Agenda 12/02/2008 Item #16B 7
Agenda Item No. 16B7
December 2, 2008
Page 1 of 68
EXECUTIVE SUMMARY
Recommendation that the Board of County Commissioners approve Change Order #4
to the contract with Astaldi Construction, Inc. in the amount of $965,869.67 for
additional work on the Immokalee Road Design Build Project from Collier Boulevard
to 1-75, Project #66045, Contract #05-3770 and approve the necessary budget
amendment.
OBJECTIVE: To receive Board's approval of Change Order #4 to the contract with Astaldi
Construction, Inc. for additional work on the Immokalee Road Design Build Project, and
approve the necessary budget amendment.
CONSIDERATIONS: On July 24,2005, the Board awarded Contract No. 05-3770 for the
construction of the lmmokalee Road Design Build Project in the amount of $22,365,498.91.
On March 26, 2007, Change Order #1 was approved which re-distributed funds throughout
the project by eliminating the replacement streetlighting for the project and added
construction of the Northbrooke Bridge (among other changes) to the project, at a zero dollar
cost increase to the County. On March] 4, 2008 deductivc Change Order #2 was approved in
the amount of -$427,011.09 to allow for the direct purchase of the pre-cast Conspan Bridge
at Northbrooke Drive and the truncated domes for crosswalks. This resulted in tax savings of
approximately $24,170 to the County. On July 25, 2008 Change Order #3 was approved in
the amount of $303,706.63 to replace exisitng unsuitable median soils with select soil
material. Since that time, several unforeseen conditions, weather delays and work associated
with final pricing of the project have arisen which has resulted in changes to the project.
These changes include items that were requested by the County and others that have added
value to the project. The project does not contain any allowances; therefore, additional funds
are neccessary to provide for this Change Order #4.
Originally, the Northbrooke Bridge was not part of the Immokalee Road Design Build
project. Following approval of Change Order #1, funds were allocated towards the
construction of the Northbrooke Bridge. Since the project was developed as a design build
project, final pricing of the bridge construction was not complete until the final design was
approved, over one year later. Based on the utility information available at the time of
Change Order #1, no existing utilities were shown within the limits of the bridge
construction. However, once work began, several utility lines were found under the
roadway, requiring additional design, permitting and reconstruction of the utilities. This
unforeseen condition resulted in design and construction costs amounting to $397,451.68.
This was an added value to the County since, if the utilities were discovered in the course of
the pre-design, they would still have to be designed and re-constructed due to their location.
Additionally, since final pricing of the bridge required completion of the bridge design and
pernlitting, total actual costs were not accounted for until June 2008. At that time, when
bridge construction commenced, the project was heavily impacted by extreme weather
conditions including Tropical Storm Fay, seasonal rains and associated flooding. These
events caused the project to be shut down due to flooding concerns. Additional mobilization
and maintenance of the project increased the bridge costs and added time to complete the
Agenda Item No. 16B7
December 2, 2008
Page 2 of 68
project. Also included in this change order are additional items requested by the County to
finalize the project such as changes in electronics for signal devices, adjustment to manhole
structures, sidewalk replacement, and changes to a sign. All of these items arose through the
constrcution and were at no fault of the contractor. The specific items of work and estimated
amounts are as follows:
Bridge Work on Northbrooke Drive
Utility Work on Northbrooke Drive
Utility Design
Ethernet Switches
Manhole Adjustment
Sidewalk Replacement
Illuminated Sign !Dancing Wind Lane)
Total Amount Requested
$558,271.92
$319,069.43
$ 78,382.25
$ 5.764.43
$ 2,049.44
$ 528.00
$ 1.804.20
$965,869.67
A more detailed accounting of the proposed expenditures is contained in the attachments.
FISCAL IMPACT: Funds in the amount of $965,869.67 are available in the Impact Fee
District 1 Rcserves. A budget amendment is needed in the amount of $965,869.67. Source
of funds are Impact Fee District 1 reserves.
LEGAL CONSIDERATIONS: This item has been reviewed and approved by the County
Attorney's Office and is legally sufficient for Board action.-SRT
GROWTH MANAGEMENT IMPACT: This Capital Improvement Element (CIE #74) is
consistent with the Transportation Growth Management Plan.
RECOMMENDA nON: That the Board of County Commissioners approve Change Order
#4 to the contract with Astaldi Construction, Inc., Project Number 66045, Contract No. 05-
3770 and approve any necessary budget amendment.
Prepared by Joe Delate, Senior Project Manager, TECM
Attaclunents: 1) Change Order #4; 2) Change Order Modification Form; 3) TECM Backup
Page laf2
Agenda Item No. 16B7
December 2, 2008
Page 3 of 68
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
Item Number:
Item Summary:
16B7
Meeting Date:
Recommendatlon that the Board of County Commissioners approve Change Order #4 to the
contract with Astaldi Construction, Inc. in the amount of $965,869.67 for additional work on
the Immokalee Road DesIgn Build Project from Collier Boulevard to 1-75, Project #66045.
Contract #05-3770 and approve the necessary budget amendment
12/2/2008 9:0000 AM
Prepared By
Transportation Services
Senior Project Manager
Transportation Engineering and
Construction
aate
Joseph Delate
11/13/20088:04:58 AM
Approved By
Gary Putaansuu
Principal Project Manager
Transportation Engineering and
Construction
Date
Transportation Services
11113/20088:55 AM
Approved By
Lisa T ay lor
ManagemenUBudget Analyst
Date
Transportation Services
Transportation Administration
11/1312008 2:44 PM
Approved By
Brian Hancock
Operations Support Manager
Date
Transportation Division
Transportation Administration
11/1312008 2:46 PM
Approved By
Scott R. Teach
Assistant County Attorney
Date
County Attorney
County Attorney Office
11/1312008 2:46 PM
Approved By
Najeh Ahmad
Director
Date
Transportation Services
Transportation Engineering &
Construction Management
11114/20089:45 AM
Approved By
Norm E. Feder, Alep
Transportation Division Administrator
Date
Transportation Services
Transportation Services Admin.
11114/20082:26 PM
Approved By
Steve Carnell
Purchasing/General Svcs Director
Date
Administrative Services
Purchasing
11/15/2008 6:44 AM
Approved By
Rhonda Rembert
Contract Specialist
aate
file:l/C:\AgendaTest\Export\117-December%202,%202008\ 16.%20CONSENT%20AGEN... 11/25/2008
Page 20f2
Agenda Item No. 16B7
December 2, 2008
Page 4 of 68
Administrative Services
Purchasing
11/17/20083:28 PM
Approved By
Pat Lehnhard
Executive Secretary
Date
Transportation Services
Transportation Services Admin
11/17/20084:23 PM
Approved By
OMB Coordinator
OMS Coordinator
Date
County Manager's Office
Office of Management & Budget
11/18/20087:45 AM
Approved By
John A. Y onkosky
Director of the Office of Management
Date
County Manager's Office
Office of Management & Budget
11/18/20086:37 PM
Approved By
Leo E. Ochs, Jr.
Deputy County Manager
Date
Board of County
Commissioners
County Manager's Office
11/19/20089:09 AM
file://C:\AgendaTest\Export\117-December%202,%202008\16.%20CONSENT%20AGEN... 11125/2008
-4
--
.
.
Astaldi Construction Corporation
October 16, 2008
Mr. Joe Delate
Collier County
Transportation Services Division
2885 South Horsesboe Drive
Naples. Florida 34104
RE: Immokalee Road Design I Build Project
Collier County Contract No: 05-3770
Collier County Project No: 66045
ACC Job No.: H0706
Subject: Price ProDosal for Chan2e Order # 4 FINAL PRICING
Dear Mr. Delate,
Agenda Item No. 16B7
December 2, 2008
Page 5 of 68
ACC Letter No: 0031
Astaldi Construction Corp. (ACC) is pleased to provide Collier County with a price proposal for tbe cost associated with the work
outlined in the scope of work listed below.
SCOPE of WORK:
1) Refund for RS232 Modems
2) Purchase and Install Ethernet Switches
3) Remove Illuminated sign (Bay West Nursery)
4) Provide MOT for Work
5) Installllluminated Sign (Dancing Wind Lane)
6) Install Con Span Bridge as Detailed in Drawings
7) Perform Road Work as Detailed in Drawings
8) Perform Drainage Work as Detailed ill Drawings
9) Provide Signed and Sealed Drawings for Utility Crossing of Cocohatchee Canal
10) Install Temporary Force Mains
I I) Install Permanent Force Mains attached to Bridge
12) Manhole Modification in Median
13) Sidewalk replacement Station 1141+00 Rt.
Pages 3-6
Pages 3-6
Pages 7-11
Pages 7-11
Pages 7-11
Pages 12-27
Pages 12-27
Pages 12-27
Pages 28-41
Pages 42-53
Pages 42-53
Pages 54-56
Pages 57-58
ACC is requesting that a Change Order in the amount of $965,869,67 along with Sixty Five (65) Days be added to the Contract to
cover the cost afthis requested work.. The Sixty Five (65) Days requested are for the days required to complete the remaining
work, once tbe delay has ended and work has resumed Astaldi will request an extension of time as it relates to the actual
delay. Delay as of this date would be August 18 to Septemher 28, 2008 and October 6 to Octoher 16,2008.
Should you have any questions or comments do not hesitate to contact me at 239.948.0905.
Best Reeards,
Astal~/CJ""truction CorporatioD
_Ivtv K 1//4-
J,9Kn R Morgan I"
Projett Manager
CC; Mark Wiseman, Ed Martin, Steve Ritter, and John Rowel
8220 West S.R.R4 Suite 300
Davie. Florida 33324
Telephone: (954) 4i3 8766, Fax: (954) 423 2597
.
Agenda Item No. 16B7
December 2, 2008
Page 6 of 68
'1l"I11l~~~I~~_~o~d~_!__?S _~S~lli_t:!r_BJ,,~~-!,,-()ject #~~l><!~
CHANGE ORDER # 4
Item #
Pay Item Description
__~__[)esigr:_ .____
2 Mobilization
-"-~~'---~-- -- --...-.---
3 Maintenance of Traffic
_______"'.._.__ ____,.~.____..._ "'___._."."'._'____ n__
4 Erosion Control
5 Field Office
6__c:leill'ingI?<G~ubbing_
7 Earthwork and Stabilization
8 Base
9 . __f\IIilling __~
10 Structural AS.flhalt
11 Friction Course Asphalt
_', ____m_ ___~_"'___.__
_. ~?_n . Misc....co"crete & I,Jnd~rground__
13 Pedestrian Bridge / Path
- --_.,- ..----- - -------
14 Roadw.".y Concrete
15 . Rip.~ilP/ MiterEr1d Sections
16 Fence Guardrail
17 F~nishS()ill.ayer/ Gras~'-nll
. -~: :i~~:~::~~on l~ighting/ Striping / Sig:n;- . .
20 Road",ay Lighting Upgra.<Je / Replace
21 Value. Added forLighting I Sig:n,,~ization
22 Structural Added Value
'_ ___..__....._u'" _.__.".,~___
23 ,Concrete Added Value
24 . Asphalt!\clded Valu.e......
25 Intersection Work
--------,-.
26 CO # 3 - PO #45-63794 - Median Soil Replacement
27 CHANGE ORDER # 4 ADDED WORK
.
$
$
$
$
$
u.________
$
$
$
$
$
$
$
$
----------.-
$
.-----
$
$
$
$
$
$
$
$
$
$
Total Value
$
$
$
1,600,000.00
--...-.--- -- ---
3,200,000.00
- -"'..... -.--.----
1,930,000.00
--.---.-.-,...-.-....--
150,000.00
190,535.43
830,816.97
-----
750,000.00
700,000.00
320,000.00
.- ---.-..... ----
824,759.22
"'_. ____,',____ _"',..._ H"'''
1,108,153.00
1,700,000.00
408,909.09
1,580,134.91
"'......---...-
32,000.00
44,947.78
~_..- --'-
750,000.00
,'-.'-------.
15,365.25
2,650,368.55
"'. -- -.-.',.'-..
440,625.00
-,..,------ ..---., ----.....,
10,000.00
31,090.91
782,465.91
-...,-.--..--..
1,888,315.80
--.--- -...
303,706.63
965,869.67
23,208,064.12
!
Agenda Item No. 16B7
December 2, 2008
Page 7 of 68
-i 1MMOKALEE Road 1-75 to Collier Blvd - Project # 66045
- , ,
!e..... . -
- .. - --....-.
