 S339.00 S2,373.00 S399.67
48 ADJUST WATER VALVE BOXES - 3 EA S175.00 S525.00 S57.60 S172.80 S102.00 $306.00 S111.53 •
49 MANHOLES (P-7T)(<10') - 5 EA $1.,030.00 S5,150.00 S1,097.00 S5,485.00 $961.00 S4,805.00 S1,029.33
• 50 MANHOLES (P 7T)(>1O') -1 EA S1370.00 •• S1,370.00 S1,213.00 S1,213.00 S1,333.00 S1,333.00 S1,305.33 • ,
51 TYPE P CONFLICT BOX (<10') _ _ ' . 5 EA .... ... S3,000.00 --- S15,000.00 S735.00 S3,675.00 S1;243.00 $6,215.00 S1,659.33
52 TYPE J CONFLICT BOX (<10') • 1 EA S4,000.00 S4,000.00 S735.00 S735.00 S2,260.00 42;260.00 S2,331.67
53 SOD 2,000 SY $1.35 S2,700.00 $0.85 S1,700.00 S1.29 S2,580.00 $1.16
54 SUPPORT SBT CABLE • 120 LF S6.00 S720.00 S8.10 S972.00 S6.78 S813.60 S6.96
55 INSTALLATION OF SBT MANHOLE CURB TOPS - 1 EA S500.00 S500.00 S1,365.00 S1,365.00 S339.00 S339.00- S734.67 .
56 AC PIPE REMOVAL - 100 LF S32.00 - S3,200.00 S16.55 . $1,655.00 $34.00 $3,400.00 S27.52
57 TYPE S ASPH.CONC_(OVERBUILD)(LEVELING CRSE)(MISC) 125 TN S35.00 $4,375.00 $38.60 $4,825.00 S36.85 S4,606.25 S36.82
58 REMOVE & RESET FENCE 100 LF S10.00 S1,000.00 . S4.00 S400.00 $10.00 $1,000.00 S8.00
59 CONC. CULVERT PIPE (12")(YARD DRAINS 8 MISCELLANEOUS) 200 LF- • $17.00 $3,400.00 S16.00 $3,200.00 S33.00 • $6,600.00 S22.00
60 TRENCH SAFETY (12") ** 200 LF S1.00 S200.00 S1.00 S200.00 $0.12 S24.00 S0.71
61 MANHOLES (J-7T)(<10')(MOOIFIED)(ALT. "A") 3 EA S4,240.00 S12,720.00 $5,440.00 S16,320.00 $4,294.00 $12,882.00 S4,658.00
. 62 MANHOLES (J-71)(>10')(MODIF►ED)(ALT. "A") • 1 EA S4,350.00 S4,350.00 S4,990.00 . $4,990.00 $3,729.00 - $3,729.00 S4,356.33
63 YARD DRAINS 3 EA S600.00 $1,800.00 S360.00 S1,080.00 S678.00 S2,034.00 S546.00
64 8" DIP DEFLECTION OF EXISTING WATERMAIN ... . . 3 EA . . $1,485.00 $4,455.00 S2,625.00 S7,875.00 S1,582.00 $4,746.00 $1,897.33 .
- VILLAGE OF TEOUESTA ITEMS '
65 EXTENSION OF 1" WATER SERVICE (STA. 10+27) 1 EA S240.00 S240.00 S353.00 $353.00 S252.00 S252.00 S281.67
66 RELOCATE EXISTING FIRE HYDRANT, METER, ETC.(STAI 17+88) : -: 1 EA' •7'4.:'•! S900.00 • . S900.00 $796.00 S796.00 S961.00 S961.00 S885.67
. 67 TAPPING VALVE & SLEEVE, VALVE BOX, RELOCATE FIRE' • . 1 EA ' . $3,200.00'z ' S3,200.00 S8,379.00 S8,379.00 S3,390.00 $3,390.00 54,989.67
HYDRANT, ETC. (STA. 65+85) -
68 12" M.J. RESILIENT SEATED VALVE W/VALVE.BOX '6 EA $740.00 S4,440.00 ' $866.00 $5,196.00 S791.00 S4,746.00 S799.00
' 69 10" M.J. RESILIENT SEATED VALVE W/VALVE BOX•'A}'. ' T.r'"''.';?`•;•'`'1 EA`•"'B`11:0 5640.00 .: '_.i S640.00 S715.00 S715.00 S678.00 S678.00 S677.67
ti•..
