R00-047RESOLUTION R 00- ,P/~'
A RESOLUTION OF THE CITY COMMISSION OF
THE CITY OF BOYNTON BEACH, FLORIDA,
AUTHORIZING AND DIRECTING THE MAYOR
AND CITY CLERK TO EXECUTE A JOINT
PARTICIPATION/FUNDING AGREEMENT
BETWEEN THE CITY OF BOYNTON BEACH (CITY)
AND PALM BEACH COUNTY (COUNTY) IN THE
CONSTRUCTION OF LAWRENCE ROAD -
GATEWAY BLVD. TO HYPOLUXO ROAD (PALM
BEACH COUNTY PROJECT NO. 95511)~ AND
PROVIDING AN EFFECTIVE DATE.
WHEREAS, the CITY and the COUNTY desire to jointly participate
in the construction of utility adjustments to water distribution and/or
sewage transmission systems and other improvements, along the right-
of-way of Lawrence Road from Gateway Boulevard to Hypoluxo Road
roadway improvements; and
WHEREAS, both the CITY and the COUNTY declare that it is in the
public interest that the work be constructed with the aforementioned
PrOject;
WHEREAS, the parties heretO mutually recognize the need for
entering into an Agreement designating and setting forth the
'esponsibilities of each party;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
rilE CITY OF BOYNTON BEACH, FLORIDA, THAT:
Section 1. The City Commission of the City of Boynton Beach,
:lorida does hereby authorize and direct the Mayor and City Clerk to
~xecute a Joint Participation/Funding Agreement between the City of
)oynton Beach and Palm Beach County, a copy of which Agreement
s attached hereto as Exhibit "A".
Section 2. This Resolution will become effective immediately
Jpon passage.
PASSED AND ADOPTED this ~ day of April, 2000.
Vice Mayor
Mayor Pro Tom
Commissioner-
s:cax~, s~c~m'~ty - Joint Pa~icp~io~ding Agr 0328~
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R2000 0737
AGREEMENT BETWEEN PALM BEACH COUNTY, FLORIDA
AND
THE CITY OF BOYNTON BEACH
FOR JOINT PARTICIPATION AND PROJECT FUNDING
[N CONSTRUCTION OF
LAWRENCE ROAD -
GATEWAY BLVD. TO HYPOLUXO RD.
PALM BEACH COUNTY, FLORIDA
PALM BEACH COUNTY PROJECT NO. 95511
THIS AGREEMENT, made and entered into this day of
JlJ~/ ~ g 2~ ~ 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".
WITNESSETH:
WHEREAS. COUNTY and CITY desire to jointly participate in the
construction of utility adjustments to water distribution and/or sewage transmission systems
and other improvements, hereinafter referred to as the "Work" along the right-of-way of
Lawrence Road from Gateway Boulevard to Hypoluxo Road roadway improvements,
hereinafter referred to as the "Project"; and
VOtEREAS, 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:
1. The CITY agrees to pay directly to the COUNTY costs attributable to conswaction
of the "Work" along the right-of-way of the "Project" as outlined and shown in the Bid
Documents for Palm Beach County Project No. 9551 I.
AGREEMENT WITH THE CITY OF BOYNTON BEACH
2. Said summation of costs is stated in the mount of $ 28,519.00 in
accordance with the attached bid tabulation (Attachment "A") and summary
(Attachment "B"'} 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 ~s 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
7. The COUNTY shall obtain CITY approval for any change orders which
increase the cost attributable to the construction of utility adjustments to water
distribution and/or sewage transmission systems and other improvemems 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 mn
attributable to said construction of the "Work", as outlined in the specification, the
CITY will be credited the excess amount.
AGREEMENT WITH THE CITY OF BOYNTON BEACH
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.
10. All provisions of this Agreement tailing 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, remm
receipt requested.
All notice to the CITY shall be sent to:
City of Boynton Beach
100 East Boynton Beach Boulevard
Boynton Beach, F1 33435-3838
ATTN: Mr. Peter V. 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
3
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
/ CH, t R2000 0737
ATTEST:
SUZANNE KRUSE, CITY CLERK
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ATTEST:
DOROTHY H. WILKEN, CLERK
Board of County
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APPROVED AS TO FORM AND LEGAL
LEGAL SUFFICIENCY:
APPROVED AS TO FORM AND
LEGAL SUFFICIENCY:
CITY ATTORNEY _(~)~u'NTY ATT(~RNEY
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ATTACHMENT "B"
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511 Mora Engineering Contractors, Inc,
ITEM QUANTITY/UNITS UNIT PRICE AMOUNq
REGULAR ROADWAY PAY ITEMS
17 INLETS (CURB) (TYPE P-5) 1 EA $ 2,173.00
18 INLETS (CURB) (TYPE P-5) 1 EA $ 3,166.00
(CONFLICT)
DIFFERENCE BETWEEN 1 $ 993.00 $ 993.00
17& 18
INLETS (CURB) (TYPE P-6) ! EA $ 2,611.00
INLETS (CURB) (TYPE P-6) 1 EA $ 3,400.00
(CONFLICT)
DIFFERENCE BETWEEN 1 $ 789.00 $ 789.00
20&21
INLETS (CURB) (TYPE P-9) 1 EA $ 1,450.00
(PARTIAL)
INLETS (CURB) (TYPE P-9) 1 EA $ 1,647.00
(PARTIAL) (CONFLICT)
DIFFERENCE BETWEEN 1 $ 197.00 $ 197.00
25 & 26
ADJUST MANHOLES 1 EA $ 1,440.00 $ 1,440.00
REGULAR ROADWAY PAY ITEMS SUBTO'~AL $ 3,419.00
2O
21
25
26
36
PROJECT NAME:
PROJECT NUMBER: 95511
ITEM
71
ATTACHMENT "B"
LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
Mora Engineering Contractors, Inc.
QUANTITY/UNITS UNIT PRICE AMOUNT~
CONTINGENCY ITEMS
ADJUST VALVE BOX & 5 EA $
COVERS ( INCLUDES CONCRETE COLLAR )
ADJUST AIR RELEASE VALVE 5 EA
72
73 DEFLECT W.M. W/ 200 LF
FITTINGS ( 8" )
74 DEFLECT F.M. W/ 200 LF
FITTINGS ( 8" )
75 SUPPORT & PROTECT W.M. 200 LF
& APPURTENANCES (16")
76 SUPPORT & PROTECT F.M. 200 LF
& APPURTENANCES (I0")
78 SUPPORT & PROTECT W.M. 100 LF
& APPURTENANCES (16")
290.00 $ 1,450.00
$ 550.00 $ 2,750.00
$ 30.00 $ 6,000.00
$ 39.00 $ 7,800.00
$ I3.00 $ 2,600.00
$ 13.00 $ 2,600.00
$ 19.00 $ 1,900.00
CONTINGENCY ITEMS SUBTOTAL $ 25,100.00
GRAND TOTAL $ 28,519.00~
F:\ROADWA~AGRMT~95511BBU~SUM.doc
82000 1735
AMENDMENT TO AGREEMENT
DATED JUNE 6, 2000 BY AND BETWEEN
CITY OF BOYNTON BEACH AND PALM BEACH COUNTY FOR
JOINT PARTICIPATION AND PROJECT FUNDING IN CONSTRUCTION OF
LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PALM BEACH COUNTY, FLORIDA
PROJECT NO. 95511
OCT 3121
THIS AMENDMENT is made this day of 2000,
for the joint participation and project funding of utility system improvements on Lawrence Road
from Gateway Boulevard to Hypoluxo Road, hereinafter referred to as "AGREEMENT ", dated 1
June 6, 2000, (R- 2000 -0737) by and between CITY OF BOYNTON BEACH, a Municipality in
1 the State of Florida, hereinafter referred to as "CITY," and the BOARD OF COUNTY
' '
1 COMMISSIONERS OF PALM BEACH COUNTY, a political subdivision of the State of
Florida, hereinafter referred to as "COUNTY."
WHEREAS, on June 6, 2000, the COUNTY approved the AGREEMENT
with the CITY for the construction of water distribution and /or sewage transmission systems,
utility adjustments and other improvements on the COUNTY's Lawrence Road right -of -way in
the amount of Twenty Eight Thousand Five Hundred Nineteen and No Cents ($ 28,519.00); and
WHEREAS, the COUNTY and the CITY now find it mutually agreeable to amend the
above - referenced AGREEMENT.
NOW, THEREFORE, and in consideration of the mutual covenants contained herein,
the Parties agree as follows:
1. Paragraph 5 (Item No. 2) is hereby amended as follows: Said summation of costs
° is now stated in the amount of $ 87,451.00 in accordance with the bid tabulation (Attachment
a "A ") and the amended Summary (Attachment "B ") attached hereto and incorporated herein for
the specified work..
2. It is the intent of the parties hereto that this AMENDMENT to the AGREEMENT
shall not become binding until the date executed by the Board of County Commissioners of Palm
Beach County.
R j
3. Except as expressly modified or amended herein, all terms and conditions of the
AGREEMENT dated June 6, 2000, shall remain in full force and effect.
5•. 1
'
I
!AMENDMENT TO AGREEMENT WITH THE CITY OF BOYNTON BEACH
IN WITNESS WHEREOF, the Parties unto this Agreement have set their hands and
1 1 seals on the day and date first written above.
R 0 0 0 1735
CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA, BY ITS
BY ITS, CITY COMMISSION BOARD OF COUNTY COMMISSIONERS
By: I-$
/if ' Chair
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ATTEST': ATTEST:
SUZANNE K kk,'SlIZgPf\AERK DOROTHY H. WILKEN, CLERK
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By: 00Z‘bwwillow.) C w i4C•COLowit..)