Item # , SOV . ~. UM Qtv sov
...'-- T , i "_.'.- -- --.--
,
1_ i -- Design 1.600,000.001 _.,._--,.,-
0 1
?',2()O,OOO.OOj -- ,-.--.---
0 2 Mobiliution
~~.-
0 3 MOT 1.93U,OOO,(J{1
_.,._-~----
0 . Erosion Control 150,000,00
- Field Office 190.535.43
0 5
----,-- 830,816:97 -_.__._.~-
I. 0 6 Oearingand Grubbinp; -
0 7 Earth Work & Stabilization /:10,000.00
~._- .
0 B .ase 700,000.00
---""'- MUIIDg 320,000.00 -----
0 9 ......
1 0 Structural Asphalt 824,759."21
1 1 Frictional Course Asphalt 1,108,153.00
Miscelaneous Concrete & Underground l.7{l(),tJlllWOI -----
1 2
.. i i IBRIDGE WORK NORTHBROOK DRIVE [.5
. .. . 1 19,025.10 :
1 3 Pedestrian Bridge & Path 408,9U9.09 -
... 1 . Roadway Concrete 1,5BO,J.?>4.Y11 ...........
- Miter End Sections -.
1 5 32,000.00
---- I Guardrails and Fences ---.....-...
1 6 4t947.7t1
--- . 1 I 7
Finish Soil Layer & Grassin~ 750,OOO.fJO
1 I 8 . _.._.~.._---
1-. Parlnermg 15,365.25
I 9 Signalization. Lightin~ Striping. &: Signs 2,650.361:1.55 -.'-"0"_'
1
. , . , ! , -..---..-
[BRIDGE WORK NOKTHBROOK DRIVE i 1.5 1 147,87781 ~
2 0 Roadway LightinJ!; Upgrade/ Replace O,U(J!
-".". .-....- -
2 1 Valoe Added tor Lighting/ Si~aIization 440,6b.OOI
2 2 Structural Added Value 10.000.001 .-
-. Concrete Added Value
2 3 31-090.9"1
--.-. Asphalt Added Value
2 . 782,465.91
-,,- 5 Intersection Work
2 1,888,315,80
-.-.--.-- -,-------.._-
.. ,PHASE II (ITEM F) - BRIDGE NORTHBROOKDRIVE 1.5 . 1 Y.71621
-. bid- OIANGE ORDER # 3 (top soil median) m
303,706.63
TOP SOIL LS 1 303,700.63
2 7 CHANGE ORDER # 4{ bridge, utility design, utility work, ethernel liWitches, & DancingWind Sign) %5,869,67
EATHERNETS~CHES LS 1 5,764.43
ILLUMINATED SIGN IDANClNG "~ND LANEl 1.5 1 1,804.20
BRIDGE WORK NORTHBROOK DRIVE LS I 558,271.92
UTILITY DESIGN L5 1 78,382.25
UTILITY WORK NORTHBROOK DRIVE 1.5 1 319,069.43
MANHOLEADWSTMENT 1.5 1 2.049.44
SIDEWALK REPLACEMENT 1.5 1 528.00
i. , i Tolal Project I 2.\208,064.12
.
NOTE: For information purposes only.
J
.
.
.
,.
Agenda Item No. 16B7
December 2, 2008
Astaldi Construction Corporatiorrge 8 of 68
Up Grade Switches from RS232 to Ethernet
Item DecriDtiDn Unit Quantltv Price Total
101-1 Mobilization LS 0 $ - $ -
670-5-110A Ethernet Switches LF 5 $ 1.152.89 $ 5.764.43
I I
TOTAl.
$
5,764.43
-.S
SUbtotal $9.03
10"kMattc.up 50.90
TOTAL EQUIPMENT $9.93 $ 9.93
--
I Material
Desert lion Units UnltPnce Quanti TOTAL
Lime Rock TN $11.74 0 5000
$00.00
$0000
$0.00
50.00
$0.00
Sumatal $0,00
6% Tax $000
10%. Markup $000
TOTAL MATERIAL '000 ,
.
Agenda Item No. 16B7
December 2, 2008
Page 9 of 68
1m'
670-5-110-A
I LABOR
C,," unit R... OTRate 51" "tTlme OverTime TOTAL
Pro'ec:t Mana er H' $5144 n" 2 0 , 10288
MOT SUoervlsor H, 524.00 536.00 0 0 , .
0 ""or H' 525.00 $37,50 0 0 ,
o eralor H' $25,00 $37.50 0 0 , -
Doerator Driver H' $1800 527,00 0 0 S
Sml-Skllled H, 51400 $2100 0 0 S
Smi-Skilled H' 514.00 52100 0 0 S -
Labor H' $12.00 518,00 0 0 S -
Labor H' 51200 518.00 0 0 S
, Subtotal , 10288
55% Burden , 57.51
25%G-Cl , 40.12
Subtotal , 200.62
10% Markup , 2006
TOTAL LABOR S 22068
$ 220.68
r Equipment
Deserl tion Model Unit RaCII OPRate Standb Hours Idle TOTAL
Plcku !Fora FI150 H' 52.83 $6.20 5142 1 $9.03
Plcku IMOT F/450 H' $0378 58.50 $1,89 0 I $000
E:xC&vatorfRubberffl VOlvo H' 558.21 $497f:J 129.11 0 5000
Loader C.t H, S26.08 $23.95 513.04 0 $000
Safe! MIs EA 51.00 50,00 SO.50 0 $000
Small Tools M" EA 51001 $0,00 SO.50 0 50,00
Dum Truc' Mac H' $8.52 18.5 $4.26 0 $0.00
SO.OO 50.00
$0,00 $0,00
r Subcontracts
Descn DO Units Unit Price Qu.n TOTAl.
EthemetSwltehes LF $1,054.06 I S S5.270.3Q
I $CLOO
$0.00
I t $0.00
I I I I 50_00
I 50.00
SU13lotal S 5.270.30
5% Markup $ 26352
TOTAL SUBCONTRACTS $ 5.533,82 S 5,533.82
Subtotal , 5.764.43
Ui% Bond $
$1.152.89 TOTAL $5,764.43
.
Lf
.
.
.
Agenda Item No. 16B7
December 2, 2008
Page 10 of 68
s
.- .
--
.
Rorln ProjeCllD:
Bid Itmn :
Our Job :
QusnIIly:
IloocrlpIlcn of Work:
LABOR
FDITI1an
L_
LebonIr
Burden
AI__p
IIATERIAL
RS232 Uodllm
Bhemet_
A1101n1l1e IUrIwp
SUBc:oNTRACTOR
EClllIPII!NT
Ptck-up(I-Ton)
e.._ Truck
G........
AII....bIe M8rkyP
TOTAL COST
LABOR
IIATI!RIAL :
SUBCONTRACTOR:
EQUIPMENT :
INSURANCE & BOND:
HlghWll)'~ om-. Ill..
1.125 Old US.1
Ft. II,.... FL33012
_....11.
Co/lllr Cowtlar IIG045
81O+11OA.
1388
5.DO EA
Chengu from RS23211_'" EIht...tSwflch..
ran Hog... U!lo
0.0 MH
0.0 MH
000 MH
MH
Till<
< $5D.ooo.oo
~ $5D,lJOO,00
HOURS
HRS
HAS
LS
HAS
Total c.t
1,00 EA
1.00 EA
EA
EA
EA
EA
EA
EA
EA
UIbar_
$23.84
$14.00
$14.00
$0.00
.....1_
17.5%
TOI8I Labor
c.. $1,275.00 ,
$2,245.06'
$0.00
$0.00
$0.00
$0.00
$n.oo
~$O.l)O
C. /0 ...."...
10 '1. Al"_",
Talat II..."",
10.00%
5.00%
luul.~,........b.o.
RATE
$10.00
$43.48
$3.00
$n'oo
10.00%
TOIII~
'1.&0%
Unit Cost
Agenda Item No. 1687
December 2. 2008
Page 11 of 68
01121/2008
_Ion
$n.DO
$0.00
$0.00
$O.DO
$O.DO
$0.00
$0.00
$ll,oo
(SI.m.oo)
$2,2015.00
~:: '170. b 0
$0.00
$0.00
$n.oo
$0,00 rOo .a c
-,;;)Q. g
_ (0..1
$4~7/,o.:s8'. a.[f'
$0.00
$0.00
$0.00
SIl.OO
$0.00
$0,00
$0.00
$0.00
$0.00
$0.00
foI~~/U8:I{S"
$0,00
$0,00 - S"
__ I~. 0
_ 51.191....
....-- ...
Q '..OS"'). oC
b
.
1
2
3
4
5
.
Agenda Item No. 16B7
December 2, 2008
Page 12 of 68
Replace Illuminated Sign Panels
ASTALDI CONSTRUCTION LABOR
ASTALDJ CONSTRUCTION EQUIPMENT
ASTALDI CONSTRUCTION MATERIAL
SUB CONTRACTORS
BOND 1.5%
TOTAL
.
$221.55
$22.62
$0.00
$1,533.37
$26.66
$1,804.20
(])
Agenda Item No, 1687
December 2, 2008
Page 13 of68
.
Astaldi Construction Corporation, Inc.
1536~2 Coltler Blvd
Napl.., FL 34119
Owner: Collier County
Job Name: IMMOKALEE ROAD 1.75 TO COLLIER BLVD.
Owners Job Number: 66045 DATE: 1/25/2008
CONTRACr NUMBER: 0S-3no
DESCRIPTION OF WORK:
Bid Item # 699-1-1 ReplacB Illuminated Sign Panels at Dancing Wind Lane
(PrevisDuly Bay West Nursey)
MATERIAL: EQUIPMENT RENTAL:
I Unit I Unll I f Hours Rental I Rental EOE EOE
Quant. Descnotion Price Extension Descrintlon RatA Extension Rate Extension
0.0 $0.00 $0.00 2.0 F/250 $3.78 $7.56 $6.50 $13.00
0.0 $0.00 $0.00 0.0 MAC DUMP TRUCK $6.52 $0.00 $18.50 $0.00
0.0 $0.00 $0.00 0.0 RIT EXCAVATOR .$59,14 $0.00 $36.80 $O.oD
0.0 $0.00 $0.00 0.0 WA320 LOADER $20.78 $0.00 $15.90 $0.00
0.0 $0.00 $0.00 0.0 ROLLER 520.78 $0.00 $15.90 $0.00
0.0 $0.00 $0.00 0.0 SMALL TOOLS $1.00 $0.00 $0.00 $0.00
0.0 $0.00 $0.00 0.0 WATER TRUCK $6.52 $0,00 $18.50 $0.00
0.0 I $0.00 $0.00 0.0 3tN CENT. PUMP $0.96 $0.00 $0.00 $0.00
0.0 $0,00 $0.00 0.0 BPU3445 PLATE $2.67 ' $0.00 $0.00 SO.OO
TOTALS $0.00 $7.561 $13.00
II
LABOR:
Craft I Regular Regular 56% Regular II Oventme O.T. I a.T. O.T.
Names Rete wlBrdn Total Hours Rat. wI Brdn Total
JOHN KINCHEN ~I 2.01 $20.60 $32.141 $64.27 II 0.0 $30.901 $48.20 $0.00
SA. CARRIO 2.0 $11.00 $17.16 $34.32 0.0 $t6.50 $26.74 $0.00
F"> CO LEDEZMA 2.0 $tO.OO $15.60 $31.20 0.0 $15.00 $23.40 $0.00
VELASOU=:> LA 2.0 $11.00 $17.16 $34.32 0.0 $16.50 $25.74 $0.00
- 0.0 $0.00 $0.00 $0.00 0.0 $0.00 $0.00 $0.00
0.0 $0.00 $0.00 SiO.OO 0.0 $0.00 $0.00 $0.00
0.0 $0.00 $0.00 $0.00 , 0.0 $0.00 $0.00 $0.00
0.0 $0.00 $0.00 $0.00 0.0 $0.00 $0.00 $0.00
0.0 $0.00 $0.00 $0.00 0.0 $0.00 $0.00 $0.00
0.0 $0.00 $0.00 $0.00 0.0 $0.00 $0.00 $0.00
0.0 $0.00 $0.00 $0.00 0.0 $0.00 $0.00 $0.00
0.0 $0.00 $0.00 $0.001 0.0 $O.OD $0,00 $0.00
B.O 0.0
rOTAl.S $164.11 $0.00
SUBCONTRACT: Conereta, Asphalt, & Paint SUMMARY: SUB.TDTALS
MATERIAL COST: $0.00
Quant. Deseriotion Unit Price ExtenslOrl 6% SALES TAX: $0.00
1'~IReplace U1um Sign LS $1,327.59 $1.327.59 TOTAt. MATERIAL- COST: $0.00
O. $0.00 $0.00 10..... MATERIAL- MARK.UP: $0,00 $0.00
0.0 $0.00 $0.00
0.0 $0.00 $0.00 REGUlAR LABOR: $164.11
0.0 $0.00 $0.00 OVERTIME LABOR; $0.00
0.0 $0.00 $0.00 SUB-TOTAL lABOR COST: $164.11
0.0 $0.00 $0.00 25% LABOR OVERHEAD COST $41.03
0.0 $0.00 $0.00 1CW. MARf.;.UP $16.41 $Z21.!l5
0.0 $0.00 $0.00 EQUIPMENT RENTAL COST; $7.56
0.0 $0.00 $0.00 EOE COST: $13.00
0.0 $0.00 $0.00 TOTAL EQUIPMENT COST: $20.56
OTALS $i.327.!lEI 10"1. EQUIPMEN'TMARK"UP; $2,06 S21.6Z
eUBCONrRACT_CDST' ,-------.l1...327.59
SUBCONIRACI MAH".Ut' 1U'Yo ~l,j':.fl;l
5% MARK-UP $73.02
SUB-TOTAL .$1,533.37
. Bond 1.5% , ""..,
TOTAL COST: $1,804.20
--".