70 8" M.J. RESILIENT SEATED VALVE W/VALVE BOX '• .:: 3 EA`"'+ 5420.00`"' `' S1,260.00 • S473.00 S1,419.00 S452.00 S1,356.00 S448.33
71 12" DUCTILE IRON PIPE •"• "t 2,280 LF r:' ,'.•;.;;:'fir' S19.00; ;''- $43,320.00 $19.60 S44,688.00 S19.78 S45,098.40 • S19.46
72 10" DUCTILE IRON PIPE •••• 1,350 LF.,.: 4.S24.75` S33 412.50 S16.05 S21,667.50 S26.00 $35,100.00 S22.27
73 8" DUCTILE IRON PIPE ••• ' ' "• `'''"�,>"° ''.' ' f'�-" `'`�.'' 3,300 LF' '', - S11.00 $36,300.00 S12.90 $42,570.00 $11.30 S37,290.00 S11.73
. 74 SAMPLING POINTS ' e 8 EA '-•'`;" S265.00. ' - S2,120.00 S183.00 $1,464.00 S283.00 S2,264.00 S243.67
75 ' 10" TERMINAL END ":••�;,-%;:,: ' •,,T'%'; 2 EA'T.;:.'1�'�.:4,S530.00 S1 060.00 $850.00 $1,700.00 $565.00 ' S1,130.00 S648.33
76 8" TERMINAL END • • - - - : - �� . 1 EA•ti• a- .- 5530.00 • S530.00 S830.00 S830.00 S565.00 S565:00 S641.67
77 TAPPING SADDLE W/1" CORPORATION STOP y " l` '`: 2 EA' •.' ,f4, 5370.00'S, S740.00 S95.00 S190.00 S396.00 S792.00 S287.00
78 DUCTILE IRON F I TT I NGS, .;y d _L'{,`:'•''� ;ri ;rq:,! :',I :4.;',:t.'. 5,500.LBS;Y� r S0.80 S4,400.00 $2.10 511,550.00' S0.86 S4,730.00 S1.25
79 BLOWOFF CONNECTION ,. ., • ,�•_.a; q-c �-w 1 EA: 345.00; L;} 5345.00, 5502.00 S502.00 S367.00 8367.00 S404.67 •
80- TRENCH SAFETY (D.I.P.).,!• ;.,•i., . 7,930 LF .. .; - $0.15' 6 '51,18!.50 $1.05 S8,326.50 $0.23 - $1,823.90 S0.48
TOTAL AMOUNT OF BID S1,296,203.42 S1,33.4,674.45 . S1,352,472.36 •
_ • CONTINGENCY ITEMS MAY BE INCREASED, DECREASED OR DELETED AS DIRECTED BY THE ENGINEER
•• SEE SUPPLEMENTAL SPECIAL PROVISIONS
•
•
•
•
•
PROJECT NAME: OLD DIXIE HIGHWAY FROM SR 811 TO COUNTY LINE ROAD -
• PROJECT NUMBER: 87541 AL8
BID OPENING: MARCH 26, 1991 HARDRIVES, INC. i. DICKERSON FLORIDA, INC. J.L1..-CHEATHAM, INC.
AVERAGE
ITEM. • - -• QUANTITY/UNITS.' UNIT PRICE - AMOUNT UNIT PRICE AMOUNT • UNIT PRICE AMOUNT • UNIT PRICE
••• PRICE OF REMOVAL., DISPOSAL, GROUTING OF AC PIPE SHALL BE INCLUDED IN THE-COST PER FOOT OF PIPE
•
•
NOTE: ITEM NO. 55 CURB MANHOLE TOPS TO BE PROVIDED BY SBT.
' NOTE: ITEM-NO. 56 IS GOVERNED.BY SECTION 800 OF THE SPECIFICATIONS. .
NOTE: ITEM NO. 57 IS FOR RESURFACING OF THE TEOUESTA DRIVE INTERSECTION AND INCLUDES MAINTENANCE OF TRAFFIC.
NOTE: ITEM NO. 59 IS FOR YARD DRAINS, AS REQUIRED.
NOTE: ITEMS NO. 64 THRU 80 ARE IN ACCORDANCE WITH 1HE VILLAGE OF TEOUESTA, PALM BEACH COUNTY
HEALTH,DEPARTMENT L FLORIDA DEPARTMENT OF .ENVIRONMENTAL REGULATION SPECIFICATIONS.
DAYS TO COMPLETE: TWO HUNDRED SEVENTY (270) CALENDAR DAYS
Prepared By: S. Sandman
Checked By: R. Terrell - -
V
l l
ATTACHMENT "B"
p
PROJECT NAME: OLD DIXIE HIGHWAY FROM SR 811 TO N. COUNTY LINE ROAD
BID OPENING DATE: MARCH 26, 1991 PROJECT t! 87541 ASB
VILLAGE OF TEOUESTA
ITEM QUANTITY/UNITS UNIT PRICE •
TOTAL
ROADWAY ITEMS
48 ADJUST WATER VALVE BOXES
51 TYPE P CONFLICT BOX (<10') 3 EA $175.00 $525.00
56 AC PIPE REMOVAL 1 EA $3,000.00 $3,000.00
64 8" DIP DEFLECTION OF EXISTING WATERMAIN 100 LF $32.00 $3,200.00
65 EXTENSION OF 1" WATER SERVICE ) 3 EA $1,240.00 $4,240.00
66 RELOCATE EXISTING FIRE HYDRANT, ETC. 1 EA $20.00 $240.00
67 TAPPING VALVE & SLEVE, VALVETA. ELOCATE 1 EA
5900,00 $900.00
FIRE HYDRANT, ETC. (STA. 65+85) '
68 12" M.J. RESILIENT SEATED VALVE W/VALVE BOX 1 EA S3,200.00 $3,200.00 6
69 10" M.J. RESILIENT SEATED VALVE W/VALVE BOX 1 EA EA $$640.00 S4,640.00
70 8" M.J. RESILIENT SEATED VALVE W/VALVE BOX 3 EA 5420.00 $1,260.00
40.00 $640.00 71 12" DUCTILE IRON PIPE 3
72 10" DUCTILE IRON PIPE 2280 LF $19.00 $43,320.00
1350 LF $24.75 $33,412.50
73 8" DUCTILE IRON PIPE
74 SAMPLING POINTS 3300 LF $11.00 $36,300.00
75 10" TERMINAL END 8 EA $265.00 $2,120.00
76 8" TERMINAL END 2 EA $530.00 $1,060.00
77 TAPPING SADDLE W/1" CORPORATION STOP 1 EA $530.00 $530.00 78 DUCTILE IRON FITTINGS 2 EA $370.00 $740.00
5500 LBS $0.80 $4,400.00
79 BLOWOFF CONNECTION
80 TRENCH SAFETY (D.I.P.) 1 EA $345.00 $345.00
7930 LF $0.15 $1,189.50
TOTAL AMOUNT .
$145,277.00