Deputy Clerk
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(DATE) (DATE) ,r , .* Be
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APPROVED AS TO FORM APPROVED AS TO FORM
AND LEGAL SUFFICIENCY: AND LEGAL SUFFICIENCY:
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By: — BY: 1 71 /( -
1 City Attorney A sistant County Attorney
11
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F. \ROADWAY\AGRMT\9551 l-AM-BBU-AGR doc
2
1
PALM BEACH COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT
ROADWAY PRODUCTION DIVISION - BID TABULATION
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511
MORA ENGINEERING RYAN, INC. RANGER CONSTRUCTION
CONTRACTORS, INC. INDUSTRIES, INC. AVERAGE
ITEM QTY. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
REGULAR ROADWAY PAY ITEMS
1 MOBILIZATION 1 LS $237,000.00 $237,000.00 $163,081.00 $163,081.00 $257,250.00 $257,250.00 $219,110.33
2 MAINTENANCE OF TRAFFIC ( INCLUDES PEDESTRIAN M.O.T.) 1 LS $90,480.00 $90,480.00 $235,000.00 $235,000.00 $217,250.00 $217,250.00 $180,910.00
3 NPDES COMPLIANCE (SEE SPECIAL PROVISIONS) 1 LS $29,520.00 $29,520.00 $6,000.00 $6,000.00 $6,000.00 $6,000.00 $13,840.00
4 CLEARING AND GRUBBING 1 LS $120,080.00 $120,080.00 $175,000.00 $175,000.00 $129,000.00 $129,000.00 $141,360.00
5 REGULAR EXCAVATION 28,755 CY $2.23 $64,123.65 $3.00 $86,265.00 $3.60 $103,518.00 $2.94
6 EMBANKMENT ( COMPACTED IN PLACE) 29,660 CY $3.22 $95,505.20 $4.00 $118,640.00 $2.60 $77,116.00 $3.27
7 TYPE C STABILIZATION (FBV 75) 41,320 SY $2.00 $82,640.00 $3.00 $123,960.00 $2.80 $115,696.00 $2 60
8 BASEROCK ( 8" ) ( 2 - 4" LIFTS) 42,243 SY $6.87 $290,209.41 $7.00 $295,701.00 $7.50 $316,822.50 $7.12
9 TYPE S ASPHALTIC CONCRETE (AVG. 3.5 ") 7192.1 TN $47.75 $343,422.78 $42.00 $302,068.20 $43.50 $312,856.35 $44.42
10 TYPE S -III ASPHALT CONCRETE (1.0 ") 86,624 SY $2.47 $213,961.28 $2.10 $181,910.40 $2.20 $190,572.80 $2.26
11 TYPE S -1 ASPHALTIC CONCRETE ( 1.50 ") 59,542 SY $3.50 $208,397.00 $3.00 $178,626.00 $3.10 $184,580.20 $3.20
12 CLASS 1 CONCRETE (INCLUDES REINFORCEMENT STEEL) 208 CY $415.24 $86,369.92 $370.00 $76,960.00 $430.00 $89,440.00 $405.08
13 CONTROL STRUCTURES 2 EA $3,358.00 $6,716 00 $3,000.00 $6,000.00 $4,000.00 $8,000.00 $3,452.67
14 INLETS ( CURB ) ( TYPE P -1 ) 2 EA $1,635.00 $3,270.00 $2,560.00 $5,120.00 $2,800.00 $5,600.00 $2,331.67
15 INLETS ( CURB) ( TYPE P -1 ) ( >10') 1 EA $2,013.00 $2,013.00 $2,690.00 $2,690.00 $3,000.00 $3,000.00 $2,567.67
16 INLETS ( CURB ) ( TYPE P -2 ) ( >10') 1 EA $2,262.00 $2,262.00 $2,700.00 $2,700.00 $3,100.00 $3,100.00 $2,687.33
17 INLETS ( CURB ) ( TYPE P -5) 8 EA $2,173.00 $17,384.00 $2,000.00 $16,000.00 $2,400.00 $19,200.00 $2,191.00
18 INLETS ( CURB) ( TYPE P -5) (CONFLICT) 2 EA $3,166.00 $6,332.00 $2,100.00 $4,200.00 $2,900.00 $5,800.00 $2,722.00
19 INLETS ( CURB ) ( TYPE P -5 ) ( >10') 9 EA $2,830.00 $25,470.00 $2,200.00 $19,800.00 $2,800.00 $25,200.00 $2,610.00
20 INLETS ( CURB ) ( TYPE P -6) 20 EA $2,611.00 $52,220.00 $2,200.00 $44,000.00 $2,500.00 $50,000.00 $2,437.00
21 INLETS ( CURB ) ( TYPE P -6 ) (CONFLICT) 8 EA $3,400.00 $27,200.00 $2,425.00 $19,400.00 $3,000.00 $24,000.00 $2,941.67
22 INLETS ( CURB ) ( TYPE P -6) ( >10') 4 EA $2,900.00 $11,600.00 $2,560.00 $10,240.00 $2,900.00 $11,600.00 $2,786.67
23 INLETS ( CURB ) ( TYPE 6 ) (PARTIAL) 3 EA $2,460.00 $7,380.00 $1,800.00 $5,400.00 $2,200.00 $6,600.00 $2,153.33
24 INLETS ( CURB ) ( TYPE J -6) 4 EA $3,498.00 $13,992.00 $7,650.00 $30,600.00 $4,800.00 $19,200.00 $5,316.00
25 INLETS ( CURB ) ( TYPE P -9 ) (PARTIAL) 3 EA $1,450.00 $4,350.00 $1,200.00 $3,600.00 $1,100.00 $3,300.00 $1,250.00
26 INLETS ( CURB ) ( TYPE P -9 ) (PARTIAL) (CONFLICT) 1 EA $1,647.00 $1,647.00 $1,220.00 $1,220.00 $1,500.00 $1,500.00 $1,455.67
27 INLETS ( CURB ) ( TYPE P -9) 3 EA $1,790.00 $5,370.00 $1,620.00 $4,860.00 $1,700.00 $5,100.00 $1,703.33 H
28 YARD DRAINS 1 EA $1,590.00 $1,590.00 $770.00 $770.00 $730.00 $730.00 $1,030.00 H
29 INLETS ( DITCH BOTTOM ) ( TYPE F) 4 EA $1,750.00 $7,000.00 $1,525.00 $6,100.00 $1,800.00 $7,200.00 $1,691.67 n
30 INLETS ( DITCH BOTTOM ) ( TYPE F ) ( >10') 1 EA $2,298.00 $2,298.00 $1,820.00 $1,820.00 $2,200.00 $2,200.00 $2,106.00
31 MANHOLE ( TYPE P -7) 8 EA $2,086.00 $16,688.00 $1,370.00 $10,960.00 $1,500.00 $12,000.00 $1,652.00
32 MANHOLE ( TYPE P -7 ) ( >10') 4 EA $2,725.00 $10,900.00 $1,750.00 $7,000.00 $1,800.00 $7,200.00 $2,091.67
33 MANHOLE ( TYPE P -7 ) ( PARTIAL) 14 EA $1,070.00 $14,980.00 $1,000.00 $14,000.00 $900.00 $12,600.00 $990.00
34 MANHOLE ( TYPE J -7) 1 EA $2,670.00 $2,670.00 $13,100.00 $13,100.00 $5,800.00 $5,800.00 $7,190.00
35 JUNCTION BOX ( PARTIAL) 1 EA $1,490.00 $1,490.00 $900.00 $900.00 $1,100.00 $1,100.00 $1,163.33
36 ADJUST MANHOLES 1 EA $1,440.00 $1,440.00 $1,425.00 $1,425.00 $520.00 $520.00 $1,128.33
37 TEMPORARY 24" CMP (UTILITY POLE LOCATIONS) 540 LF $33.00 $17,820.00 $44.00 $23,760.00 $29.50 $15,930.00 $35.50
38 CONCRETE PIPE CULVERT (12 ") 14 LF $46.00 $644.00 $47.50 $665.00 $54.10 $757.40 $49.20
39 CONCRETE PIPE CULVERT (15 ") 74 LF $38.00 $2,812.00 $43.00 $3,182.00 $59.00 $4,366.00 $46.67
40 CONCRETE PIPE CULVERT (18 ") 4,514 LF $24.00 $108,336.00 $36.00 $162,504.00 $32.20 $145,350.80 $30.73
41 CONCRETE PIPE CULVERT (24 ") 3,496 LF $29.00 $101,384.00 $37.00 $129,352.00 $33.50 $117,116.00 $33.17
42 CONCRETE PIPE CULVERT ( 36 ") 485 LF $46.00 $22,310.00 $49.00 $23,765.00 $51.40 $24,929.00 $48.80
43 CONCRETE PIPE CULVERT ( 60 ") 142 LF $91.00 $12,922.00 $150.00 $21,300.00 $120.00 $17,040.00 $120.33
44 CONCRETE PIPE CULVERT (72" ) 194 LF $141.00 $27,354.00 $175.00 $33,950.00 $190.00 $36,860.00 $168.67
1 of 5
F \ROADWAY \QPRO\BIDSY5\9551IBT, xh 19- Sep4I4 111 29 AM
PALM BEACH COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT
ROADWAY PRODUCTION DIVISION - BID TABULATION
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511
MORA ENGINEERING RYAN, INC. RANGER CONSTRUCTION
CONTRACTORS, INC. INDUSTRIES, INC. AVERAGE
ITEM QTY. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
45 TRENCH SAFETY COMPLIANCE (30" OR LESS) 8,604 LF $1.30 $11,185.20 $1.00 $8,604.00 $2.10 $18,068.40 $1.47
46 TRENCH SAFETY COMPLIANCE (> 30" ) 821 LF $6.50 $5,336.50 $2.00 $1,642.00 $2.40 $1,970.40 $3.63
47 MITERED END SECTION ( 24 ") 1 EA $259.00 $259.00 $550.00 $550.00 $640.00 $640.00 $483.00
48 MITERED END SECTION ( 36 ") 1 EA $400.00 $400.00 $650.00 $650.00 $3,900.00 $3,900.00 $1,650.00
49 FRENCH DRAINS (18 ") (INCL. BALLAST ROCK & FILTER FABRIC) 197 LF $65.00 $12,805.00 $57.00 $11,229.00 $51.40 $10,125.80 $57.80
50 FRENCH DRAINS (24 ") ( INCL. BALLAST ROCK & FILTER FABRIC) 309 LF $73.00 $22,557.00 $63.00 $19,467.00 $61.70 $19,065.30 $65.90
51 PIPE HANDRAIL ( ALUMINUM) 1058.5 LF $29.00 $30,696.50 $22.00 $23,287.00 $24.40 $25,827.40 $25.13
52 CONCRETE CURB & GUTTER ( TYPE F) 32,752 LF $7.70 $252,190.40 $7.20 $235,814.40 $7.30 $239,089.60 $7.40
53 CONCRETE VALLEY GUTTER 200 LF $8.70 $1,740.00 $8.49 $1,698.00 $9.90 $1,980.00 $9.03
54 CONCRETE CURB ( HEADER) 100 LF $9.80 $980.00 $12.00 $1,200.00 $13.20 $1,320.00 $11.67
55 CONCRETE CURB ( TYPE D) 534 LF $9.20 $4,912.80 $7.00 $3,738.00 $8.60 $4,592.40 $8.27