8
.
HIGHWAY SAFETY DEVICES, INC.
&180 1llIn.y Road
T....~ F/orIcIII33810
(813) 79-1!151l Fa: (813) 751-D!12<l
F....nclal Project No:
8idU"m:
HSD#:
aUlnfily
Un~ Of MOlI8W1l:
Desaipfion:
6604S
599-1.1
139S
2
EA
Rep!acellluminal8d Sign P.....
Agenda Item No. 16B7
December 2. 2008
Page 14 of 68
0712212008
l.AIlOR
Superviaion
Fllf1IImIn
I.abor
I.abor
Man H"".. UIs Labor RBis
UH
2 MH $27.50
2 UH $11.00
MH
~bor_ 44.1110%
_M._ 17.11%
To,,"' Lobor
1IA1'ERlAL
Sign Ponel
2 EA
LF
LS
LS
$413.00
TIIX
AI_1Iullup
7%
17.51l%
To,,",_rlol
.
SUBCONTRACTOR 1- of Bub/lllIoocrlpllon of Workl
Extension
S(].OO
S55.oo
$:22.00
S(].OO
$34.03
$19.43
5130.46
SS26.oo
$0.00
$0.00
$0.00
$0.00
SO.OO
$57.82
5154.67
51,039.49
LF S(],OO
LF S(].OO
LF $0.00
LF 10.00
LF 10.00
LF 10.00
LF SO.OO
< $50,000.00 1D.1lO% SO.OO
... $-IiCJ.OOO.OO J: IIftII.l. !:tI 00
T0I0I8u__ $11.00
EQUlPIIEIIT
On Highway Truck(1 TllI1)
Buckel Truok
HOURS
2 HR
2 HR
HR
HR
HR
_.......,. 17.-
ToIol Equipnwnt
RATE
$25.16
$34.00
TOTAL COST
LABOR
IIA 'IERJA1.
SUBCONTRACTOR:
EQUIPIIENT ;
INSjjRANC~OHP.lj~)---'-----------~-'-M%
TDIoI~
Unll~
.
Rev: _ 2llO8
$50.32 .
S6B.00
$0.00
SO.OO
SO.OO
$20.71.
$139.03
$130.>46
51.038.49
SO.OO
$139.03
.t1~:6:
1,327.59
lIII3.TlI5
(i)
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lay Cross
Agenda Item No. 16B7
December 2, 2008
Page 16 of 68
'0.
Mark Wiseman [mwiseman@cte.cc]
Thursday, June 19, 2008 8:11 AM
ccross@astaldiconstruction,com; JACK MORGAN
Sign Change at Dancing Wind Lane
~bject:
Dod Morning Clay',
~r our earlier conversation, the County has reviewed and approved the sign change you submitted for Dancing Wind
me.
ease let me know if you have any questions or comments,
[ark T. Wiseman
'Oject Administrator
)nsulTech Construction Management, Inc,
i360 Collier Blvd,
)~ 1
3ples, Florida 34119
'fice: (239) 434-2500
IX: (239) 434-2511
~II: (239) 280-6497
~xtel: 159"26"5102
Nisemani1i1cte.cc
.
.
1
_ __LL
Agenda Item No. 16B7
December 2, 2008
Page 17 of 68
~ ! "--_. ~
- PHASE III WORK ITEMS
.__0____________ -+---, -_._.._.,....".._---+-~_.__.-
~ -_..._...~.._.._--
UNIT UNITS PRICE TOTAL !~_._.~
PAT ITEM # DECRIPTION ,
BRIDGE INSTALLATION LS 1 $443.247.62 $ 443.247.62 _'_H .. -.......-
BRIDGE ~. .-.., .. -"'~
DETOUR PHASE III DETOUR LS 1 $ 20,164.79 S 20,164.79 ,
TEMPOARY BARRIER WALL (F&I LF 625 $ 7.75 S 4.843.75 INCLUDES LIGHTS ~ .
102~71~11
FLOATING TURBIDITY BARRIER LF 400 $ 5.25 $ 2.100.00 ,- "'..- ~
104.'1~1
120-1 EXCAVATION REGULAR CY 268 $ 16.75 $ 4.489.00 CULVER(REMOVAL
120-<; EMBANKMENT CY 143 $ 10.50 $ 1.501.50 .
160-4 TYPE B STABILIZATION (12"1 SY 1132 $ 14.15 $ 16.017.80 -. ...".'-"'-'
575.1 SODDING (WATER AND FERTlLlZER\ SY 1624 $ 2.23 $ 3.621.52 - ~
285~ 709 BASE GROUP 09 SY 810 $ 22.50 S 18.225.00 , ....
286-1 TURNOUT CONSTRUCTION SY 70.25 $ 15.93 $ 1.119.08 I...-...~ ..
327-70-5 MILLING ASPHALT (1~) SY 840 S $ _.0.
~
331-2 TYPE S ASPHALT rN 144.8 S 121.00 S 17.520.80 jf,itUJDES FUEL & Bft
337-7-3 FC-3 ASPHALT TN 143.4 $ $ INCLUDES FUEL"S,BIT
425.'-511 INLET TYPE C <10' EA 2 $ 1.575.00 $ 3.150.00 -...1 .. ...
43{)..171.225 PIPE CULVERT (18"1 LF 185 $ 27.50 $ 5.087.50 I
--...1....-
430.982125 MITERED END SECTION (18"\ EA 1 $ 1.500.00 S 1.500.00 !
700"'0~ 1 SINGLE POST (<12SfFJ EA 1 $ 325.00 $ 325.00 .... --..,...
PAVEMENT MARKERS EA 120 $ 4.50 $ 540.00 '-"- ! - -,- ,-
70B-3
710-11.121 6" SOLID WHITE LF 654 $ 0.45 $ 294.30 ~
710-11.166 MESSAGE WHITE EA 1 $ 40.00 S 40.00 T
110.11-170 ARROW WHITE EA 1 S 40.00 $ 40.00 suss , $29,3~9.~5.
710-11-221 6" SOUD YELLOW LF 1191 $ 0,45 $ 535.95 .....-.
710-11-224 18" SOLID YELLOW LF 160 $ 2.10 S 335.00 ......
INDIRECT INDIRECT COST LS 1 $ 66.762.68 $ 66.762.68 ,
DEMOB DEMOBILIZATION'" Remobllization LS 1 $ 7,307.7' $ 7.307.74 ....
DOWN DOWN TIME LS 1 5107,880.76 S 107.880.76
, $ 726,640.80 _...
1- -.....--.-. '--'-"'- -...-.- ..,-- -~ .".----. _....._--.--------,.--~---'-
AmountCoverecnn Contnlc:t $ -... '176,61"'9:21"
ltt~-- . -,..,._,,_'" -----.-- _...._._.~-- -,-- --'---~---.-- ___._~~_~9!.9_r:.c!~fN~~.!~L~~-~: ~ $ 550,'021.69" _.._.._--~-_._.- ......--
.. ._---~_..- -..-.-- ...,,- ..~ ----.-- _____--------1-____.,
~CJ~~ ~~_~~~.~9~g!~!J.~~_!.__ , $ -_...._~------- 8,260.32 ..----~--. ---"...,_...
, -To!lii-Chan'ge 6ider.Requir.'d-~55B,27{92 -, --.. "'-----.-- -- .........-....---.--
--~.._._....._.....- --..---....---.-..."'.-.........--...........--.-. .~--...._.."......_..... ..................._...~--_......_._. --....._---+_..... -----...- . _.--.....~-_.__."'.
--...-..-... ,---....- ._._----_..~-- ......------ ,,-...--.."..'---"-- --- -------........ -----.....- ......-.------"...- . ...-...-.' .....-....--'--.-
Thisincludes~el<i:;:a .cost topeifonn workbevol'ld contractifme-and ImpactCifTroplcal Storm FAY ."-'- . ---,~
.
J:).
.:.....
BRIDGE
.1~HO.LJ~,.IiHlF~S;
3 weEKS ~ 1ea HOURS EACH'
'~(l~~_'II"uqJrnenl
Pumps =
OTFUa
1'1111
.01
$3750
533001
533.00
S33.00
52700
S2400
52401.1
$1100
52100
LABOR
Unit
RII~
$3750
53500
$2500
52200
S22.00
S220:;l
$1BOO
$1600
516,001
$140ClI
Jil<:OO
Cmt
SUPERTENDENT
FORMAN
OPERATOR
CARPENTER
CARPENTER
CARPENTER
OD81't1torOnl'er
$mi.SkfJI"d
Sm~Skllle<l
""'"
",,",
",
",
H'
HI
HI
H,
H'
H,
HI
HI
H'
Equipment
De.en lion Mo/31l1 ""' '"n,
PieltulF(!(d ,so H, $283
PIckuP/Ford 25' HI S378
"'",..l.CK HOEl300 CA> H, 55621,
CRANl;1200,Qt; ,$ ,
CRANE135 TON CS ,
Vl8ROIHAMMER CO ,
Lial\lPlanl H, 526!i1
Lio~Plllnl H' S2nRI
LlohlPlenl HI $26,,1
LlonlPllIl'lt H, $26('
Dump Truck MOO H, sa ~;
W..'e,Punll 3[1A~ H, 52215
WII1",PunD 3D"~ H' $2216
Wal8rPUnll 3a4~ H' $22 ,~
WelerPUI'ID :lOAf ", $2215
WlIlerl'>unl> :lOAF ", $221(i
WII.rPun 14AF H' 52216
~!;l~~i~~ \OI1~r~~~~n1r._t.>~~!if:e:~i'rite, ~_~-c'osi__ __"
-....~..-...:.....-
Material
OescnDtlon
:Ojl 1 DAM M,II, Ti';f{jjl..Li
8111111~Raek I
SHEET PILE
,II,D524'
C 900 24"
GROUT
NCRETE FOOTING
FORhllfi
FCUR8
PAR,II,PHET WALL
PEDlfUCYLE' RAIL
SiDEWALK
Units Unit Pn~
C"- S~ 2;'
C"- $;>050
SF 542;'
LF ~HiG~'
ll'l!!rl I I.F $11,00
CY $100lKi
::'!' $12500
LS 5111000
,I-" $127;'
LF S3750
LF 53680
S'" $27f>D
:S-n~~60_
ee,c:nobon
AA Tnreklna
Trucking
Unll~
H'
Ull,tPnCt
s.coo
.
OPR..te litlnab
$€-201 $1411
5S 501 51 8~'
S49nl $2911
5000'
I
san
S872
S872
R,n
S1~ f,(l
S'6;26
12G26
$20;, 2~
$28.281
$26211
52828
Slf'lhlTimtl
,GO
16U
'"
1111
128
'"
m
1211
126
12B
~ 28
54](.1
511.081
~1 1061
511 O~I
SHoe
$1106
51100
OvtIrTu,...
"
,
"
"
"
..
"
..
..
..
"
""bIOl..1
56% Bu".;~l'.
Sub;Dtal'
d'tC'-25%"
_ .~,~IQ:r~L uul6!<
Hellrs l(flll
'"
'"
,eo
,
28~1
''''
'"
'"
16Dj
()I 504
n 50.;
"" I
""
SQ<l
SO,
~ll~lot!l
TOTAL EQU!PMEr-..,-
UUlln111V
:~6 it>
,e8
5000
"'"
"'"
"
'"
,
1(,(i
10C
"
"
__,",,!J10llll
B~'!.,,~,
TOTAL MATERIAL'
eul"tm.
23:;>
Agenda Item No. 16B7
December 2, 2008
Page 18 of 68
".
,
"
"
"
"
"
,
TOTAl
6.000001
560000 '
5.60000
4.112800
4.9250::1
4,fl2!lOO
4.03200
35&0:,00
3.51.10400
3,:3,8.00
3.13600
049,456.00
iie95~6
i7.1:;13G
19.i8'n~---
96<43920
- .---s-
96,43S.2(f-
,
,
_.$__..
TOTAL
$'44480
$164480
S1717360
537.00000
53,600.00
5450000
H240"l4
S3240<44
S324044
$320400404
~~ 323-20
s5.58432
~.;,5B432
S:>'" 4~3 7e
52441376
S2<4"'1376
S2441376
.___$'!..8_1,S!,184
4 dav It(Id
101 d_IlYal:id
4dlly_dd
~daJ~~:
stllndbv----->
5'mndtlt
519'.57'84
191.571.U'
TOTAL
S16687.~O
$3.:mOO'J
$21.25000
lo;;[,i!)Q(;
.\o~.50ClIJo:C
STooOIX'
S300CXl.0"
$111000
$~ (140 02,
!;{)OOoJOO
53.38';'60
5', 70S O~
~!l7 .6~\4 1 (:
~Se5e~.
~'D3'35'-;~- - S
103,.c!i:i.l!i"
"
,
T01AL
1O~ODl3dayaOd,
$000
EJO[I
~ltlllLlUII
10'>0 S"l>C=$ci:~~ -Moi'-,""p
"'....,-.-...S'\:/;.<.D~U,-)-..-~;'.4:-,:'Ci
'--:iQr~~~':'Il~_~~i~!S, ~ '1.44&.2l'
" <<~{, i'r"
S"bl'ltill $-'
'O./~_~~w:'. ,.S
40295239
,_.4_~,29~239 ,
TOTAL
'443.247.62
[3
.,~
C'""
SUPERTENOENT
FORMAN
MOT SUPERVISDUR
CARPENTER
CARPENTER
CARPENTER
O13eralorDriVilf
Smi-Skilled
Smi-Skllled:
Labo'
La''''
DETOUR BRIDGE WORK
4 WEE.K MAINTAIN@32hoUrlperweeK
.....-..""".-...-......... . -- ........ "........-r- '
LABOR
Unit
H'
H'
H'
H'
H'
HI
H'
H'
H'
HI
H'
Rate OTRete S.,
53750 NB
$3500 ""
$25.00 $3150
$:2200 $3300
$22.00 $3300
$22.00 $.3300
$1800 $2700
$16.00 12400
$1600 $2400
$1400 $2100
$14,00 52100
-"-~-_._~ "..~~2."
o...t1rllmt!'
o ,
o ,
o ,
o ,
o ,
o ,
o .
o "
o ,
o ,
B "
Subtotal S
-------:--- -56% 8l.Jrd~~S---'
-..--------------sUblobil---- $.
----.----,- G&025%---- f--
--~-.-.TQIA~J..As6~___~
'....'..------'1".--
tTime
o
o
12'
o
o
o
o
o
o
'"
128
Equipment
-" on .0.'" Unll Rele OPRllte Stand HDUr'5 Idle
PickupfFord 1$" H' $283 $620 $14Z 0
PickuP/Foro 2" H' $378 5650 $189 1281
TRACK HQEI300 CAT H' S5821 54975 $2911 0
CRANE1200 TON LS SQOO
CRANE135 TON LS
VIBRQIHAMMER LS
DumoTM..Ick Moo HI S8521 15:11 $426 0
, "00
"00
Material
DNeription
SIGNAGE. I
MESSAGE BOARDS I
Dtl~n l>OIl
Subcontracts
Unihi
U"""
UA
DA
unllPn~
$025
t-2500
UrrilPnC1l
_._~"",-"."_..-' "-"_._~ -~----_._.,._-,
.
____ ~_r--__,~p_tot~1
_ _____:!.ETAI.~au!!"MENT
TOTAL
3 200 00
, 79200
1.96000
6,95200
3(193'1'2'-'---'
_1_().~;.1?.;.~,__..__
2,71T28'-,----
--,------_....-
1:3.55640
- - .....-------s-"
--13.556.40~--'-
TOTAL
sooo
:5U1584
"00
"00
"00
$000
'000
$~OO
"00
""__~1:3_!?,~
51.315~_,,___ s" ----~1_:3-r6-".i4
-...-......... ,'.----------
ul!Inh
~02['
120
TOTAL.
$25500
5300000
"00
$000
$000
'000
"00
SOOO
1$.0,00
"00
TOTAi:-""t4.TERIAL ...
"""n'
,
,
SUDlotal S
10%, Su~C(;nlractor -"1~~Up~$"
-~-_._. -~~_~.,..5j,~__~~~u~_-'" S
'TOTALSUflCONTRACfS
$345030--" . f- ~.tsO.30
TOTAL
"00
5000
"00
"00
-:f"'--
----- -'"OTAL"'-'''
$20,154.79
Agenda Item No. 16B7
December 2, 2008
Page 19 of 68
II.{
.
.
.
I Indirect Cost
FOOT Specification 5-12.6.2.2
0= A*C!B
Where A = Original Contract Price
B = Original Contract Time
C=8%
D = Average Overhead Per Day
$ 22,365,498.91
804
8%
$ 2,225.42
Days 30
$ 66,762.68
Agenda Item No. 16B7
December 2, 2008
Page 20 of 68
IS;
.
~.
BRIDGE
".___-L_____~~.~oemobl~i'lati~j___~_-._L:====
I I Cost to Demobilize Equipment + Crht COIl
OT Rate Stral hI Time OYer 111M
ru8 B 0 S
nla 8 0 $
$37.50 8 0 $
$33-.00 ODS
S33.0D B 0 S
$33.00 a 0 s
~7m 0 0 $
$2400 a 0 $
S24,00 80S
521,00 B 0 S
$2100 B 0 $
sublatsl. S
I 56%Burt:len ."S'
-------.-,------~------.----...- -~-- .----~ SUbtotal--- $
~._,,---~--.-.--'".-.--. ---------..---,.---"" - ......-., -..--..--.... '-G&(j'25~;;;--~ i"
---==____ --~---,,--------- ,-------....- TCrrACL-.A8_c)if" $__
._.~~_._.-
Craft
BRIDGE SUPER
BRIDGE FORMAN
OPERATOR
MOT Su ervt&10Uf
CARPENTER
CPo.RPENTi:R
o erator Dnver
Sml.Sklllea
Smi-Skilled
Labor
Labor
LABOR
Unit
H'
H,
H'
H'
H,
H'
H'
H'
H'
H'
H,
E.quipment
Desert lion Model
Pum 104
Pum 30
Track Hoe CAT
Track Hoe
CRANE!35 TON
VIBRO/HAMMER
DumDTruck
Material
OeStripllon
FILL DAM MATERIAL
SHEET PILE
24" FLOW PIPE
GROUT
QIIlCRETE FOOT1N
FORMS
F CURB
PARAPHE'T WALL
PEDfBlCYLE RAIL
SIDEWALK
,
..__.._._._~~
Rate
$37.50
$35.00
525.00
Si22,00
$22,00
$22.00
$18.00
$15001
$16,00
S~4.00
$14.00
t
Unit Rille OPRate Standb """" ldle
LS $125,00
LS $125.00
lS $750.00
LS SiO.OO
LS
LS
H' $8.52 $16,50 $4,25 a
$0.00
$0,00
Mac
UnIts
CV
SF
LF
cv
CY
LO
LF
LF
LF
$Y
Subcontracts
Oe$t:ri lion UnlU
.
Sublot!ll
Remobilization
fOTAL-EQUIPMENT
--.....- -...
Unit Price
$6,25
$4.25
51500
$100.00
$125,00
S1.11000
512,75
$37,50
$36.aO
527_50
,,,",,,1Jt
a
o
(l
a
a
a
a
n
a
a
SIJblo1i11
- 60~ ia;--'
. ',.OTAl.MATERIAL ---
----.-.----.--------.--'-
UnltPrL;;:e
Qu_nlt
I
I
SubtOlal S,
'O"~ subcontractor MarkuP . $
- --- - ~,~_-.-~~,~~ik.t;p~:- $
TOTAL SUBCONTRACTS $
Agenda Item No. 16B7
December 2, 2008
Page 21 of 68
+-
,
,
. .__--1-.-
,
TOTAL.
300.00
2BO.DD
200,00
17600
176_00
128,00
12B,oo
112.00
1U.OO
1.612.00 .
-~-----9oi,7i-~-- .--------
2.514,72 .-.---.-,-
- 628'68'--- - -----,,--.--.-'-.
3.14340
----.--.S'
3.143.4D~-'"
TOTAl.
$125.00
$125,00
$750.00
so_oo
$750.00
SO,OO
$0.00
$000
$000
$1,750,00
-$(75000
$3.500,00
.s----
3,500.0tr'--
TOTAL.
SOOO
SO 00
.$0.00
$0,00
.SiO,OD
SO,OO
50,00
$000
$0.00
SO.OO
$0,00
~ $O,99~__
SO_DO
'-s-
TOTAL
$0.00
$0.00
SO.OO
$0,00
.s.
Subtotal
.,:'M~~~~L!~_
s '6~fj4340
"S~-~_-~~64:'j4b-=--=-=--
TOTAL
$7,30i.7~.
ICo
""'
BRIDGE
.
00",," Tlm. dilllyColt
LABOR EOUillmll!III.ndplI!nonnel
Crart Unit Rate OTRA:te ."" tTime Over lim. TOTA.l
SRlDGESUrER ., $400 "I. S 0 , .!lS3,60
UTU.ITV~PfR "' 537.91 "I. S , , 303.28
OPERATOR ., $25.00 537.50 , 0 ,
MOTSupenmQf ., S2~.OO 5,>3.0{] 0 , ,
CARPENTER ., $22.00 snoo 0 0 ,
CAR"ENT~ .' snoo $33.00 0 0 ,
011...1110. DtI\M"r "' $18,00 $::<700 0 0 ,
~mi.Skllie-t! "' 51600 524.00 0 0 $
Smi.Skllft!od ., $16.00 $24.00 , , ,
l.lIbor ., $14.00 521.00 0 , ,
LDoor .' SKOO $21.00 0 0 ,
Agenda Item No. 16B7
December 2, 2008
Page 22 of 68
" Subtotal , 6S~.8S.
5&% Elurti..n , 367_85
Sublet.1 , 1,024.73
S 1,024.13
!Evulpment RENTAL
Oncrtptlon Model Un' Rate OPRale Standby HDUB Idle TOTAL
Pump ISO ., 52.a.! 5620 51.42 0 $O,DO
""mn 2SO H, S~.7B 56_SO 51.89 , 50.00
TRACK HOE/300 CAT "' 558.21 $4975- 5791] 0 $0.00
Pumll " 50.00 SO.OO
CRANE/35 TON " 50.00
" 50.00
Oum~lrUGk Moo "' 58.52 18.S 54.2-6 0 50.00
$0.00 50,00
50.00 50,00
Sublot.1
50.0C
TOTAL EQUIPMENT
SO.OO
.
I EQuipment
DesCription Model Unit .... OPRllte Standb HOUri Idle I TOTA.L
Pi<:kuc/Ford 1SO ., $2.!13 $6.20 51,42 S I 572.24
Pi~kul1lford 150 ., $283 $6.20 $1.42 S 572.24
TRACJ(HOE/300 CAT "' 558,2) 549.75 52911 0 1 5232,801
OlANE1200TON " sooo 50,00
CRANE/3S TON " $000
VIBRO/HAMMEIl " 50.00
DlJ"'oTr"t~ M" ., 5852 18_5 "" 0 SO.OO
$0.00 50.00
50.00 50.00
"I.ltltoal
5377.32
TOTAL EQUIPMENT
$3n_32
.
.
3n.32
,CURB I ,. 51275 C $0.00
PARAI'Hr'" WAlL ,. $n5fJ c $::1.00
peO/SIC'!'UIlAL " S36_BO , $O,otl
SlDEWAlr. I S> $27.50 P $0.00
~ubtolli
$000
50.00
6%i,).
TOTAL MATERIAL
$0.00
Subcontracts
o.scriDtion UnlU Unit Price Quanti TOTAL
50.00
$0.00
50,00
5000
SIJbtotBI
10'Jl. Subcontractor MBr!;up
5% MukIJp $
rOTAl SUBCONTRACTI S
.
Subtotal
10 % MARK UP
Augun 18 to September 17, 2008 = 30 days
TOTAL
.
1.402.05
NO MARK UP
30
$<42,061.58
II
Agenda Item No. 16B7
December 2, 2008
Page 23 of 68
)rm._.._~ BRIDGE
..
. I Dvwn T_ dilly LoM
LABOR IEfI~t~dp;",.".1
Cratt Unit .... OTR_ta ...., tTI_ O....rTime TOTAl.