56 TRAFFIC SEPARATOR CONC ( SPECIAL ) ( VARIABLE WIDTH) 19 LF $40.00 $760.00 $50.00 $950.00 $47.20 $896.80 $45.73
57 CONC SIDEWALK (4" THICK) 6,859 SY $21.00 $144,039.00 $15.00 $102,885.00 $16.30 $111,801.70 $17.43
58 CONC SIDEWALK (6 "THICK) (DRIVEWAYS) 614 SY $25.00 $15,350.00 $20.00 $12,280.00 $21.90 $13,446.60 $22.30
59 RIP -RAP ( SAND - CEMENT) 82 CY $297.00 $24,354.00 $230.00 $18,860.00 $390.00 $31,980.00 $305.67
60 TYPE B FENCE (6' HIGH) (W/TOP RAIL & BARB WIRE) INCL. POS 1,934 LF $11.20 $21,660.80 $7.80 $15,085.20 $9.40 $18,179.60 $9.47
61 FENCE GATE (TYPE B) ( W/TOP RAIL) (12' WIDE) 2 EA $1,130.00 $2,260.00 $650.00 $1,300.00 $740.00 $1,480.00 $840.00
62 SODDING 22,085 SY $4.50 $99,382.50 $2.80 $61,838.00 $3.40 $75,089.00 $3.57
63 RECORD DRAWINGS ( SEE SPECIAL PROVISIONS) 1 LS $17,250.00 $17,250.00 $25,000.00 $25,000.00 $4,100.00 $4,100.00 $15,450.00
64 STORM SEWER PUMPING (EXISTING) ( 24" OR LESS ) (SEE S. P.) 3,500 LF $2.10 $7,350.00 $4.00 $14,000.00 $3.50 $12,250.00 $3.20
65 STORM SEWER PUMPING (EXISTING) (72 ") (SEE S. P.) 90 LF $30.00 $2,700.00 $10.00 $900.00 $18.90 $1,701.00 $19.63
66 1 - 2" PVC CONDUIT ( SCH 40) (UNDER SIDEWALK) 9,473 LF $2.70 $25,577.10 $5.80 $54,943.40 $6.00 $56,838.00 $4.83
67 1 - 2" PVC CONDUIT ( SCH 40) (UNDER PAVEMENT) 805 LF $2.90 $2,334.50 $18.30 $14,731.50 $16.20 $13,041.00 $12.47
68 LITTORAL PLANTINGS (SEE SPECIAL PROVISIONS) 1 LS $8,200.00 $8,200.00 $2,650.00 $2,650.00 $27,000.00 $27,000.00 $12,616.67
69 MONITORING, MAINTENANCE & REPORTS (SEE SP's) 1 LS $4,000.00 $4,000.00 $3,150.00 $3,150.00 $5,900.00 $5,900.00 $4,350.00
70 TREE SPADE UNITS (TSU) (SEE SPECIAL PROVISIONS) 20 EA $425.00 $8,500.00 $430.00 $8,600.00 $290.00 $5,800.00 $381.67
TOTAL REGULAR ROADWAY PAY ITEMS $3,128,333.54 $3,218,647.10 $3,309,084.05
CONTINGENCY ITEMS
71 ADJUST VALVE BOX & COVERS ( INCLUDES CONCRETE COLLAR 5 EA $290.00 $1,450.00 $400.00 $2,000.00 $250.00 $1,250.00 $313.33
72 ADJUST AIR RELEASE VALVE 5 EA $550.00 $2,750.00 $325.00 $1,625.00 $510.00 $2,550.00 $461.67
73 DEFLECT W.M. W /FITTINGS (8 ") 200 LF $30.00 $6,000.00 $30.00 $6,000.00 $26.30 $5,260.00 $28.77
74 DEFECT F.M. W /FITTINGS ( 8 ") 200 LF $39.00 $7,800.00 $40.00 $8,000.00 $26.30 $5,260.00 $35.10
75 SUPPORT & PROTECT W.M. & APPURTENANCES (16 ") 200 LF $13.00 $2,600.00 $25.00 $5,000.00 $6.30 $1,260.00 $14.77
76 SUPPORT & PROTECT F.M. & APPURTENANCES (10 ") 200 LF $13.00 $2,600.00 $25.00 $5,000.00 $5.80 $1,160.00 $14.60
77 SUPPORT & PROTECT BURIED CABLE (SOUTHER BELL) 100 LF $19.00 $1,900.00 $25.00 $2,500.00 $5.10 $510.00 $16.37
78 SUPPORT & PROTECT W.M. & APPURTENANCES (16 ") 100 LF $19.00 $1,900.00 $25.00 $2,500.00 $6.30 $630.00 $16.77
79 FLOWABLE FILL 10 CY $249.00 $2,490.00 $105.00 $1,050.00 $170.00 $1,700.00 $174.67
80 TYPE B FENCE (4' HIGH ) (W/TOP RAIL) 600 LF $10.00 $6,000.00 $7.25 $4,350.00 $9.40 $5,640.00 $8.88
81 STORM SEWER CLEANING (EXISTING) ( 24" OR LESS ) (SEE S. P.) 3,500 LF $7.40 $25,900.00 $3.00 $10,500.00 $3.80 $13,300.00 $4.73
82 STORM SEWER CLEANING (EXISTING) (72 ") (SEE S. P.) 90 LF $46.00 $4,140.00 $7.50 $675.00 $21.80 $1,962.00 $25.10
TOTAL CONTINGENCY ITEMS $65,530.00 $49,200.00 $40,482.00
TOTAL BID $3,193,863.54 $3,267,847.10 $3,349,566.05
2 of 5
PALM BEACH COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT
ROADWAY PRODUCTION DIVISION - BID TABULATION -
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD. .
PROJECT NUMBER: 95511
COMMUNITY ASPHALT HUBBARD CONSTRUCTION
CORPORATION COMPANY
ITEM QTY. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT
REGULAR ROADWAY PAY ITEMS
1 MOBILIZATION 1 LS $300,000.00 $300,000.00 $320,000.00 $320,000.00
2 MAINTENANCE OF TRAFFIC ( INCLUDES PEDESTRIAN M.O.T. 1 LS $285,000.00 $285,000.00 $70,000.00 *70,000.00
3 NPDES COMPLIANCE (SEE SPECIAL PROVISIONS) 1 LS $2,500.00 $2,500.00 $20,000.00 $20,000.00
4 CLEARING AND GRUBBING 1 LS $320,000.00 $320,000.00 $353,000.00 *353,000.00
5 REGULAR EXCAVATION 28,755 CY $3.50 $100,642.50 $4.00 $115,020.00
6 EMBANKMENT ( COMPACTED IN PLACE) 29,660 CY $3.70 $109,742.00 $5.00 $148,300.00
7 TYPE C STABILIZATION (FBV 75) 41,320 SY $1.65 $68,178.00 $2.00 $82,640.00
8 BASEROCK (8" ) ( 2 - 4" LIFTS) 42,243 SY $6.75 $285,140.25 $6.00 $253,458.00
9 TYPE S ASPHALTIC CONCRETE (AVG. 3.5 ") 7192.1 TN $40.10 $288,403.21 $41.00 *294,876.10
10 TYPE S -III ASPHALT CONCRETE (1.0 ") 86,624 SY $2.05 $177,579.20 *2.35 $203,566.40
11 TYPE S -1 ASPHALTIC CONCRETE ( 1.50") 59,542 SY $2.95 $175,648.90 $3.25 $193,511.50
12 CLASS 1 CONCRETE (INCLUDES REINFORCEMENT STEEL) 208 CY ;250.00 $52,000.00 $400.00 *83,200.00
13 CONTROL STRUCTURES 2 EA $3,740.00 $7,480.00 $4,700.00 $9,400.00
14 INLETS ( CURB ) ( TYPE P -1) 2 EA *2,585.00 $5,170.00 $2,800.00 *5,600.00
15 INLETS ( CURB ) ( TYPE P -1 ) ( >10') 1 EA $2,780.00 $2,780.00 $3,200.00 $3,200.00
16 INLETS ( CURB ) ( TYPE P -2 ) ( >10') 1 EA $2,850.00 $2,850.00 $3,900.00 $3,900.00
17 INLETS ( CURB) ( TYPE P-5) 8 EA $2,180.00 $17,440.00 $2,200.00 $17,600.00
18 INLETS ( CURB ) ( TYPE P -5 ) (CONFLICT) 2 EA $2,640.00 $5,280.00 $3,200.00 $6,400.00
19 INLETS ( CURB ) ( TYPE P -5 ) ( >10') 9 EA $2,555.00 $22,995.00 $2,700.00 $24,300.00
20 INLETS ( CURB) ( TYPE P4) 20 EA $2,290.00 $45,800.00 $2,400.00 $48,000.00
21 INLETS ( CURB ) ( TYPE P4 ) (CONFLICT) 8 EA $2,790.00 $22,320.00 $4,900.00 *39,200.00
22 INLETS ( CURB ) ( TYPE P4 ) ( >10') 4 EA $2,680.00 $10,720.00 $2,800.00 *11,200.00
23 INLETS ( CURB ) ( TYPE 6 ) (PARTIAL) 3 EA $2,060.00 $6,180.00 $1,800.00 $5,400.00
24 INLETS ( CURB) ( TYPE J-6) 4 EA $4,470.00 $17,880.00 $3,600.00 $14,400.00
25 INLETS ( CURB ) ( TYPE P -9 ) (PARTIAL) 3 EA $1,025.00 *3,075.00 $1,000.00 $3,000.00
26 INLETS ( CURB) ( TYPE P-9 ) (PARTIAL) (CONFLICT) 1 EA *1,370.00 $1,370.00 $2,300.00 $2,300.00
27 INLETS ( CURB) ( TYPE P -9) 3 EA $1,575.00 *4,725.00 $1,500.00 *4,500.00
28 YARD DRAINS 1 EA $670.00 $670.00 $800.00 $800.00
29 INLETS ( DITCH BOTTOM ) ( TYPE F) 4 EA *1,705.00 $6,820.00 $1,300.00 $5,200.00
30 INLETS ( DITCH BOTTOM ) ( TYPE F ) ( >10') 1 EA $2,045.00 $2,045.00 $1,500.00 $1,500.00
31 MANHOLE ( TYPE P -7) 8 EA $1,400.00 $11,200.00 $1,600.00 $12,800.00
32 MANHOLE ( TYPE P -7 ) ( >10') 4 EA $1,705.00 *6,820.00 *2,000.00 $8,000.00
33 MANHOLE ( TYPE P -7 ) ( PARTIAL) 14 EA $830.00 $11,620.00 $800.00 *11,200.00
34 MANHOLE ( TYPE J -7) 1 EA $5,340.00 $5,340.00 $2,500.00 $2,500.00
35 JUNCTION BOX ( PARTIAL) 1 EA $995.00 $995.00 $700.00 *700.00
36 ADJUST MANHOLES 1 EA $483.00 $483.00 $400.00 $400.00
37 TEMPORARY 24" CMP (UTILITY POLE LOCATIONS) 540 LF $27.25 *14,715.00 $35.00 $18,900.00
38 CONCRETE PIPE CULVERT ( 12 ") 14 LF *50.00 $700.00 $30.00 $420.00
39 CONCRETE PIPE CULVERT ( 15 ") 74 LF $54.50 $4,033.00 *50.00 $3,700.00
40 CONCRETE PIPE CULVERT ( 18 ") 4,514 LF $29.70 $134,065.80 $43.00 $194,102.00
41 CONCRETE PIPE CULVERT ( 24 ") 3,496 LF $30.95 $108,201.20 $45.00 $157,320.00
42 CONCRETE PIPE CULVERT ( 36 ") 485 LF $47.45 $23,013.25 $50.00 *24,250.00
43 CONCRETE PIPE CULVERT ( 60 ") 142 LF *115.00 $16,330.00 $250.00 $35,500.00
44 CONCRETE PIPE CULVERT ( 72 ") 194 LF $172.00 *33,368.00 $350.00 *67,900.00