BRIDGE SUPER "' S44.20 ",. . , , 3S3,(,()
\mtln'~UPER "' 5,7.91 "'. , , , !(l3.28
OPERATOR H' $]S,!lO $37$0 0 0 ,
MOT5up.......:Of H' 52200 $:!3.GD 0 0 ,
CAAPENTHI H, 52200 $:3.00 0 0 ,
c.AflPENTfR H' S21.oo 5.33.00 0 0 S
Out>r.'''rD''~D' H' $18.00 ~noo 0 0 S
Sm~!>kllj..cf H' 516.00 $1-4.00 0 , S
;,ml.Skill"d H, 516.00 $,4.00 0 0 S
l~I>Q' H, SlA.OO S21.ool 0 0
UIl,..t "' $lA,OQ 5:'1.00 0
Ef.lU~plTlll'1lt RENTAL
Dos" tion Model Unit .... OPR..te "'ndb H.... ,... TOTAL
Pump '" H' 52..E3 ~,21J :51 4~ 0 $000
P"mp 250 H' $3.1'll 56,SO Sl,l!~ 'I SQ,IlO
TRACKflOE!300 CAT "' $5!i.21 ~s.,'S 529.11 0 $0.00
Pumll 4.2200 " 525..39 , 5203..2
Pump AllaO " $25.39 .1 520312
P"mll AliDa " 525.39 , $203-11
1>"",.. A.14110 c> SnS2 " $182.5&
soon $o.on
$0,00 $000
~,!p'o~i S79}~92
roTAL EQUIPMENT S79l.!!2 -f-'- 791.92-
Equlp~m _ _ .u
Dets;r;:rilltion Mod~ Unit ..~ OPRate S~db H.... ,~. TOTAL
I'lckuplfll'~ 1SO ", 52.SS S,;.2(l SIA2 .1 ~n.74
Plckup!f""d '" "' 52.83 $620 5142 . $12./~
TP.ACKHOf "300 '" "' 55E.Zl S4~7S\ 52!Ul 'I , 5"2.114
CRANE!100mN " 1 50.00 50.00
-- :RANEf3S1'ON LS 1 1 ,O,lIO
VIBRO/HAMMER ~ I $000
t.>umpT,,,,. M.., HI St.$2 le..S S':.26 , $oon
50,00 I 50.0n
$0,00 1 Sa.oo
___~.~!I~1 5"371.32
TOTAL.'e'OUIPMENT S317"3~ , .. In:32
;GJR8 " Sl~.7~ , $0.00
PAI\APH(TWALL " $37.50 , SO.Of)
pm!IlI::'lIJRAll " ~36,l!O , 50.00
51DfwII;lK " $27.50 " SC.OO
'--~$
Descn tlon
subt;:ClI'Ilractl!
Un/tl.
UflItPnce
QUlnlt
TOTAL
50.00
50.00
5':,0()
5ll.l!0
___~]at:il ~____
lt1%!>lJuc('Jnt~r:tl'lrMa~up .$
S%M~rkup
------. - rOfAi-siiec-6tirRACr. 5
------.-
:OctD~~ 6to!"l~er1l~r,.S..2_0l?~
Subtol1l1 ~,~_.'!-,97
_1~%'~~1:< UP-'==____~..,~~ Up.
30
'TOTAl
$6(819.18
.
IS
-.
.
E5'timl1te.ofProbable QUJlhities
NortllBroo.lcc Drive (From End Limltll of ConlrueLiou ofNof1hBrollk Drive to 400 it.. North to ile to eJistinf)
RFI'NO.:
COLLIER COUNTY
GltEENHORNE AND O'MARA INCORPORATED
Estimated by: MF & SG
Phrme Nll.~ (727) 576-0402
ESTIMATED QU.lliTITIES
Co." ,n "-'r'''-:'f'''J'''"'~::---j''''''''''fiP'':'''''''""'''''''~~''T'~:'1 -,., ,r~ -" r"''''''''''~''''''''"'JT>''''r:,.''.:' ,~ "1'(111""" 'r:I'''''!"I~''ii''J;-''''1'<T''Hll'"l.,'i'''Ji3
@>I"'I" 111 ~'"l,x."""\""'~l' ,'_~"t 1 "~I'~!
~;~::;Jl?t..~ ,\ I .', ".,"pr, JI~iiII13..1ll'~ii'J'i:i:""""";;" ',j'~ ,I<n ,i;'!'.lM,I('" "''\4:,~~.I;~l''''""'''~
LJ.'i;::..::;;;~~.-! b~~~_.I.'..';<l~~_.ld..ll:tIL~~ ~~":~~~;;U~~~..L~1:1 f::i~:"':"~iJ .",~:,,~~~
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r MDElILI2A110t.,'
Mo\IIl'TENANCE OF" "THAFFIC
WORK ZDNE SIGNS
TE'MPQARY BARRIER WALLIFURNI5H&IN~T"LL YCQI.jCRETF I
TEMPOARY BARRICADE: /'TYPE 1II
TEMPOARY BARruCAOE (r'r'Pf In)
ARROW PAN!:l
HIGH INTEN5!1Y FLASHrt...::> LIGHTS
ThMPO,t,RV CRASH CUSHION
CHAtlGEAlILE VARlAllLE MESSAGE SIGN;TEM<>OM~'t'
SVNTHE11i: BALES
S~ T FENCE STAKED (TYPE Uli
FLOATING "fURSICITY RARRIER
EXCAVAnON REGULAR
r=M!l.ANIW.=r~T
TYPE BSTABlllZATlON
FINISH so!!. LA)'ERIGRASSrNG .oPERATIONSI '(,"1
T BASE CWTJON"J. {S"SE GROUP om
I TURNOUT CONSTRUCTION (CONCR-~l
Ml!..LING EXlsn~m ASPHALT W)
ASPH CONC TYPE S
ASPH CQN:ffUCT::::RSEIINC BrrIABR1IFC.3 11/J L.8f5")~
CONCRrT!: CLASS I/MlSCl
INLETOBI7YPE C r<",C'1
PIPE CULV(Ol'T MAnJrClTHER~ 1B-SSI
M~RED END SECTION ICROSS DRAIN) (>:FllDN.c..:... ROUNDI1111";
FERTt:..lZSA
w.r.1ER FOR GAAS~
saroNG
LS
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625.UO
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D.I'.IO
1.1'.10
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1.110
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091.000
63.000
260.000
143.000
:.1:12.000
1.1124.000
IJ10.000
70.250
1I.l0.000
'44.800
Q:;,400
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2.000
185.000
1.000
C.200
6.BOO
1,S:KOO[1
1.000
120.000
El5-l.000
1.000
1.000
1,1111.000
160.000
Agenda Item No. 16B7
December 2, 2008
Page 24 of 68
.
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Agenda Item No. 16B7
December 2, 2008
Page 29 of 68
!"",.
---HOLLAND
P U M P
(finis...:
, ' I
- ~ ....
"'stC"
-'/
~
(239) 267-4100
(239) 261-0292 FAX
8140 MAINLINE PARKWAY
FT. MYERS. FL33912
www.hollandpump.com
-"
Asta1di Consruction Corporation
Attention: Clay Cross
Interior Pump
Octoberl, 2008
... StiUitI-By System Quote ...
-e
lea. 14"x 12" Trasl1Pump Systems wI
Dual Axle Diesel Driven Hydraulic Pump Power Unit (260 gal!fuel cap.)
14" x 12" Trash Pump Head
50' Set Hydraulic Hose
6O'x 12"Discharge Pipe
Electronic Monitoring
Standard Rate $4306,00 4weeks
Stand-By Rate
$2153.004weeks
861.00 week
287.06 daily
· Fuel Usage Rate 3 .0 - 5.0 gaVhr
· 4500 GPM @ 20' Head
$119.00 Delivery & Installation Assistance
$119.00 Pick-Up
..Stand-By Rate is 50% of full rental rate with up to 100 hours of use for a 4 week
period, IfhoUfs you use the pump more than 100 hours in that period full rates will apply.
Stand-by is applicable only with full Holland Pump System is on same job-site
· ~!>plicableS.all\.S-I~ Io ~Added_To_~I>o~el'ri"ce~
.
MIuIuJaaluftIffJ 01: H~ Oriven De.Jllrlng StwtllnW... Subm"""""'" w.J/poJnu: "'.Jettlng SQUl~nt... PrlmfJ :3 SIJCthm Uft Purrrp.
RENTAI.S '
SAL.ES
SERVICE
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...,,......,..... ,......., ...,........, ...,..."t, " uW'>, r1I."-'"""""'........Ir"" .............,..,....
Agenda Item No. 16B7
December 2, 2008
Page 30 of 68
.
HOLLAND
r
L,\r1is,..;
, ' ')
~ ':' '.
~ \
siC
. ../..... f
(239) 267-4100
(239) 267-0292 FAX
8140 MA.lNUNE F'ARKWA\'
FT. Mv.RS. FL 33912
www.hollandpump.com
P U M P
Astaldi Consruction Corporation
Attention: Clay Cross
mterior Struclure Pump
October 1, 2008
1 ea. A2200 Trash Pump Systems wi
Dual Axle Diesel Driven Hydraulic Pump Power Unit (440 gal/fuel cap.)
A2200 Trash Pump Head
50' Set Hydraulic Hose
60'x 20"Steel Discharge Pipe
$4795,004weeks
1918.00 week
767.00 daily
.
* Fuel Usage Rate 3 .5 - 6.0 gallhr
* 22000 GPM @ 10' Head
$160,00 Delivery & Installation Assistance
$160.00 Pick-Up
*Applicab1e Sales Tax To Be Added To Above Prices
.
ManulllJ;turers ot Hydraulk:&1y Orivrm Ddwalemg Syor.me.. SubnM,..U.$ .. ~".Jsftiflg EQuIpment.. PrlrbtI S SuaHorl UIt PumpIJ
RENTALS
SALES
SERVICE
l'i
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..........--..... '......... ............ ........",
......., .......~~~,.,....,,', ".-......-....
Agenda Item No. 16B7
December 2, 2008
Page 31 of 68
,~
-~OLLAND
P U M P
y1t1,is;,;
_ 'l.......
"'stC'
':,'
(239) 267-4100
(239) 267.0292 FAX
8140 MAINLINE PARKWAY
FT, MYERS, FL 33912
www.hollandpump.oom
./
I
..,oi.'
Astaldi Consruction COlJloration
Attention: Clay Cross
By-Pass Pumps
October 1, 2008
2ea. A2200 Trash Pump Systems w/
Dual Axle DicBcl Driven Hydraulic Pwnp Power Unit (440 gaIJfuel cap,)
A2200 Trash Pump Head
100' Set Hydraulic Hose
340'x 20"Steel Discharge Pipe
$6737.654weeksleasystem
2695,06 week
898.35 daily
-e
. Fuel Usage Rate 3 .5 - 6.0 gallhr
· 22000 GPM@ 10' Head
$350.00 Delivery & Installation Assistance/each
$350.00 Pick-Up/each
· Applicable Sales Tax To Be Added To Above Prices
.
~fIlIt'5 01; Hydra~ (}rlve.n DdMmrlng SytIItmllI- SI.ItHrttmIibIrM . W8I1,ooi_. JeI1kJg EquipmerJr# PrltM 3 SucIJorJ urt PumpII
RENTALS
SALES
SERVICE
"-5'
J....._,
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::lC':ll7l_IQ::l_C:c-:=l ~tl.l 1-1 ....Iun-J 1"'It-1>.-l"'''nu!I.IM:l.l..J ~C"T~CO ~~_T_l~
.
.
Holland Pump
.
Agenda Item No, 16B7
December 2, 2008
Page 32 of 68
Page 1 of3
- " >:":~:.~:";'
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. ,"" .;.~::" :":~,,~::.:._--,......
Axial Flow Pumps
Submersible
Pump.
RDl3ry Wellpolnt
Pumps
Axial Flow Pumps
_'0 "'=
- Al,2000
~
High Pr...ure
pumps
Suc:tlon Pumps
featuring
..'
Tanks a Filters
I~ c........_c.....
I
. Replaceable stainless steel wear ring
. Cast bronze propeller (cast stainless steel
optlonel) uniform performance
. Uft:lng eye easily setlJp or moved
. 5e1r.del!lntno Inlet screen keeps out debrts'
. Spin on hydraulic connections fast setup
. Motor lnsuctlon bell meens no wested horsep
. Water cooled diesel engine
. Automottc engine shutdowns
. Automatic tlvdrauJlc shutdowns
. Auto-start and stop
. Automatic engine onel"'
. B6oc1eonldable vegetable all
. Hydraulic 01) cooler
. Beetrle motor
. ElIminates priming problems which means you don't have to worry about wukend and mldnl,
shotdowns caused bv lost prime
.lC
httn://www.hoIlandoumo.comlowulls af,h1m ",911 S!200S
,........ r..-..-::J..r.lrC("'::I_nl ::JC::lr.\_lO::J_CIt":::J :.r::lll.l l-l -JI.III-l rJt...~.,.,nU~I,~-l ~C:-T!C." QC;U:lr.:I_T_I"")f"1
The Pump of choice when
pumping large volumes of
clear water at maximum
head6 of 28 feel.
The A22000 has a proven
pumping capacity of
22000 gpm,
~
Holland Pump
Agenda Item No. 16B7
December 2, 2008
Page 33 of 68
Page 2 of3
-e
. Can run dry Indefinitely. Suction 11ft pumps will surfer extensl;ve damage It run dry which mey
from 8 loss or pnme or e dry hole
. Power unit cen be safely and conveniently lotlIted up to 100 yard; 'rom the pump. Suction pu
ettached to power unit
. Low cost. per 98110n transferred compered to suction pum!)S
. FIeld Aoodlng
. River Bypass
APP~~PD.C~RWATER
. field Dryl"ll
. Dry Docks
. Irrigation
. Corter Dams
. Cooling Ponds
. FiSh Pumping
. Lake Drainage
. Acod Control
. Boat lockS
. Shrimp Farms
. Stock Watering
. Water Treatment
"_e
3D
i 25
.t 20
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e 15
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t 10
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0
7000 .110O ,??OO 1 ZlIOO
14000 1l101lD 18OQO 2??oo 22QOO 24000 28OQO
CAPACITY (GPM)
.. Authortted WIth minerai 011 only
NATIONAL HEADQUAR11!:RS:
2GID Sidney l.8nier on...e, BrunSWick, Geor;Jla 31525
Toll Free: ....917.PUMP.. locel: (91Zl 4&0-0304 . F.ex: (91'2) 466-0066
E-maU: AI..ohollandpump.com
SALES. ReNTAL SERVICES
Ft. Myers, Ronde (800) 761-7867" (941) 267-4100
ttr,1Il-ywood, Ftondo (954) 96&-6611
)acksonvlllet Aorloa (800) 4$1-0140. (9(4) 880.0010
()r1andO, Florida {BOO} 451-5346. (0401) S55~7109
Horfolk. VII91nlD (88B) B37-P\.IMP. 757-858-9900
Pen~,AO"d.(e50)'37-3300
TlllTlpa, FLon"" (eaB) 395-6322 . (613) 626-0599
Waltert1Oro, South Carolina (6043) 536-221<11
-.
.
httn://www.hoUandoump.comlpurnpsaf.htm
....., .............-.....",.....,............... .............
},l
9/1812008
Agenda Item No. 16B7
December 2. 2008
Page 34 of 68
..
AstaIdi Construction Corporation
July 15, 200' g
ACC Letter No: 0018
Mr. Joe Delate
Collier County
Transponation Sen>icesDivision
28B5 South Horseshoe Drive
NapleS, Florida 34104
RE; lmmokalee Road Design / Build Project
Collier County Contract No; 05-3770
Collier County Project No; 66045
ACC Job No.; H0706
Subjeet: Price Proposal as per Work Directive # 01 Relocation of Force Mains at the Northbrook Dr. Cocohatchee
Canal Crossm2 "DESIGN EFFORT"
Dear Mr. Delate,
Astaldi Construction COIl'. (ACC) is pleased to provide Collier County with a price proposal for the Design and Pennit offon
pertaining to the relocating and installation of force main lines located at lbe Northbrook Drive crossing of the Cocohatchee
'I as requested by Collier County (Worl< Directive #02).
. SCOPE of WORK:
1) Acquire pemnts for Utility Crossing of Cocohatchee Canal
2) Provide Signed and Sealed Drawings for Consfruction
ACC had provided a wOIk estimate to the County that was denied. ACC instructed designer to proceed with work and
document all effort involved. This work has now been complered and Astaldi Construction Corporation has provided certified
time sheets outlining the existent of the work. ",
The price proposal for this work outlined in the scope and calculation sheet is a LUMP SUM AMOUNT of$78,382.25 and
Zero (0) Days be added to the contract time.
ACC would like to call your attention to the fact that the time requested does n'ot include the Thirty (30) Day. of delay to the
installation of the Bridge at the Northbrook location due to !he permit required for this unforeseen work.
,
Should you have any questions or comments do not hesitate to contact me at 239.94B.0905.
Best Regards,
~~~,oo
if'.RMOrgan
1Wt Manager
Mark Wis::man, Ed Martin, Steve Ritter, and John Rowell
E22D Wc:st S.R.84 Suite 300
Davie. Florida 33324
Telephone: (954) 4023 8766. Fa:: (954) olI2.31597
.;l.~
Agenda Item No. 16B7
December 2, 2008
Page 35 of 68-
~
Transportation Encineerinll & Construction Mana2'ement Department
WORK DIRECTIVE CHANGE
PROJECI' NAME: Immokalee RoadlI-75 to Collier Boulevard
CHANGE # 01 .
DATE OF ISSUANCE: 2/21108
EFFECTIVE DATE: 2/21108
OWNER: Collier Coun/;y Boanl of commissioners
PROJECT#: 66045
CONTRACTOR: AstaIdi ConstructWn CllrporaUOD.
ENGINEElC MarleT. Wu:eman
You are directed to proceed promptly with the foUowing cbange(s):
Description: $0.00 WotkDircctive to begin design fur rcIocatiDg existing _ main and furcc main lines located at the
NortbbrookeDrive crossing of the Cocohatcbee CmIaI which is not shown in !he original plmls.
....... ofWorl:: Directive Change: To cxp~ the removal of the existing Nmtbbroolre Drive crossing of the
- , . CoeohatclJeeCanallllllirepJ~""",,,"r wi1h proposed Con-span bridge. .
A ftR"hm,,"",: NOlIe
f a claim is made that the above cbmJge(s) have affi:cted Contract Price or Contract Times any claim for a
:hange Oxder based thereon will involve one or more of the following mCtbods of dew.nnrn;ng the effect of the
lmnges(s),
1...<>lhod llf WP.TTTlining change in Contract Price: .
] Unit Prices
] Lump Sum
g Other:N/A
Method of derezmining change in Contract Times;
o ContmclDr'S records
o F.,gjn='s record
~ O1her: N1A
>:timnt"d increase (decrease) in Contract Price
-0"00
Estimated change in Contract Time;
.Increase or..d== l:!YJtcal~_~.
AUTHORIZED:
By: k~~~",,'
Owner's Representative
'-'1
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Design/Review REVISED
r LABOR I REVIEW
c,'" Unit Rate OT..... .", htTlme OverTIme TOTAL
Utili M""""" Hr S45.88 nla . 0 . 367.04
Proif!ld Mana r Hr $49.52 nla 2 " . flO.04
Sr,Prolf3cIEnaiJ'\el'!r Hr 541.83 nla . 0 " 167.32
o flrntor Hr $25.00 $37.50 O. " $ -
Operator Hr $25.00 S3T .50 0 0 1$ -
ODsrator Driver HI $18.00 $27.00 0 n $ -
Sml..sldlled Hr $14.00 $21.00f " 0 $ -
Sml~Slllled Hr $14.00 $21.00 0 .0 .. -
"'oor HI $12.00 ,$18.00 0 0 0 .
Labar I HI $12.00 $18.00 0 0 " -
o
SuOtowJ
56% eurden
Subtotal
G&O 25%
TOTAL LABOR
..
$
"
$
..
fi3jAO,
35".70
- UBltl(1
247.03
',235.13
r Equipment
Descnlltlon Madel Unlf keto OP Rato SmndtlV Hl)urs 'd" TOTAL
PlckuoJron:l !5ccr1Trne Hr $2.1I3 $6.20 $1--42 0 $0.00
PIckup/MOT FI450 Hr Si3.78j $6.50 $1.891 0 SO,OO
::.x.::avalmlRubiltlrlT Voivo Hr 158.21 $49.75 $29.1' 0 SO.OO
Leader Gal HI S28.CIB $23.95 S13JJ4 0 $0.00
Sat!ltv MIS. EA $1.00 sa.oo $0.50 0 SO.OO
I Smalllools Ml~. SA I S1.00 ${1.00 $0.50 0 SO.OO
i Dumo lrut:k Mac HI I $li.52 18.5 $4.26 0 $U.OO
I I I SOliD $0.00
I I I SO.OO I $0.00
--
5ublClBI
10% Markup
TOTAL EQUIPMENT
SiO.OO
$0.00
$0.00
I Material
OeSCfloliCln Units Unit Prics Quantity I TOTAL
Lime ROCK TN $".74 0 SO.OO
$0.00
I $0.00
T iO.OO
I -) $:.1.00
I I SiO.OU
Subtotal SiO.OO
6% Tax $0.00
10% Marltup $0.00
TOTAL MA TERrAL .0.00 $
l Subcontracts
lJascrmlEon Units
I Greenhorne&O'lI.tara LS
lInltPm:e
$12,146.00
Quantlrv
1
TOTA.L
S72.14o.0n
$0.00
$0.00
$0.00
$0.00
SU.OD
n.146.QO
3,607.30
7-5,:r-5~.3U .. If
,
I
,
I
Subtotal 5.
5%. Markup :;;
TOT-AL-tlUflC"DtrrRA."i'rr.-S'
-
Subtotal
1.5% Bond
10% Markup
TOTAL
Agenda Item No. 16B7
December 2, 2008
Page 37 of 68
~VVl
.{IIS{.O~'
$ 1.235.13
s
_",;5~,3D
$
s
$
76,988.43
1,154.826
239,00
$78.382.25
51
",
"
.
I
GREEN HORNE & O'MARA
CONSULTING ENCiINEERS
Astaldi Construction Corporation
Mr, Jack MOl];1an
15360-2 Collier Blvd
Naples, FL 34119-7832
Billing Period: thru 6130/08
Project #160320
Original Fee: Time & Materials
-r! t ( 0 f>
IMMDKALEE ROAD - WATER AND SEWER DESIGN
.
Classification
Project Manager
Project Director
Sr. Project Engineer
CADD Technician
Project Engineer
Clerical
Hourlv Rate
$185.55
$162.73
$138.84
$107.86
$80.11
$64.23
Expenses
TOTAL AMOUNT DUE THIS INVOICE
NOTE: New' Address
Plea.. remh payment Ill:
A::countJ; Payable
13535 Feather Sound Drive, Suite 400
Clearwater, Florida 33762
Hours
171,0
122.5
36.0
100.0
22.0
2,0
Total
$31,729.05
$19,934.43
$4,998.24
$10,786.00
$1,762.42
$128.46
$69,338.60
$2,807.40
$72,146.00
Please use Invoice No, 16C320.Pffll
on remIttance and inquiries
Agenda Item No. 16B7
December 2, 2008
Page 38 of 68
.
Feather Sound Corpor8te Center Bidg 1 . 13535 Feather Sound DriVE Suitt' 4DO .. Clearwater, FL 33762
Phone 7275760402. fax 727 575 0305
www.G-and~O.CDm
s.l
-
AgeRda Item No. 16B7
December'2.2008
Page 39 of 68
,
~,
- .p~to: Astaldl Conslrucllon Corporation By: Greenhorne & O'Niara, Inc. Con9ultlng EngIneer
.",mployeas engaged on Immokal&& Road Ph_II Water/Sewer Project Management Period: D1fD1/D8-0S/3DfD8
Professional Sum
Proiect Description Services Name Workdate Wkhis
ill WaterlSewer Project Managoment . . Project Marlager FORAN, BRADLEY S 17-Apr-OB B
;032D.lMM.PIIA.OO2 iB-Apr-OB 4
2i-Apr-DB a
22-Apr-OB a
23-Apr-OB a
. 24-Apr-DB a
25-Apr-OB a
D8-May-08 B
D9-May-OB B
12.May-Oa 8
13-May-OB 8
14-May-08 8
05.Jun-08 4
OB-Jun-08 4
09-Jun-08 4
10-Jun-08 4
11-Jun-OB 4
12-Juo-08 4
13-Juo.08 . 4
16-Jun-08 4
.... 17-Jun-08 8
18-Jun-08 8
23-Jun-OS 4
24-Jun-OB 4
25-Juo.OB 4
152
Clerical DAUGHERTY, REBECCA A OT-Apr'{]8 2
I WaterfSewer DesIgn Project Manager FORAN, BRADLEY S 01-Apr.{]B 4
32DJMM.PIIA.,05i 02-Apr'{]B 4
03-Apr.{]B 4
OS-Apr-DS 2
09-Apr'{]B 1
14-Apr-DB 2
lB-Apr-DS 2
19
Project Engineer KENJALE, ABHIJIT D 11-Jun-OB 5
i2-Jun-OB 5
17 -Jun-OB 6
1B-Jun-OB 3
19-Jun-08 2
23-Jun-08 1
Z2
Project Director PADMANABHAN,BALA 12-Jun-08 3
~m.oB .'3
15-Jun-OB 2
. 1T-Jun-DB 2
15-Jun-OB 2
19-Jun-OB 2
2O-Jun-OB 2
-------. -. ----- -.- --- 3~
Project Director . PAYNE, JOSEPH 1D-Apr-DB
11-Apr-DB
14-APr-DB
15-Apr-DB
.16-Apr-DB
17-Apr-DB
16-Apr-DB
22-Apr-OB
23-Apr-OB
24-Apr.OB.