3 of 5
PALM BEACH COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT
ROADWAY PRODUCTION DIVISION - BID TABULATION
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511
COMMUNITY ASPHALT HUBBARD CONSTRUCTION
CORPORATION COMPANY
ITEM QTY. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT
45 TRENCH SAFETY COMPLIANCE ( 30" OR LESS) 8,604 LF $1.90 $16,347.60 $2.00 $17,208.00
46 TRENCH SAFETY COMPLIANCE (> 30" ) 821 LF $2.25 $1,847.25 $5.00 $4,105.00
47 MITERED END SECTION ( 24 ") 1 EA $595.00 $595.00 $700.00 $700.00
48 MITERED END SECTION (36 ") 1 EA $3,585.00 $3,585.00 $900.00 $900.00
49 FRENCH DRAINS (18 ") ( INCL. BALLAST ROCK & FILTER FAB 197 LF $47.50 $9,357.50 $50.00 $9,850.00
50 FRENCH DRAINS (24 ") ( INCL. BALLAST ROCK & FILTER FAB 309 LF $57.00 $17,613.00 $55.00 $16,995.00
51 PIPE HANDRAIL ( ALUMINUM) 1058.5 LF $23.40 $24,768.90 $20.00 $21,170.00
52 CONCRETE CURB & GUTTER ( TYPE F) 32,752 LF $6.40 $209,612.80 $5.50 $180,136.00
53 CONCRETE VALLEY GUTTER 200 LF $7.50 $1,500.00 $6.00 $1,200.00
54 CONCRETE CURB ( HEADER) 100 LF $9.00 $900.00 $10.00 $1,000.00
55 CONCRETE CURB ( TYPE D) 534 LF $7.50 $4,005.00 $9.00 $4,806.00
56 TRAFFIC SEPARATOR CONC ( SPECIAL) ( VARIABLE WIDTH 19 LF $47.00 $893.00 $14.00 $266.00
57 CONC SIDEWALK (4" THICK) 6,859 SY $15.00 $102,885.00 $14.00 $96,026.00
58 CONC SIDEWALK (6 "THICK) (DRIVEWAYS) 614 SY $20.00 $12,280.00 $19.00 $11,666.00
59 RIP -RAP ( SAND - CEMENT) 82 CY $364.00 $29,848.00 $350.00 $28,700.00
60 TYPE B FENCE (6' HIGH ) (W/TOP RAIL & BARB WIRE) INCL. 1,934 LF $7.00 $13,538.00 $7.00 $13,538.00
61 FENCE GATE (TYPE B) (W/TOP RAIL) (12' WIDE) 2 EA $450.00 $900.00 $500.00 $1,000.00
62 SODDING 22,085 SY $3.20 $70,672.00 $1.70 $37,544.50
63 RECORD DRAWINGS ( SEE SPECIAL PROVISIONS) 1 LS $3,000.00 $3,000.00 $1,500.00 $1,500.00
64 STORM SEWER PUMPING (EXISTING) (24" OR LESS ) (SEE S. 3,500 LF $3.25 $11,375.00 $4.00 $14,000.00
65 STORM SEWER PUMPING (EXISTING) (72 ") (SEE S. P.) 90 LF $10.00 $900.00 $20.00 $1,800.00
66 1 - 2" PVC CONDUIT ( SCH 40) (UNDER SIDEWALK) 9,473 LF $5.60 $53,048.80 $5.50 $52,101.50
67 1 - 2" PVC CONDUIT ( SCH 40) (UNDER PAVEMENT) 805 LF $15.00 $12,075.00 $15.00 $12,075.00
68 LITTORAL PLANTINGS (SEE SPECIAL PROVISIONS) 1 LS $8,000.00 $8,000.00 $15,000.00 $15,000.00
69 MONITORING, MAINTENANCE & REPORTS (SEE SP's) 1 LS $3,000.00 $3,000.00 $3,000.00 $3,000.00
70 TREE SPADE UNITS (TSU) (SEE SPECIAL PROVISIONS) 20 EA $300.00 $6,000.00 $200.00 $4,000.00
TOTAL REGULAR ROADWAY PAY ITEMS $3,339,865.16 $3,431,451.00
CONTINGENCY ITEMS
71 ADJUST VALVE BOX & COVERS ( INCLUDES CONCRETE COL 5 EA $245.00 $1,225.00 $300.00 $1,500.00
72 ADJUST AIR RELEASE VALVE 5 EA $510.00 $2,550.00 $800.00 $4,000.00
73 DEFLECT W.M. W /FITTINGS (8 ") 200 LF $26.20 $5,240.00 $50.00 $10,000.00
74 DEFECT F.M. W /FITTINGS (8 ") 200 LF $26.20 $5,240.00 $80.00 $16,000.00
75 SUPPORT & PROTECT W.M. & APPURTENANCES (16 ") 200 LF $6.30 $1,260.00 $7.00 $1,400.00
76 SUPPORT & PROTECT F.M. & APPURTENANCES (10 ") 200 LF $5.75 $1,150.00 $7.00 $1,400.00
77 SUPPORT & PROTECT BURIED CABLE (SOUTHER BELL) 100 LF $5.10 $510.00 $7.00 $700.00
78 SUPPORT & PROTECT W.M. & APPURTENANCES (16 ") 100 LF $6.30 $630.00 $7.00 $700.00
79 FLOWABLE FILL 10 CY $285.00 $2,850.00 $300.00 $3,000.00
80 TYPE B FENCE (4' HIGH ) (W/TOP RAIL) 600 LF $5.00 $3,000.00 $5.00 $3,000.00
81 STORM SEWER CLEANING (EXISTING) ( 24" OR LESS ) (SEE 3,500 LF $3.75 $13,125.00 $4.00 $14,000.00
82 STORM SEWER CLEANING (EXISTING) (72 ") (SEE S. P.) 90 LF $22.00 $1,980.00 $22.00 $1,980.00
TOTAL CONTINGENCY ITEMS $38,760.00 $57,680.00
TOTAL BID $3,378,625.16 $3,489,131.00
4 of 5
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511
NOTES:
THE PAY ITEMS AND QUANTITIES, AS LISTED ABOVE, SHALL TAKE GOVERN OVER THE PLANS.
ALL STRUCTURE BOXES ARE <10 FEET IN DEPTH, UNLESS OTHERWISE NOTED.
ITEM #2 M.O.T. INCLUDES PEDESTRIAN M.O.T. IN ACCORDANCE WITH GP -18.
ITEM #5 REGULAR EXCAVATION INCLUDES 22,819 C.Y. OF DETENTION POND EXCAVATION.
ITEM # 12 - CLASS I CONC. - INCLUDES A CONTINGENT AMOUNT OF 170 CY.
ITEMS *8-11, 79 & 80 INCLUDES BITUMINOUS MATERIAL & TACK COAT AS REQUIRED.
ITEM #37 (24" CMP) - INCLUDES COMPACTED FILL TO COVER, AS REQUIRED (SEE SP-8 FOR LOCATIONS AND SCOPE).
ITEMS *38- *44 COST OF BREAKING INTO EXISTING STRUCTURES IS INCIDENTAL TO COST OF PIPE.
ITEM # 51 - PIPE HANDRAIL (ALUMINUM) - INCLUDES A CONTINGENT AMOUNT OF 800 LF.
ITEM* 60, # 61 & # 80 - (TYPE B FENCE) - THE MESH SHALL BE COVERED WITH GREEN VINYL CLAD FABRIC.
ITEM *62 (SODDING) - SHALL BE IN ACCORDANCE WITH GP-31 OF THESE SPECIFICATIONS.
ITEMS *66 & *67 -PVC CONDUITS (TRAFFIC) INCLUDE PULL BOXES & FITTINGS AS INDICATED ON PLANS.
ITEM *69 - (M/M &R)- REPORTS SHALL BE PAID IN FOUR (4) EQUAL INSTALLMENTS OF THE LUMP SUM UNIT PRICE.
" +" Denotes corrected number where applicable.
Working days to complete Three Hundred Sixty ( 360) calender days.
Bids as read at opening January 18, 2000.
All bids subject to O.E.O. compliance and Board Approval.
Prepared by : JaeAnn Dean
Checked by: WIllie Flohs
5 of 5
** *AMENDED * ** ATTACHMENT "B"
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511 Mora Engineering Contractors, Inc.
ITEM QUANTITY /UNITS UNIT PRICE AMOUNT
REGULAR ROADWAY PAY ITEMS
17 INLETS (CURB) (TYPE P -5) 1 EA $ 2,173.00
18 INLETS (CURB) (TYPE P -5) 1 EA $ 3,166.00
(CONFLICT)
DIFFERENCE BETWEEN 1 $ 993.00 $ 993.00
17 & 18
20 INLETS (CURB) (TYPE P -6) 1 EA $ 2,611.00
21 INLETS (CURB) (TYPE P -6) 1 EA $ 3,400.00
(CONFLICT)
DIFFERENCE BETWEEN 1 $ 789.00 $ 789.00
20 & 21
25 INLETS (CURB) (TYPE P -9) 1 EA $ 1,450.00
(PARTIAL)
26 INLETS (CURB) (TYPE P -9) 1 EA $ 1,647.00
(PARTIAL) (CONFLICT)
DIFFERENCE BETWEEN 1 $ 197.00 $ 197.00
25 & 26
36 ADJUST MANHOLES 1 EA $ 1,440.00 $ 1,440.00
REGULAR ROADWAY PAY ITEMS SUBTOTAL $ 3,419.00
1
** *AMENDED * ** ATTACHMENT "B"
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511 Mora Engineering Contractors, Inc.
ITEM QUANTITY /UNITS UNIT PRICE AMOUNT
CONTINGENCY ITEMS
71 ADJUST VALVE BOX & 5 EA $ 290.00 $ 1,450.00
COVERS ( INCLUDES CONCRETE COLLAR )
72 ADJUST AIR RELEASE VALVE 5 EA $ 550.00 $ 2,750.00
73 DEFLECT W.M. W/ 200 LF $ 30.00 $ 6,000.00
FITTINGS ( 8" )
74 DEFLECT F.M. W/ 200 LF $ 39.00 $ 7,800.00
FITTINGS ( 8" )
75 SUPPORT & PROTECT W.M. 200 LF $ 13.00 $ 2,600.00
& APPURTENANCES (16 ")
76 SUPPORT & PROTECT F.M. 200 LF $ 13.00 $ 2,600.00
& APPURTENANCES (10 ")
78 SUPPORT & PROTECT W.M. 100 LF $ 19.00 $ 1,900.00
& APPURTENANCES (16 ")
CONTINGENCY ITEMS SUBTOTAL $ 25,100.00
2
** *AMENDED * ** ATTACHMENT "B"
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511 Mora Engineering Contractors, Inc.
ITEM QUANTITY /UNITS UNIT PRICE AMOUNT
ALTERNATE CONTINGENCY ITEMS
*ALT ALTERNATE NO. 1.- J -9 3 EA $ 5,411.00 $ 16,233.00
#1 PRECAST STRUCTURE WITH
TOP SLAB AND USF 5130 -6016.
*ALT ALTERNATE NO. 2.- J -9 3 EA $ 4,907.00 $ 14,721.00
#2 PRECAST BOTTOM AND TOP
SLABS AND USF 5130 -6016,
BUILT IN PLACE CONCRETE
BRICK STRUCTURE.
*ALT ALTERNATE NO. 3.- P -7 3 EA $ 4,057.00 $ 12,171.00
#3 PRECAST CONFLICT
MANHOLE AND USF 170 -X.