25-Apr-OB
26-Apr-OB
29-Apr-OB
30-Apr-DB
D1-May-D8
D2-May-DB
D5-May-D8
06-May-D8
07-May-D8
OB-Mey-DB
D9-May-DB
12-May-DB
13-May-OB
14-May-OB
22-May-OB
27 -May-DB
2B-May-DB
29-May-OS
30-May-08
02-Jun-DB
D3-Jun-DB
04-Jun-DB
05-J un-DB
D6-J un-D8
09-Jun-08
1 D-J un-DB
12-Jun-08
13-Jun-DB
16-Jun-08
17.J un-DB
18-Jun-DB
19-Jun-DB
2D-Jun-DB
o.
"
.
.
Sr. Project Manager FABRIZIO, MATTHEW J D9-Jun-OB
1 D-Jun-DB
12-Jun-DB
13-Jun-DB
. 16-Jun-DB
l' ; -J urt~liti
16-Jun-DB
19-Jun-DB
20-J un-DB
.
Agenda Item No. 16B7
December 2, 2008
Page 40 of 68
16
4
5.
5
4
2
3
2
1.5
1
2
1
2
2
2
1
1
4
1
1
2
2
5
4
4
2
2
2
4
4
4
4
4
1
1
1
2
2
2
2
2
2
2
2
105.5
1
5
3
.2
S
.
1.0
.5.5
3
3
36
.34
Agenda Item No. 1687
December 2, 2008
Page41 0168
'.
.
.
CAoo'Techniclan MCPHERSON, DAVID J 03-Apr-08
04-Apr-OB
07-Apr-08
OB-Apr-OB
29-Apr-OB
3D-Apr-OB
01-May-OB
06-May-OB
13-May-OB
14-May-OB
15-May-OB
2B-May-OB
05-Jun-OB
20-Jun-OB
23-Jun-OB
CADD Techniclan GREEN, SCOTT A 1o-Jun-08
11-Jun-OB
12-Jun-OB
13-Jun-OB
16-Jun-OB
17-Jun-OB
1 B-Jun-DB
19-Jun-OB
23~Jun-DB
24-Jun-DB
~.
:s is certify .that the a!Jove Is a true and correct payroll report covering work perfunned for:
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Agenda Item No. 16B7
December 2, 2008
Page 47 0168
J..
Astaldi Construction Corporation
,
July 15, 20Q't ~
Ace Letter No: 0017
Mr. Joe Delate
Callier County .
TranSportation Senrices Division
2885 Soulh Horseshoe Drive
Naples, Florida 34104
RE: Immokalee Road Design I Build Project
Collier Cowny Contract No: 05-3770
Collier County Project No: 66045
ACC lob No.: H0706
Suhject: Price Proposal a5 per Work Directive # 02 Relocation ofForceM,ains at the Northhrook Dr~ Cocohatchee
Canal Crossin~
Dear Mr. Delate,
AstaIdi Construction Corp. (ACC) is pleased to provide Collier County with a price proposal for the relocating and installation
of fon:e main lines located at the Norlhbrook Drive crossing of the Cocohatchee Canal as requested by Collier County (Work
WtiVe#02).
_', SCOPE of WORK:
As detailed on signed and sealed drawings dated July 01, 2008
I) Install Temporary Fon:eMains
2) InstallPennanen.tFon:eMaiDS as detailed
A..staldi CODStruction COIporation has provided a calculation sheet to determine the existent of the work.
Th.e price proposal for this work outlined in the scope and calculation sheet is a LUMP SUM AMOUNT of 5319,069.43 and
Twen.ty Five (21) Day. be added to the contract lime.
ACC would like to call your attention to the fact that the time requested does not include the Thirty (30) Days of delay to the
installation of the Bridge at the Northbrook location due to the permit required for this unforeseen work.
Should you have any que.tions or comments do not hesitate to contact me at 239.948.0905.
Best Regards,
Astaldi Construction Corporation
elL 1: fnr-
/_~/
VJohnRMorgan
wct Manager
.: Mark Wiseman, Ed Martin, Steve Ritter, and John Rowell
File
8220 WI:&! S.R.84 Suite 300
Davic,FloridP33324
Tetcphlmc: (9.54) 423 8766, Fax: (9'54) 42:1 ~!17
'i'J...
Ci
Agenda Item No. 1687
December 2, 2008
Page 48 of 68
Transportation En!!ineerin~ & Construction Mana!!ement Department
WORK DIRECTIVE CHANGE
PROJEcr NAME : Immokalee RoadlI-75 to Collier Boulevard
CHANGE # 02
DATE OFISSUANCE: 2/21108
EFFECIIVE DATE: 2/21108
OWNER: Collier Count), Board of commissioners
PROJECT#: 66045
CONTRACTOR: Astaldi Construction Corporation
ENGINEER: MarkT. W"meman
You are directed to proceed promptly with the following ehange(s):
Description: SO.OO WOlkDirective to begin the warJ: of roloCllting existing WIltcr!llllin IlIld force lIlllin lines Jo::ated at fue
NllI1lIbroo1re Drive crossing of the Cocalulll:hcoCmml which i:; oot shown in the original plans..
~ of Work Directive Cnange: To expedite theremoval of the eristingNorthbrooko Drive crossing of the
. Cocohatcheo Canall!lld "'l'1acemt:Ilt with proposed Con-span bridge.
Afur.hm~T~: NODf:
. a claim is made that the above change( s) have affected Contract Price or Connact TImes any claim for a
:Jmnge Onlcr baso..d thereon will ilrvolve one or more of the following methods of dctl':Tmining the effect of the
aanges(s).
f.ethod of det,,-mininr change in Contract Price:
] Unit Pric=s
] Lump Sum
~ O~:NIA
Method of determining change in CoJ:rt:mct Times:
o COlllIllCtor's records
o Enl!ineer's record
@ Other: N/A
<:tirn_.d increase (decrease) in Contract: Price
0.00
Estim"h-.d change in Contract: Time:
lncrease or decrease by 0 calendm- days.
AUTHORIZED:
By: ~~/~.~
Owner's Representative
ECOMMENDEJ):
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Agenda Item No. 16B7
December 2, 2008
Page 59 of 68
61
Astaldi Constroction Corporation
.
Jeugnst20,200' ~
ACC Letter No: 0027
Mr. Joe Delate
Collier County
Transportation Services Division
2885 South Horseshoe Drive
Naples, Florida 34104
RE: lmmokalee Road Design I Build Project
. Collier County Contract No: 05-3770
Collier County Project No: 66045
JeCC Job No.: H0706
Subject: PriCe Proposal to Perform Modifications to Manhole in Median
Dear Mr. Delate,
Astaldi Construction COlJl. (JeCC) is pleased to provide Collier County with. a price proposal for th.e cost associated with. the
requested modifications to th.e manhole in th.e median.
SCOPE of WORK:
el)
2)
3)
Excavate existing Manhole
I:nstall required riser with lid for manhole
Backfill and re-sod area
The price proposal for this work outlined in th.e scope and calculation sheet is a Lump Sum amount of $2,049.44.
ACC is requesting that a Change Order in the amount of$2,049.44 for this requested upgrade.
Should you have any questions or comments do not hesitate to contact me at 239.948.0905.
Best Regards,
AstaIdi Construction Corporation .
,I.{~ tnr-
Projeet Manager
CC: Mark Wiseman, Ed Martin, Steve Ritter, and John Rowell
.
CO Welt S.RJ14 Suite 300
Drne,Florida33324
Telephone: (9$4) 42: 8766, Fax: (~S4) 423 2597
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Agenda Item No. 1687
December 2. 2008
Page 60 of 68
MEDIAN RISER & PIPE CLEANING REQU
ASTALOI CONSTRUCTION LABOR
ASTALOI CONSTRUCTION EQUIPMENT
ASTALOI CONSTRUCTION MATERIAL
SUB CONTRACTORS
$1,149.72
$714.63
$185.10
$0.00
TOTAL
$2,049.44
sS'
Agenda Item No. 16B7
December 2, 2008
Page 61 of 68
1.---.
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Astaldi Construction Corporation,lnc.
3411 Bonita Springs Road; Suite 307
Bonita Springs, Florida 34134
Owner. Collier County
Job Name; Rose Blvd. Correction Work
Owners Job Number: 66045 DATE: 7M2I2007
CONTRACT NUMBER: 05-3770
DESCRIPTION OF WORK:
THIS PROPOSAL IS FOR THE COST ASSOCIATED WITH WORK TO INSTALL A
RISER IN THE MEDIAN @ THE COUNTIES REQUEST
MATERIAL: EQUIPMENT RENTAL:
Unit I Rental Rental I EOE EOE
Quant. Descri....Uon Unit Price Extension Hours I Descril'ltion Role Extension Rote Extension
0.0 $0.00 SO.OO 2.0 F/250 MOT TRUCK $7.431 $14.86 $9.70 $18.40
0.0 $0.00 $0.00 2.0 MAC DUMP TRUCK $32.00 $64.00 $24.80 S49.60
0.0 $0.00 $0.00 4.0 RUBBER TIRE EXC $59.14 $236.56 $38.80 $155.20
0.0 Remoye Asphalt SY $10.00 SO.oo 3.0 VAC TRUCK $20.78 S62.34 $15.90 $47.70
0.0 Lime Rock Sub Grdde TN $14.65 $0.00 0.0 ROLLER $20.78 SO.OO $15.90 $0.00
0.0 Lime Rock Base TN S14.65 $0.00 0.0 WELL POINT SYSTI S1.38 $0.00 $8.80 SO.OO
6.0 24" rcp PIPE LF $25.00 $150.00 0.0 BX16 TRENCH SHEI $2.84 SO.OO SO.OO $0.00
4.0 SAFETY SUPPLIES MHR S1.00 S4.00 0.0 31N CENT. PUMP SO.96 $0.00 $0.00 $0.00
4.0 SMAll TOOLS MHR $1.00 $4.00 0.0 BPU::\445 PLATE $2.67 $0.00 SO.OO $0.00
TOTALS $158.00 I $377.7H I $271.90
LABOR:
Craft Regular RegUlar I 561\ I Regular Overtime I D.T. I O.T. O.T.
Names Rate w/B~n Total , Hours Rate wfBrdn Total
TIM SIPE SUP 2.0 $35.00 $54.601 $10920 I 0.0 $52.50 $81.90 SO.OO
SAMMY CARRIO LA 4.0 $12.00 $18.72 $74.811 0.0 $16.00 $28.08 $0.00
SISCO LEDEZMA LA 4.0 S12.OO $16.72 $74.8Eli 0.0 $18.00 $28.08 $0.00
HDMPSON LA 7.0 $1200 $18.72 $131.04 0.0 $18.00 $28.08 $0.00
. HN KINCHEN MDT 2.0 $20.00 $31.20 $62.40 ! 0.0/ $30.00 $46.80 $0.00
)'RK SEEVERS OP 4.0 $24.00 $37.44 $149.76 0.0 $36.00 $56.16 $0.00
~RETT LUZEU OP 0.0 $24.00 $37.44 $0.00 0.0 $36.00 $56.16 $0.00
JERALD SUTTON DR 2.0 $24.00 $37.44 $74.88 0.0 $36.00 $56.16 $0.00
CARL TON COOKE OP 3.0 S20.00 $31.20 $93.60 0.0 S30.00 $46.80 $0.00
TYLER MORGAN SmlLJi 3.0 $14.00 $21.84 $65.52 I 0.0 $21.00 $32.76 $0.00
I 0,0 $0.00 $0.00 $0.001 0.0 SO.OO SO.OO $0.00
0.0, SO.OO $0.00 $0.00 0.0 $0.00 $0.00 $0.00
31.0 0.0
TOTALS $836.16 $0.00
SUBCONTRACT: Concr.", Asphalt, & Paint SUMMARY: SUB-TOTALS
MATERIAL COST: $158.00
Quant Oeser! tion I Unit Price I ExteMS/on 6.5V. SALES TAX: $10.27
D.olAsPhalt (structural) TN S140.40 $0.00 TOTAL.. MATERIAL COST: $16B.27
0.0 Asphalt (Friction Cource) TN $140.40 $0.00 10% MATERlAL MARK-UP: $16.83 $185.10
0.0 Tincher Concrete CurD LF $15.00 $0.00
0.0 Trutwin Paint LF $1.20 $0.00 REGULAR LABOR: S836.16
0.0 Prime and Protect SY $1.50 $0.00 QVERTIME LABOR~ $0.00
0.0 United Message Boards ED $35.00 $0.00 SUB-TOTAL LABOR COST: $836.16
0.0 Unlled Barricades III EO $3.50 $0.00 25% lABOR OVERHEAD COST $209.04
0.0 $0.00 $0.00 10% MARK-UP $104.52 $1.149.72
0.0 $0.00 SO.OO EQUIPMENT RENTAl COST: $377.76
0.0 SO.OO $0.00 EOE COST: $271.90
0.0 SO.OO $0.00 TOTAL EQUIPMENT COST: S649.66
rrOTALS SO.cO 7.5% EQUIPMENT MARK.UP: $64.97 $714.63
---,...-,..._._- SUBCONTRACT COST: $0.00
-_._........_~_. - ..~-~_...- -----_.~_. _.,-~._- --.-. ~UtlC;UNIKAf..;1 ~OP'10%-" .~-_.. .- . - ----$O:Oo~- ~---~.--- .-----.-- --..