*ALT ALTERNATE NO. 4.- P -5, P -6 3 EA $ 5,269.00 $ 15,807.00
#4 OR P -9 PRECAST CONFLICT
STRUCTURE W /DOT THROAT
AND USF 5160 -6310.
ALTERNATE CONTINGENCY ITEMS SUBTOTAL $ 58,932.00
GRAND TOTAL $ 87,451.00
For *ALT #1, *ALT #2, ALT34 and ALT #4 see attached the quotation from Mora Engineering
Contractors, Inc. dated August 22, 2000.
F \ROADWAY\AGRMT\95511- AM -BBU -SUM doc
3
.
lr! 1 C rnora engineering contractors, inc.
BC 87-977
CGC 040142
FL CERT
DBE / MBE August 22, 2000
Mr. Carl R. Miller, Director
Palm Beach County
Engineering and Public Works
Construction Coordination Division .
P. O. Box 21229
West Palm Beach, Florida 33416 -1229
Fax: (561) 684 -4165
re • Lawrence Road Q,,-:,TG.,,9
Gateway Boulevard to Hypoluxo Road
Palm Beach County Project No. 95511
Palm Beach County, Florida
subj. Conflict Structures Alternates
Dear Mr Miller
For your consideration and approval, the following is the unit price cost breakdown to furnish
and install conflict structures as required.
Alternate No. 1.- J -9 precast structure with top slab and U S F 5130 -6016
1 - Precast structure, top slab and casting $ 1,462 00
2 - Miscellaneous materials sand, cement, brick, etc $ 200 00
3.- Steel casing $ 800 00
4 - Equipment and Labor $ 2,652 00
5.- Layout and as- builts $ 197 00
6.- M. O. T. $ 100 00
Total cost Alt. No. 1 $ 5,411.00
Alternate No 2 - J -9 precast bottom and top slabs and U S F 5130 -6016, built in place
concrete brick structure.
1 - Precast bottom, top slab and casting $ 1,037 00
2 - Miscellaneous materials sand, cement, brick, etc $ 563.00
3.- Steel casing $ 800 00
4 - Equipment and Labor $ 2,210 00
5 - Layout and as- builts $ 197 00
6.- M 0 T. $ 100 00
Total cost Alt. No. 2 $ 4,907.00
9600 W. Sample Rd., Suite 401 • Coral Springs, Florida 33065
(954) 752 -8065 • Fax (954) 345 -9268
MORA ENGINEER! 1 CONTRACTORS, INC.
Mr. Carl R. Miller, Director
Palm Beach County
Engineering and Public Works
Construction Coordination Division
Conflict Structures Alternate
Page 2 of 2 8/23/2000
Alternate No. 3.- P -7 precast conflict manhole and U S F 170 -X
1 - Precast Manhole $ 1,086.00
2 - Miscellaneous materials sand, cement, brick, etc $ 300 00
3 - Steel casing $ 800.00
4 - Equipment and Labor $ 1,574 00
5 - Layout and as -butts $ 197 00
6 - M. O. T. $ 100.00
Total cost Alt. No. 3 $ 4,057.00
Alternate No. 4 - P -5, P -6, OR P -9 precast conflict structure w/ DOT throat and U S F 5160-
6310.
1.- Precast Manhole $ 1,562.00
2 - Miscellaneous materials sand, cement, brick, etc $ 400.00
3.- Steel casing $ 800.00
4.- Equipment and Labor $ 2,210.00
5 - Layout and as- bunts $ 197.00
6 -M 0. T. $ 100.00
Total cost Alt. No. 4 $ 5,269.00
If we may be of further assistance or if there should be any additional information required,
please contact me at your convenience
Sincerely yours,
MORA ENGINEERING CONTRACTORS, INC.
...../ .
/Michel E Noury
Vice President
2
KGiO -
ATTACHMENT 2
2000 073
AGREEMENT BETWEEN PALM BEACH COUNTY, FLORIDA
AND
THE CITY OF BOYNTON BEACH
FOR JOINT PARTICIPATION AND PROJECT FUNDING
IN CONSTRUCTION OF
LAWRENCE ROAD -
GATEWAY BLVD. TO HYPOLUXO RD.
PALM BEACH COUNTY, FLORIDA
PALM BEACH COUNTY PROJECT NO. 95511
THIS AGREEMENT, made and entered into this day of
JUN - 5 200 2669; 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 ",
WITNESSETH:
WHEREAS, COUNTY and CITY desire to jointly participate in the
construction of utility adjustments to water distribution and /or sewage transmission systems
and other improvements, hereinafter referred to as the "Work" along the right -of -way of
Lawrence Road from Gateway Boulevard to Hypoluxo Road roadway improvements,
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:
1. The CITY agrees to pay directly to the COUNTY costs attributable to construction
of the "Work" along the right of the "Project" as outlined and shown in the Bid
Documents for Palm Beach County Project No. 95511.
AGREEMENT WITH THE CITY OF BOYNTON BEACH
2. Said summation of costs is stated in the amount of $ 28,519.00 in
accordance with the attached bid tabulation (Attachment "A ") and summary
(Attachment "B ") 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 C1TY's work
7. The COUNTY shall obtain CITY approval for any change orders which
increase the cost attributable to the construction of utility adjustments to water
distribution and/or sewage transmission systems and other improvements 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.
i;
2
AGREEMENT WITH THE CITY OF BOYNTON BEACH
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.
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 -3838
ATTN: Mr. Peter - V. 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
3
11
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: /G� -( . / com BY: )g 0 7. :t
CHAIR ; � n -w
R200 0
Jut,- 4 Zuud
ATTEST: ATTEST:
SUZANNE KRUSE, CITY CLERK DOROTHY H. WILKEN, CLERK
Board of County Commissioners
\ \ \`\\1 w111 ///1
fs i
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• ,I - 4, : r
P Y
/, Lo "),,�� COI -Lk (DATE) Clerk J!Ity I00 (DATE);;
10 / 111111 1 , � , /_ �� _ j `•__
APPROVED AS TO FORM AND LEGAL APPROVED AS TO FORM AND
LEGAL SUFFICIENCY: LEGAL SUFFICIENCY:
(.
' BY: i, JZL BYE CITY ATTORNEY •• TY ATTORNEY
■1
11 ROADWAY\AGRM1'95511130U- J2F.doc
i 4
•
Ii
• D�
410R1.91" 1 JUL 1 8 2000
Department of Engineering
and Public Works June 22, 2000
PO Box 21229
West Palm Beach FL 33416 -1229 Mr. Pete Mazzella, Assistant Dllector of Utilities
(561) 684 -4000 City of Boynton Beach
100 East Boynton Beach Boulevard
www co palm -beach fl us
Boynton Beach, FL 33435
• RE: JOINT PROJECT PARTICIPATION/FUNDINGAGREEMENT IN
THE CONSTRUCTION OF LAWRENCE ROAD FROM
GATEWAY BOULEVARD TO HYPOLUXO ROAD
Palm Beach County PALM BEACH COUNTY PROJECT NO. 95511
Board of County
Commissioners
Dear Mr. Mazzella
Maude Ford Lee, Chair
Warren H Newell, Vice Chairman Enclosed is an executed agreement for the above referenced project approved
by the Board of County Commissioner- on June 6, 2000.
Karen T Marcus
Carol A Roberts Sincerely,
Mary McCarty J
Burt Aaronson
i4 evrt.X.
Tony Masilotti O melio A. Fernandez, . E.,
y . r'. Director
Engineering & Public Works Oper.
OAF: 1
County Administrator Enclost�',3
Robert Weisman
pc: Edwin A Tack. P.E., Deputy County Engineer
Marlene Everitt, Assistant County Attorney -w /attach.
Tanya N. McConnell, P.E., Five Year Road Program Manager.
Roadway Production Div.
Steven B. Carrier, P.E., Special Projects Mgr., Roadway Production Div.
William R. Sears, P.E.. Project Engineer, Roadway Production Div.
Carl Miller, Director, Construction Coordination -w /attach
Evelyn Andrews, Director, Administrative Services -w /attach
Carl Hussey. P.E.. Utility Coordinator, Roadway Production - Vr " atta .,1
. _ y o_c1_:n� tor, Roadv�u Production _
Joseph F. Bergeron, CPA, Capital Budget Manager /OPMB
F •ROADW AVA ,RM T '155: i -b6 ,xe do.
'An Equal Opportunity
Affrrmahve Achon Employer"
= 4 :11 pnnted on recycled paper
11 Re ,e).7
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1
1
1 R2000 0737
AGREEMENT BETWEEN PALM BEACH COUNTY, FLORIDA
i
AND
{ THE CITY OF BOYNTON BEACH
FOR JOINT PARTICIPATION AND PROJECT FUNDING
' IN CONSTRUCTION OF
1 i LAWRENCE ROAD -
j GATEWAY BLVD. TO HYPOLUXO RD.
1 i PALM BEACH COUNTY, FLORIDA
PALM BEACH COUNTY PROJECT NO. 95511
1
THIS AGREEMENT, made and entered into this day of
1 JUN - 6 2000 2699; by and between PALM BEACH COUNTY, a political subdivision
i
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 ",
WITNESSETH:
I i WHEREAS, COUNTY and CITY desire to jointly participate in the
construction of utility adjustments to water distribution and/or sewage transmission systems
and other improvements, hereinafter referred to as the "Work" along the right -of -way of
Lawrence Road from Gateway Boulevard to Hypoluxo Road roadway improvements,
hereinafter referred to as the "Project "; and
' WHEREAS, Florida Statutes, Section 163.01, allows governmental units to
I
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
I
i NOW, THEREFORE, for and in consideration of the mutual covenants
i
I contained herein, the Parties to this Agreement agree as follows:
I
1. The CITY agrees to pay directly to the COUNTY costs attributable to construction
1 of the "Work" along the right -of -way of the "Project" as outlined and shown in the Bid
1 Documents for Palm Beach County Project No. 95511.
1
1
1
1
i
I!
}
AGREEMENT WITH THE CITY OF BOYNTON BEACH
2. Said summation of costs is stated in the amount of $ 28,519.00 in
accordance with the attached bid tabulation (Attachment "A ") and summary
(Attachment "B ") 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
7. The COUNTY shall obtain CITY approval for any change orders which
increase the cost attributable to the construction of utility adjustments to water
distribution and /or sewage transmission systems and other improvements 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.
2
1
AGREEMENT WITH THE CITY OF BOYNTON BEACH
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
f from the COUNTY's negligence or willful misconduct.
1 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
1 i CITY's negligence or willful misconduct.
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, F133435 -3838
ATTN: Mr. Peter V. 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
3
1i
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
/2 ,
BY: BY );( 06- 7F)'4 ,
CH AIR
R2000 073
J u — b butt
ATTEST: ATTEST:
SUZANNE KRUSE, CITY CLERK DOROTHY H. WILKEN, CLERK
Board of County Commissioners
I V' B
/si/l1 � I► CQQCk (DATE)
i t o r Clerk J; / (DATE)•
/ 111111 1 '� -7-Da '1 0
i ktl
APPROVED AS TO FORM AND LEGAL APPROVED AS TO FORM AND
LEGAL SUFFICIENCY: LEGAL SUFFICIENCY:
J i 4
BY: �J B Lrtrti
CITY ATTORNEY lir TY ATTORNEY
F \ROAD WAY\AGRMT\95511 BBU -)2 F doc
4
1. 1Rr, .DW AY1QPHO\BIDS I I B r1 .2,2 22,4.n -411N 42 AM
PALM BEACH COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT
ROADWAY PRODUCTION DIVISION - BID TABULATION
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511
MORA ENGINEERING RYAN, INC. RANGER CONSTRUCTION
CONTRACTORS, INC. INDUSTRIES, INC. AVERAGE
ITEM QTY. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
REGULAR ROADWAY PAY ITEMS
1 MOBILIZATION 1 LS $237,000.00 $237,000.00 $163,081.00 $163,081.00 $257,250.00 $257,250 00 $219,110.33
2 MAINTENANCE OF TRAFFIC ( INCLUDES PEDESTRIAN M.O T.) 1 LS $90,480.00 $90,480.00 $235,000.00 $235,000.00 $217,250.00 $217,250.00 $180,910.00
3 NPDES COMPLIANCE (SEE SPECIAL PROVISIONS) 1 LS $29,520.00 $29,520.00 $6,000.00 $6,000.00 $6,000.00 $6,000.00 $13,840.00
4 CLEARING AND GRUBBING 1 LS $120,080 00 $120,080.00 5175,000.00 $175,000.00 $129,000.00 $129,000.00 $141,360.00
5 REGULAR EXCAVATION 28,755 CY $2.23 564,123.65 53 00 586,265.00 $3.60 5103,518.00 52.94
6 EMBANKMENT ( COMPACTED IN PLACE) 29,660 CY $3.22 $95,505.20 $4.00 $118,640.00 $2.60 $77,116.00 $3.27
7 TYPE C STABILIZATION (FBV 75) 41,320 SY $2.00 582,640.00 53.00 $123,960.00 $2.80 $115,696.00 52.60
8 BASEROCK ( 8" ) ( 2 - 4" LIFTS) 42,243 SY 56.87 5290,209.41 57.00 5295,701.00 57.50 5316,822.50 $7.12
9 TYPE S ASPHALTIC CONCRETE (AVG. 3.5 ") 71921 TN $47.75 $343,422.78 $42.00 $302,068.20 $43.50 $312,856.35 $44.42
10 TYPE S -11I ASPHALT CONCRETE ( 1.0 ") 86,624 SY $2.47 $213,961.28 $2.10 5181,910.40 $2.20 5190,572.80 $2.26
11 TYPE S -1 ASPHALTIC CONCRETE ( 1.50 ") 59,542 SY $3.50 $208,397.00 $3.00 $178,626.00 53.10 5184,580.20 $3.20
12 CLASS 1 CONCRETE (INCLUDES REINFORCEMENT STEEL) 208 CY $415.24 586,369.92 $370.00 $76,960.00 $430.00 589,440.00 5405.08
13 CONTROL STRUCTURES Z EA $3,358.00 $6,716.00 53,000.00 $6,000.00 54,000.00 58,000.00 $3,452.67
14 INLETS ( CURB ) ( TYPE PA ) 2 EA $1,635.00 $3,270.00 52,560.00 $5,120.00 $2,800.00 55,600.00 $2,331.67
15 INLETS ( CURB) ( TYPE PA ) ( >10') 1 EA $2,013.00 $2,013.00 52,690.00 $2,690.00 53,000.00 $3,000.00 $2,567.67
16 INLETS ( CURB ) ( TYPE P -2 ) ( >10') 1 EA $2,262.00 $2,262.00 52,700.00 $2,700.00 $3,100.00 53,100.00 52,687.33
17 INLETS ( CURB ) ( TYPE P -5) 8 EA $2,173.00 517,384.00 52,000.00 516,000.00 $2,400.00 519,200.00 52,191.00
18 INLETS ( CURB ) ( TYPE P -5 ) (CONFLICT) 2 EA $3,166.00 $6,332.00 $2,100.00 $4,200.00 52,900.00 $5,800.00 52,722.00
19 INLETS ( CURB ) ( TYPg P -5 ) ( >10') 9 EA 52,830.00 $25,470.00 52,200.00 $19,800.00 $2,800.00 $25,200.00 $2,610.00
20 INLETS ( CURB ) ( TYPE P-6) 20 EA 52,611.00 552,220.00 $2,200.00 544,000.00 $2,500.00 $50,000.00 $2,437.00
21 INLETS ( CURB ) ( TYPE P-6 ) (CONFLICT) 8 EA $3,400.00 $27,200.00 52,425.00 519,400.00 53,000.00 524,000.00 52,941 67
22 INLETS ( CURB) ( TYPE P-6 ) ( >10') 4 EA 52,900.00 $11,600.00 52,560.00 $10,240.00 $2,900.00 511,600.00 $2,786.67
23 INLETS ( CURB ) ( TYPE 6 ) (PARTIAL) 3 EA 52,460.00 $7,380.00 $1,800.00 55,400.00 $2,200.00 56,600.00 52,153.33
24 INLETS ( CURB) ( TYPE J-6) 4 EA 53,498.00 $13,992.00 57,650.00 $30,600.00 54,800.00 519,200.00 $5,316.00
25 INLETS ( CURB ) ( TYPE P -9 ) (PARTIAL) 3 EA 51,450.00 $4,350.00 $1,200.00 $3,600.00 51,100.00 $3,300.00 51,250.00
26 INLETS ( CURB ) ( TYPE P -9 ) (PARTIAL) (CONFLICT) 1 EA $1,647.00 51,647.00 51,220.00 $1,220.00 $1,500.00 51,500.00 51,455.67
27 INLETS ( CURB ) ( TYPE P -9) 3 EA $1,790.00 $5,370.00 51,620.00 54,860.00 51,700.00 $5,100.00 $1,703.33
28 YARD DRAINS 1 EA 51,590.00 51,590.00 $770.00 5770.00 $730.00 5730.00 $1,030.00
29 INLETS ( DITCH BOTTOM ) ( TYPE F) 4 EA $1,750.00 $7,000.00 51,525.00 $6,100.00 $1,800.00 $7,200.00 $1,691.67
30 INLETS ( DITCH BOTTOM ) ( TYPE F) ( >10') 1 EA $2,298.00 $2,298.00 51,820.00 $1,820.00 52,200.00 52,200.00 52,106.00
31 MANHOLE ( TYPE P -7) 8 EA $2,086.00 $16,688.00 51,370.00 $10,960.00 $1,500.00 $12,000.00 51,652.00
32 MANHOLE ( TYPE P -7 ) ( >10') 4 EA $2,725.00 510,900.00 51,750.00 $7,000.00 $1,800.00 57,200.00 $2,091.67
33 MANHOLE ( TYPE P -7) ( PARTIAL) 14 EA $1,070.00 $14,980.00 51,000.00 514,000.00 5900.00 $12,600.00 $990.00
34 MANHOLE ( TYPE J -7) 1 EA $2,670.00 $2,670.00 513,100.00 $13,100.00 $5,800.00 $5,800.00 $7,190.00 y
35 JUNCTION BOX ( PARTIAL) 1 EA $1,490.00 $1,490.00 $900.00 $900.00 $1,100.00 51,100.00 51,163.33 H
36 ADJUST MANHOLES 1 EA $1,440.00 $1,440.00 $1,425.00 $1,425.00 $520.00 5520.00 $1,128 33 1
37 TEMPORARY 24" CMP (UTILITY POLE LOCATIONS) 540 LF 533.00 $17,820.00 $44.00 $23,760.00 529.50 515,930.00 $35.50
38 CONCRETE PIPE CULVERT ( 12 ") 14 LF 546.00 $644.00 $47.50 $665.00 $54.10 $757.40 $49.20
39 CONCRETE PIPE CULVERT (15 ") 74 LF 538.00 $2,812.00 $43.00 $3,182.00 $59.00 $4,366.00 $46.67
40 CONCRETE PIPE CULVERT (18 ") 4,514 LF $24.00 $108,336.00 $36.00 $162,504.00 $32.20 $145,350.80 $30.73 r.
41 CONCRETE PIPE CULVERT (24 ") 3,496 LF 529.00 5101,384.00 537.00 $129,352.00 533.50 5117,116.00 533.17 P.
42 CONCRETE PIPE CULVERT ( 36 ") 485 LF 546.00 $22,310.00 $49 00 $23,765.00 551.40 524,929.00 $48.80
43 CONCRETE PIPE CULVERT ( 60 ") 142 LF $91.00 $12,922.00 5150.00 $21,300.00 5120.00 517,040.00 5120 33
44 CONCRETE PIPE CULVERT ( 72 ") 194 LF 5141.00 $27,354 00 5175.00 533,950.00 $190.00 $36,860.00 5168.67
1 of 5
1 ti.vADWAt I IBiI -h2 26-.1.-0. UY JX AM
PALM BEACH COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT
ROADWAY PRODUCTION DIVISION - BID TABULATION
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511
MORA ENGINEERING RYAN, INC. RANGER CONSTRUCTION
CONTRACTORS, INC. INDUSTRIES, INC. AVERAGE
ITEM QTY. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
45 TRENCH SAFETY COMPLIANCE (30" OR LESS) 8,604 LF 51.30 511,185.20 $1.00 58,604.00 52.10 518,068.40 $1.47
46 TRENCH SAFETY COMPLIANCE (> 30" ) 821 LF 56.50 55,336.50 52.00 51,642.00 52.40 51,970.40 53 63
47 MITERED END SECTION ( 24 ") 1 EA 5259.00 5259.00 $550.00 5550 00 5640.00 5640.00 $483.00
48 MITERED END SECTION ( 36 ") 1 EA 5400.00 5400.00 5650.00 5650.00 53,900.00 53,900.00 51,650.00
49 FRENCH DRAINS (18 ") ( INCL BALLAST ROCK & FILTER FABRIC) 197 LF 565.00 512,805.00 557.00 511,229.00 551.40 510,125.80 557.80
50 FRENCH DRAINS (24 ") ( INCL. BALLAST ROCK & FILTER FABRIC) 309 LF 573.00 522,557 00 563.00 519,467.00 561.70 519,065.30 565.90
51 PIPE HANDRAIL ( ALUMINUM) 1058.5 LF 529.00 530,696.50 522.00 523,287.00 524.40 525,827.40 525.13
52 CONCRETE CURB & GUTTER ( TYPE F) 32,752 LF 57.70 5252,190.40 57.20 5235,814.40 57.30 5239,089.60 57.40
53 CONCRETE VALLEY GUTTER 200 LF 58.70 51,740.00 58.49 51,698.00 59.90 51,980.00 59.03
54 CONCRETE CURB ( HEADER) 100 LF 59.80 5980.00 512.00 51,200.00 513.20 51,320.00 511.67
55 CONCRETE CURB ( TYPE D) 534 LF 59.20 54,912.80 57.00 53,738.00 58.60 54,592.40 58.27
56 TRAFFIC SEPARATOR CONC ( SPECIAL ) ( VARIABLE WIDTH) 19 LF 540.00 5760.00 550.00 5950.00 547.20 5896.80 545.73
57 CONC SIDEWALK (4" THICK) 6,859 SY 521.00 5144,039.00 515.00 5102,885.00 516.30 5111,801.70 517.43
58 CONC SIDEWALK (6 "THICK) (DRIVEWAYS) 614 SY 525.00 515,350.00 520 00 512,280.00 521.90 513,446.60 522.30
59 RIP -RAP ( SAND - CEMENT) 82 CY $297.00 524,354.00 5230.00 518,860 00 5390.00 531,980 00 5305.67
60 TYPE B FENCE (6' HIGH ) (W/TOP RAIL & BARB WIRE) INCL. POS 1,934 LF 511.20 521,660.80 57.80 515,085.20 59.40 518,179 60 59.47
61 FENCE GATE (TYPE B) (W/TOP RAIL) (12' WIDE) 2 EA 51,130.00 52,260.00 5650.00 51,300.00 5740.00 51,480.00 5840 00
62 SODDING 22,085 SY $4.50 599,382.50 $2.80 561,838.00 53.40 575,089.00 53.57
63 RECORD DRAWINGS ( SEE SPECIAL PROVISIONS) 1 LS 517,250.00 517,250.00 525,000.00 525,000.00 54,100.00 54,100.00 515,450.00
64 STORM SEWER PUMPING (EXISTING) ( 24" OR LESS ) (SEE S. P.) 3,500 LF 52.10 57,350.00 54.00 514,000.00 53.50 512,250.00 53.20
65 STORM SEWER PUMPING (EXISTING) (72 ") (SEE S. P.) 90 LF 530.00 52,700.00 510.00 5900.00 518.90 51,701.00 519.63
66 1 - 2" PVC CONDUIT ( SCH 40) (UNDER SIDEWALK) 9,473 LF 52.70 525,577.10 55.80 554,943.40 56.00 556,838.00 54.83
67 1 - 2" PVC CONDUIT ( SCH 40) (UNDER PAVEMENT) 805 LF 52.90 52,334.50 518.30 514,731.50 516.20 513,041.00 512.47
68 LITTORAL PLANTINGS (SEE SPECIAL PROVISIONS) 1 LS 58,200.00 58,200.00 52,650.00 52,650.00 527,000.00 527,000.00 512,616.67
69 MONITORING, MAINTENANCE & REPORTS (SEE SP's) 1 LS 54,000.00 54,000.00 53,150.00 53,150.00 55,900.00 ;5,900.00 54,350.00
70 TREE SPADE UNITS (TSU) (SEE SPECIAL PROVISIONS) 20 EA 5425.00 58,500.00 5430.00 58,600.00 5290.00 55,800.00 5381.67
TOTAL REGULAR ROADWAY PAY ITEMS 53,128,333.54 53,218,647.10 $3,309,084.05
CONTINGENCY ITEMS
71 ADJUST VALVE BOX & COVERS ( INCLUDES CONCRETE COLLAR 5 EA 5290.00 51,450.00 5400.00 52,000 00 5250.00 51,250.00 5313.33
72 ADJUST AIR RELEASE VALVE 5 EA 5550.00 52,750.00 5325.00 51,625.00 5510.00 52,550.00 5461.67
73 DEFLECT W.M. W /FITTINGS ( 8 ") 200 LF 530.00 56,000.00 530.00 56,000.00 526.30 55,260.00 528.77
74 DEFECT F.M. W /FITTINGS ( 8 ") 200 LF 539.00 57,800.00 540.00 58,000.00 526.30 55,260.00 535.10
75 SUPPORT & PROTECT W.M. & APPURTENANCES (16 ") 200 LF 513.00 52,600.00 525.00 55,000.00 56.30 51,260.00 514.77
76 SUPPORT & PROTECT F.M. & APPURTENANCES (10 ") 200 LF 513.00 52,600.00 525.00 55,000.00 55 80 51,160.00 514.60
77 SUPPORT & PROTECT BURIED CABLE (SOUTHER BELL) 100 LF 519.00 51,900.00 525.00 52,500.00 55.10 5510.00 516.37
78 SUPPORT & PROTECT W.M. & APPURTENANCES (16 ") 100 LF 519.00 51,900.00 525.00 52,500.00 56.30 5630.00 516.77
79 FLOWABLE FILL 10 CY 5249.00 52,490.00 5105.00 51,050.00 5170.00 51,700.00 5174.67
80 TYPE B FENCE (4' HIGH ) (W/TOP RAIL) 600 LF 510.00 56,000.00 $7.25 54,350.00 59.40 55,640.00 58.88
81 STORM SEWER CLEANING (EXISTING) (24" OR LESS ) (SEE S. P.) 3,500 LF 57.40 525,900.00 53.00 510,500.00 53.80 513,300.00 54.73
82 STORM SEWER CLEANING (EXISTING) (72 ") (SEE S. P.) 90 LF 546.00 54,140.00 57.50 $675 00 $21.80 51,962.00 525.10
TOTAL CONTINGENCY ITEMS 565,530.00 549,200.00 540,482.00
TOTAL BID 53,193,863.54 $3,267,847.10 53,349,566.05
2 of 5
.w1 VAV I B f2 .I,226-J.18I AM
PALM BEACH COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT
ROADWAY PRODUCTION DIVISION - BID TABULATION
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511
COMMUNITY ASPHALT HUBBARD CONSTRUCTION
CORPORATION COMPANY
ITEM QTY. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT
REGULAR ROADWAY PAY ITEMS
1 MOBILIZATION 1 LS 5300,000.00 $300,000.00 5320,000 00 5320,000 00
2 MAINTENANCE OF TRAFFIC ( INCLUDES PEDESTRIAN M.O.T. 1 LS $285,000.00 $285,000.00 $70,000.00 $70,000.00
3 NPDES COMPLIANCE (SEE SPECIAL PROVISIONS) 1 LS $2,500 00 $2,500.00 $20,000.00 $20,000.00
4 CLEARING AND GRUBBING 1 LS $320,000.00 $320,000.00 $353,000.00 $353,000.00
5 REGULAR EXCAVATION 28,755 CY $3.50 $100,642 50 $4.00 $115,020.00
6 EMBANKMENT ( COMPACTED IN PLACE) 29,660 CY $3.70 $109,742.00 55 00 $148,300 00
7 TYPE C STABILIZATION (FBV 75) 41,320 SY $1.65 $68,178.00 $2.00 582,640.00
8 BASEROCK ( 8" ) ( 2 - 4" LIFTS) 42,243 SY $6.75 $285,140.25 $6.00 5253,458.00
9 TYPE S ASPHALTIC CONCRETE (AVG. 3.5 ") 7192.1 TN $40.10 $288,403.21 $41.00 $294,876.10
10 TYPE S -III ASPHALT CONCRETE (1.0 ") 86,624 SY $2.05 $177,579.20 $2.35 $203,566.40
11 TYPE S -1 ASPHALTIC CONCRETE ( 1.50 ") 59,542 SY $2.95 5175,648.90 53.25 $193,511.50
12 CLASS 1 CONCRETE (INCLUDES REINFORCEMENT STEEL) 208 CY $250.00 552,000.00 $400.00 583,200.00
13 CONTROL STRUCTURES 2 EA $3,740.00 57,480.00 $4,700.00 $9,400.00
14 INLETS ( CURB ) ( TYPE P -1) 2 EA $2,585.00 55,170.00 52,800.00 55,600.00
15 INLETS ( CURB) ( TYPE P -1 ) ( >10') 1 EA $2,780.00 52,780.00 $3,200.00 $3,200.00
16 INLETS ( CURB ) ( TYPE P -2 ) ( >10') 1 EA $2,850.00 $2,850.00 $3,900.00 53,900.00
17 INLETS ( CURB) ( TYPE P -5) 8 EA 52,180.00 $17,440.00 $2,200.00 517,600.00
18 INLETS ( CURB ) ( TYPE P -5 ) (CONFLICT) 2 EA 52,640.00 55,280.00 53,200.00 $6,400.00
19 INLETS ( CURB) ( TYPE P -5) ( >10') 9 EA 52,555.00 $22,995.00 $2,700 00 $24,300.00
20 INLETS ( CURB ) ( TYPE P-6) 20 EA $2,290.00 $45,800.00 $2,400.00 548,000.00
21 INLETS ( CURB ) ( TYPE P-6) (CONFLICT) 8 EA $2,790.00 $22,320.00 $4,900.00 539,200.00
22 INLETS ( CURB ) ( TYPE P-6 ) ( >10') 4 EA 52,680.00 $10,720.00 $2,800.00 511,200.00
23 INLETS ( CURB ) ( TYPE 6) (PARTIAL) 3 EA 52,060.00 56,180.00 $1,800.00 $5,400.00
24 INLETS ( CURB ) ( TYPE J-6) 4 EA $4,470.00 517,880.00 53,600.00 $14,400.00
25 INLETS ( CURB ) ( TYPE P -9) (PARTIAL) 3 EA 51,025.00 53,075.00 51,000.00 53,000.00
26 INLETS ( CURB ) ( TYPE P -9 ) (PARTIAL) (CONFLICT) 1 EA $1,370.00 $1,370 00 $2,300.00 52,300.00
27 INLETS ( CURB) ( TYPE P -9) 3 EA $1,575.00 $4,725.00 51,500.00 $4,500.00
28 YARD DRAINS 1 EA 5670.00 5670.00 5800.00 $800.00
29 INLETS ( DITCH BOTTOM ) ( TYPE F) 4 EA $1,705.00 $6,820.00 $1,300.00 $5,200.00
30 INLETS ( DITCH BOTTOM ) ( TYPE F ) ( >10') 1 EA $2,045.00 $2,045.00 51,500.00 $1,500.00
31 MANHOLE ( TYPE P -7) 8 EA $1,400.00 $11,200.00 $1,600.00 512,800.00
32 MANHOLE ( TYPE P -7 ) ( >10') 4 EA $1,705.00 $6,820.00 $2,000.00 $8,000.00
33 MANHOLE ( TYPE P -7) ( PARTIAL) 14 EA $830.00 $11,620.00 $800.00 $11,200.00
34 MANHOLE ( TYPE J -7) 1 EA $5,340.00 55,340.00 $2,500.00 $2,500.00
35 JUNCTION BOX ( PARTIAL) 1 EA $995.00 $995 00 $700.00 $700.00
36 ADJUST MANHOLES 1 EA $483.00 5483.00 $400 00 $400.00
37 TEMPORARY 24" CMP (UTILITY POLE LOCATIONS) 540 LF $27.25 $14,715.00 $35.00 $18,900.00
38 CONCRETE PIPE CULVERT (12 ") 14 LF $50.00 $700.00 $30.00 $420.00
39 CONCRETE PIPE CULVERT ( 15 ") 74 LF $54.50 $4,033.00 $50 00 $3,700.00
40 CONCRETE PIPE CULVERT (18 ") 4,514 LF $29.70 $134,065.80 $43.00 $194,102.00
41 CONCRETE PIPE CULVERT ( 24 ") 3,496 LF $30.95 $108,201.20 $45.00 $157,320.00
42 CONCRETE PIPE CULVERT ( 36 ") 485 LF $47.45 $23,013.25 $50.00 $24,250.00
43 CONCRETE PIPE CULVERT (60 ") 142 LF $115.00 $16,330.00 $250.00 $35,500.00
44 CONCRETE PIPE CULVERT ( 72 ") 194 LF $172 00 $33,368 00 5350.00 $67,900.00
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. ....AL99AV \QPRU\BIDS194 \ 94911B 42 -h2 2,14n 119 49 AM
PALM BEACH COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT
ROADWAY PRODUCTION DIVISION - BID TABULATION
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511
COMMUNITY ASPHALT HUBBARD CONSTRUCTION
CORPORATION COMPANY
ITEM - QTY. UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT
45 TRENCH SAFETY COMPLIANCE ( 30" OR LESS) 8,604 LF $1.90 $16,347.60 $2.00 $17,208.00
46 TRENCH SAFETY COMPLIANCE (> 30" ) 821 LF $2.25 $1,847.25 $5.00 $4,105.00
47 MITERED END SECTION ( 24 ") 1 EA $595.00 $595.00 $700.00 $700.00
48 MITERED END SECTION ( 36 ") 1 EA $3,585.00 $3,585.00 $900.00 $900.00
49 FRENCH DRAINS (181 ( INCL. BALLAST ROCK & FILTER FAB 197 LF $47.50 $9,357.50 $50.00 $9,850.00
50 FRENCH DRAINS (24 ") ( INCL. BALLAST ROCK & FILTER FAB 309 LF $57.00 $17,613.00 $55.00 $16,995.00
51 PIPE HANDRAIL ( ALUMINUM) 1058.5 LF $23.40 $24,768.90 $20.00 $21,170.00
52 CONCRETE CURB & GUTTER ( TYPE F) 32,752 LF $6.40 $209,612.80 $5.50 $180,136.00
53 CONCRETE VALLEY GUTTER 200 LF $7.50 $1,500.00 $6.00 $1,200.00
54 CONCRETE CURB ( HEADER) 100 LF $9.00 $900.00 $10.00 $1,000.00
55 CONCRETE CURB ( TYPE D) 534 LF $7.50 $4,005.00 $9.00 $4,806.00
56 TRAFFIC SEPARATOR CONC ( SPECIAL) ( VARIABLE WIDTH 19 LF $47.00 $893.00 $14.00 $266.00
57 CONC SIDEWALK (4" THICK) 6,859 SY $15.00 $102,885.00 $14.00 $96,026.00
58 CONC SIDEWALK (6 "THICK) (DRIVEWAYS) 614 SY $20.00 $12,280.00 $19.00 $11,666.00
59 RIP -RAP ( SAND - CEMENT) 82 CY $364.00 $29,848.00 $350.00 $28,700.00
60 TYPE B FENCE (6' HIGH ) (W/TOP RAIL & BARB WIRE) INCL 1,934 LF $7.00 $13,538.00 $7.00 $13,538.00
61 FENCE GATE (TYPE B) ( W/TOP RAIL) (12' WIDE) 2 EA $450.00 $900.00 $500.00 $1,000.00
62 SODDING 22,085 SY $3.20 $70,672.00 $1.70 $37,544.50
63 RECORD DRAWINGS ( SEE SPECIAL PROVISIONS) 1 LS $3,000 00 $3,000.00 $1,500 00 $1,500.00
64 STORM SEWER PUMPING (EXISTING) (24" OR LESS ) (SEE S. 3,500 LF $3.25 $11,375.00 $4.00 $14,000.00
65 STORM SEWER PUMPING (EXISTING) (72 ") (SEE S P.) 90 LF $10.00 $900.00 $20.00 $1,800.00
66 1 - 2" PVC CONDUIT ( SCH 40) (UNDER SIDEWALK) 9,473 LF $5.60 $53,048.80 $5.50 $52,101.50
67 1 - 2" PVC CONDUIT ( SCH 40) (UNDER PAVEMENT) 805 LF $15.00 $12,075.00 $15.00 $12,075.00
68 LITTORAL PLANTINGS (SEE SPECIAL PROVISIONS) 1 LS $8,000.00 $8,000.00 $15,000.00 $15,000.00
69 MONITORING, MAINTENANCE & REPORTS (SEE SP's) 1 LS $3,000.00 $3,000.00 $3,000.00 $3,000.00
70 TREE SPADE UNITS (TSU) (SEE SPECIAL PROVISIONS) 20 EA $300.00 $6,000.00 $200 00 $4,000.00
TOTAL REGULAR ROADWAY PAY ITEMS $3,339,865.16 $3,431,451.00
CONTINGENCY ITEMS
71 ADJUST VALVE BOX & COVERS ( INCLUDES CONCRETE COL 5 EA $245.00 $1,225.00 $300.00 $1,500.00
72 ADJUST AIR RELEASE VALVE 5 EA $510.00 $2,550.00 $800.00 $4,000.00
73 DEFLECT W.M. W /FITTINGS ( 8 ") 200 LF $26.20 $5,240.00 $50.00 $10,000.00
74 DEFECT F.M. W /FITTINGS (8") 200 LF $26.20 $5,240.00 $80.00 $16,000.00
75 SUPPORT & PROTECT W.M. & APPURTENANCES (16 ") 200 LF $6.30 $1,260.00 $7.00 $1,400.00
76 SUPPORT & PROTECT F.M. & APPURTENANCES (10 ") 200 LF $5.75 $1,150.00 $7.00 $1,400.00
77 SUPPORT & PROTECT BURIED CABLE (SOUTHER BELL) 100 LF $5.10 $510.00 $7.00 $700.00
78 SUPPORT & PROTECT W.M. & APPURTENANCES (16 ") 100 LF $6.30 $630.00 $7.00 5700.00
79 FLOWABLE FILL 10 CY $285.00 $2,850.00 $300.00 $3,000.00
80 TYPE B FENCE (4' HIGH ) (W/TOP RAIL) 600 LF 55.00 $3,000.00 $5.00 $3,000.00
81 STORM SEWER CLEANING (EXISTING) ( 24" OR LESS ) (SEE 3,500 LF $3.75 $13,125.00 $4 00 $14,000.00
82 STORM SEWER CLEANING (EXISTING) (72 ") (SEE S. P.) 90 LF $22.00 $1,980.00 $22.00 $1,980.00
TOTAL CONTINGENCY ITEMS $38,760.00 $57,680.00
TOTAL BID $3,378,625 16 $3,489,131.00
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\ROADWAY \QPROMMDM451 4411 BT I w hl 26-444-110 IN 14 AM
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511
NOTES:
THE PAY ITEMS AND QUANTITIES, AS LISTED ABOVE, SHALL TAKE GOVERN OVER THE PLANS.
ALL STRUCTURE BOXES ARE <10 FEET IN DEPTH, UNLESS OTHERWISE NOTED
ITEM #2 M O.T. INCLUDES PEDESTRIAN M.O.T. IN ACCORDANCE WITH GP -18.
ITEM #5 REGULAR EXCAVATION INCLUDES 22,819 C.Y. OF DETENTION POND EXCAVATION
ITEM # 12 - CLASS I CONC. • INCLUDES A CONTINGENT AMOUNT OF 170 CY.
ITEMS # 8 -11, 79 & 80 INCLUDES BITUMINOUS MATERIAL & TACK COAT AS REQUIRED.
ITEM #37 (24" CMP) - INCLUDES COMPACTED FILL TO COVER, AS REQUIRED (SEE SP -8 FOR LOCATIONS AND SCOPE).
ITEMS #38- #44 COST OF BREAKING INTO EXISTING STRUCTURES IS INCIDENTAL TO COST OF PIPE.
ITEM # 51 - PIPE HANDRAIL (ALUMINUM) - INCLUDES A CONTINGENT AMOUNT OF 800 LF.
ITEM # 60, # 61 & # 80 - (TYPE B FENCE) - THE MESH SHALL BE COVERED WITH GREEN VINYL CLAD FABRIC.
ITEM #62 (SODDING) - SHALL BE IN ACCORDANCE WITH GP -31 OF THESE SPECIFICATIONS.
ITEMS #66 & #67 -PVC CONDUITS (TRAFFIC) INCLUDE PULL BOXES & FITTINGS AS INDICATED ON PLANS.
ITEM #69 - (M /M &R)- REPORTS SHALL BE PAID IN FOUR (4) EQUAL INSTALLMENTS OF THE LUMP SUM UNIT PRICE.
" +" Denotes corrected number where applicable.
Working days to complete Three Hundred Sixty ( 360 ) calender days.
Bids as read at opening January 18, 2000.
All bids subject to O.E.O. compliance and Board Approval.
Prepared by : JaeAnn Dean
Checked by: Willie Flohs
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ATTACHMENT "B"
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511 Mora Engineering Contractors, Inc.
ITEM QUANTITY /UNITS UNIT PRICE AMOUNT
REGULAR ROADWAY PAY ITEMS
17 INLETS (CURB) (TYPE P -5) 1 EA $ 2,173.00
18 INLETS (CURB) (TYPE P -5) 1 EA $ 3,166.00
(CONFLICT)
DIFFERENCE BETWEEN 1 $ 993.00 $ 993.00
17 & 18
20 INLETS (CURB) (TYPE P -6) 1 EA $ 2,611.00
21 INLETS (CURB) (TYPE P -6) 1 EA $ 3,400.00
(CONFLICT)
DIFFERENCE BETWEEN 1 $ 789.00 $ 789.00
20 & 21
25 INLETS (CURB) (TYPE P -9) 1 EA $ 1,450.00
(PARTIAL)
26 INLETS (CURB) (TYPE P -9) 1 EA $ 1,647.00
(PARTIAL) (CONFLICT)
DIFFERENCE BETWEEN 1 $ 197.00 $ 197.00
25 & 26
36 ADJUST MANHOLES 1 EA $ 1,440.00 $ 1,440.00
REGULAR ROADWAY PAY ITEMS SUBTOTAL $ 3,419.00
1
ATTACHMENT "B"
PROJECT NAME: LAWRENCE ROAD - GATEWAY BLVD. TO HYPOLUXO RD.
PROJECT NUMBER: 95511 Mora Engineering Contractors, Inc.
ITEM QUANTITY /UNITS UNIT PRICE AMOUNT
CONTINGENCY ITEMS
71 ADJUST VALVE BOX & 5 EA $ 290.00 $ 1,450.00
COVERS ( INCLUDES CONCRETE COLLAR )
72 ADJUST AIR RELEASE VALVE 5 EA $ 550.00 $ 2,750.00
73 DEFLECT W.M. W/ 200 LF $ 30.00 $ 6,000.00
FITTINGS (8" )
74 DEFLECT F.M. W/ 200 LF $ 39.00 $ 7,800.00
FITTINGS (8" )
75 SUPPORT & PROTECT W.M. 200 LF $ 13.00 $ 2,600.00
& APPURTENANCES (16 ")
76 SUPPORT & PROTECT F.M. 200 LF $ 13.00 $ 2,600.00
& APPURTENANCES (10 ")
78 SUPPORT & PROTECT W.M. 100 LF $ 19.00 $ 1,900.00
& APPURTENANCES (16 ")
CONTINGENCY ITEMS SUBTOTAL $ 25,100.00
GRAND TOTAL $ 28,519.00
F: \ROADWAY\AGRMT\9551 1 BBU -SUM doc
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