5% MARK-UP SO.OO
SUB-TOTAl. 10.00
TOTAL COST: $2,049.44
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Agenda Item No. 1687
A tald" C t t" C D~ember 2. 2008
S Ions rue Ion orporallQ& 62 of68
Sidewalk Station 1141+00 Rt.
Decription
Mobilization
Sidewalk Replacement
Unit Quantity Price
LS 0 $
LS 1 $ 528.00
Total
$
$ 528.00
TOTAL
$
528.00
57
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$14.00
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MOlen_I
1 I
1
i I
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unIts
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HI
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EA
EA
Hr
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,
,
1
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$35.00
SJ?50
-S;37-!il
$2700
$2',00
$2100
.$1B,ool
s.1aoo
''''''
$2.B3
$3781
$5<L211
S260B
$',00
S10D
$8.52
Sin hI Time
o
"
o
o
a
o
45
./I,:'
1J5
OPRiltl'
$(j201
$650
$4975)
~23_95
~O,OO
$0,00
185
,
I
Untt"'m:e
$13215
unllPnu-
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I
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1
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-""I
I
'I Sidewalk Station 1141+00 Rt. I
I I
1
.\.5
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o
"
o
o
o
o
o
o
SUDlc4~~
56% E1urClllr,
'25%(;-0
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i 10% Markup
I TOTAL LABOR
~.-I
St.ndpv
$141
51.a91
12811
$13.1\4
S050'
$Cl50
~4.261
$000
$D001
Ho~
Idlll
oi
o
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n
"
D'
o
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110"';'MflTkuP
TOTAL EOUIPMENT '
Quanti""
,
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I
I I
SlJtllOlaJ
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'O%MSrKuP- i
TOTAL MATERIAL 1
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5utllOlal 1$
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rOTAl.. 5U6CONTRAcT1_:;'
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.
,
.
.
.
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,.
,.
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"TOTAL
TOTAL
I
I
I
!
I
-----l
f3~on
!'.4.DO
:>400
1/1,001
95761
65691
3::.345
33.351
366.80'
.
TOTAL
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SO DO
$000
so,or;
;woo
:WOO
$000
$0,00
$Ooa
$0,00
so 00
$UOO
IS
TOTAL
51321:>
$000
so 00
$OOD
$0,00
$000
$132.15
57}3
$2'14
$161.2::
I
"[
I
--'1
T01'AL
$000
$000
$1100
:1,000
SO 00
so 00
,
,
S
S:S2M2
Agenda Item No. 16B7
December 2, 2008
Page 63 of 68
I
-
I
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I
-j""--
-,--
--366.80 i
..
-1
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161.22 i
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53
CHANGE ORDER
CHANGE ORDER NO. 4
CONTRACT NO. 05-3770
BCC Date March 14, 2006
Agenda Item: 1 DC
Agenda Item No. 16B7
December 2, 2008
Page 64 of 68
TO Astaldi Construction Corp.
8220 State Road 84, Suite 300
Davie, Florida 33324
Andrea Bozzelli
DATE: October 31, 2008
PROJECT NAME: Immokalee Road (1-75 to Collier Blvd)
PROJECT NO. 66045
Under our AGREEMENT dated March 14.2006.
You hereby are authorized and directed to make the following change(s) In accordance with terms and
conditions of the Agreement The intent of thiS change order IS to provide reimbursement to the Contractor for
the use and supply of labor, equipment and materials not covered under the original contract to make changes
to the project These changes Include changing signal equipment from modems to Ethernet sWitches, removal
and replacement of street name sign panels, provide additional maintenance of traffic and mobilization for the
project as a result of flooding issues associated with Tropical Storm Fay and associated weather delays, final
pricing for installation of Conspan bridge and road and drainage work, provide design for unforeseen utilities
discovered under Northbrooke bridge, installation of temporary and permanent utilities associated with the
unforeseen condition, adjustment of an existing manhole discovered while excavating for median topsoil
replacement, and replacement of a hazardous sidewalk section. Sixty five (65) days will be added to the
contract as a result of this Change Order for the time needed to complete this work See Contractor's
attached pricing spread sheet and proposal.
FOR THE Sum of $965,86967
Original Agreement Amount
$22.365.498.91
Sum of PrevIous Changes
$ - (123.304.46)
ThiS Change Order (Add)
$ 965,86967
Present Agreement Amount
$23,208,06412
The time for completion shall be changed by Sixty Five (65) calendar days due to thiS Change Order # 4.
Additionally, Contract Change Notification Letter # 1 added Eighty Four (84) calendar days to the project
Accordingly, the Contract Time will change from Eight Hundred Eighty Eight (888) calendar days to Nine
Hundred Fifty Three (953) calendar days. The substantia! completion date will change from October 31,2008 to
January 5, 2009 and the final completion date from November 21, 2008 to January 26. 2009. Your acceptance
of thiS Change Order shall constitute a modification to our Agreement and will be performed subject to all the
same terms and conditions as contained in our Agreement indicated above, as fully as if the same were
repeated In this acceptance. The adjustment, if any, to the Agreement shall constitute a full and final settlement
~~~~~t ~~~ ~~f~~i~;s~: th,e?,c,t~~Alfl\'!9,tjOf or related to the change set forth here~n~ i~~~di~~Claims for
Recommended by ,/ . (I, ./l (liT Date I///u-/)-
.<)oe Oelate. AS LA S'enlor Project Manager / . / I
Approved by: .-::_, 7~Lj."'<( (' r' Date:,' I . iJ . t.
Gary P'utaansuu P E P,nnalpal PrOject ManE;ger
~-,
, ......."'Jr,;:
..-_.>'~ -:;/ /-----,
<lay Ahmad. P E. Dllector
Date:
, ,
Jf ') s-/ / ';:'6
,
Approved by:
Approved by
Date'
No~n Feder,
Andrea Bozzelli, Chief Fina clal Officer
Astaldl Construction Corporation
Date Ii /I~;?, /c',A
,
Accepted by:
CC:
Rhonda Cummings, Contract Specialist, Purchasing Department
Bonnie Baer, Clerk's Contracts Department
Lisa Taylor. Management/Budget Analyst
Agenda Item No. 1687
December 2. 2008
Page 65 of 68
50'" -e>tc. ~ovtJ l:;l ~ ? nag'
AgAnrlR Itpm Nn 1 fiR?
December 2, 2008
Page 66 of 68
CONTRACT MODIFICATION
CHECKLIST FORM
PROJECT NAME: Immokalee Road (1-75 to Collier Blvd.) PROJECT #:66045 PROJECT MANAGER: Joe Delate
BIDIRFP #: 05-3770 MOD #: 4 PO#:4500101303
DEPARTMENT: TECM CONTRACTOR/FIRM NAME: Astaldi Construction Corp.
Original Contract Amount:
$22,365,498.91
(St.rting Point)
Current BCC Approved Amount:
$22,365,498.91
(Last Total Amount Approved by the BCG)
$22,242,194.45
(Including All Changes Prior To This Modification)
Current Contract Amount:
Change Amount
Revised Contract Amount:
$ 965,869.67
$23,206,064.12
(Including This Change Order)
I ~umulalive Dollar Value of Changes to
rls Contract:
$ 842,564.31
Date of Last BCC Approval: March 14, 2006
Agenda Item #10C
Percentage of the change under current contract amount +3.77%
Formula: (Revised Amount I Last BCe approved amount)-1
CURRENT COMPLETION DATE (S): ORIGINAL: 916/2008 CURRENT: '^,.. '-118 I/U 12(J~
Describe the change(s): This Change Order #4 is to prOVide reimbursement in the amount of $965,869,67 to the
Contractor for the use and supply of labor, equipment and materials not covered under the original contract to
make changes to the project. These changes Include changing signal equipment from modems to Ethernet
switches, removal and replacement of street name sign panels, provide additional maintenance of traffic and
mobilization for the project as a result of flooding issues associated with Tropical Storm Fay and subsequent
weather delays, final pricing for the Installation of the Conspan bridge and road and drainage work, provide
design for unforeseen utilities discovered under the Northbrooke bridge, installation of temporary and permanent
utilities associated with the unforeseen conditions, adjustment of an existing manhole discovered while
excavating for median topsoil replacement, and replacement of a hazardous sidewalk section. Sixty five (65)
days will be added to the contract as a result of this Change Order, Current contract time is Eight Hundred Eighty
Eight (888) calendar days, The new contract time will be Nine Hundred Fifty Three (953) days.
Specify the reasons for the change(s)
r 1. Planned or Elective" 2. Unforeseen Conditions (" 3. Quantity Adjustments (" 4. Correction of Errors
(Plans. Specifications or Scope of Work) r 5. Value Added
,- 6. Schedule Adjustments Note: One or more may be checked, depending on the nature of the change(s).
Identify all negative impacts to the project if this change order were not processed: Additional expense to the
County if the work were to be performed at a later date under separate contract.
This change was requested by: P"IContrsctor/Consultant 171 Owner rj Using Department c: CDES
Coeslgn Professional r1Regulatory Agency (Specify) r Other (Specify)
CONTRACT SPECIALIST PARTICIPATION IN NEGOTIATIONS: f7 Yes
This form is to be s' d an e
r No
APPROVED BY:
Date: 10/31/B
e Delate. Senior Project Manager
Revised 11.19.2007
REVIEWED BY:
../
Rhonda Cummings, Contract
Revised 11.1 9.2007
Date:
t
/
~
Aoenda Item No. 1667
December'2, 2008
Page 67 of 68
CHANGE ORDER
,^,~eAB6 Item tJe. 1607
December 2, 2008
Page 68 of 68
CHANGE ORDER NO. 4
CONTRACT NO. 05-3770
BCC Date: March 14, 2006
Agenda Item: 10C
TO: Astaldi Construction Corp.
8220 State Road 84, Suite 300
Davie, Florida 33324
Andrea Bozzelli
DATE: October 31,2008
PROJECT NAME: Immokaiee Road (1-75 to Collier Blvd)
PROJECT NO.: 66045
Under our AGREEMENT dated March 14, 2006.
You hereby are authorized and directed to make the following change(s) in accordance with terms and
conditions of the Agreement: The intent of this change order is to provide reimbursement to the Contractor for
the use and supply of labor, equipment and materials not covered under the original contract to make changes
to the project: These changes include changing signal equipment from modems to Ethernet switches, removal
and replacement of street name sign panels, provide additional maintenance of traffic and mobilization for the
project as a result of flooding issues associated with Tropical Storm Fay and associated weather delays. final
pricing for installation of Conspan bridge and road and drainage work] provide design for unforeseen utilities
discovered under Northbrooke bridge, installation of temporary and permanent utilities associated with the
unforeseen condition, adjustment of an existing manhole discovered while excavating for median topsoil
replacement, and replacement of a hazardous sidewalk section. Sixty five (65) days will be added to the
contract as a result of this Change Order for the time needed to complete this work. See Contractor's
attached pricing spread sheet and proposal,
FOR THE Sum of: $965,869.67
Original Agreement Amount
$22,365,498.91
$ - (123,30446)
Sum of Previous Changes
This Change Order (Add)
$ 965,869.67
Present Agreement Amount
$23,208,064.12
Approved by:
The time for completion shall be changed by Sixty Five (65) calendar days due to this Change Order # 4
Additionally, Contract Change Notification Leiter # 1 added Eighty Four (84) calendar days to the project.
Accordingly, the Contract Time will change from Eight Hundred Eighty Eight (888) calendar days to Nine
Hundred Fifty Three (953) calendar days. The substantial completion date will change from October 31. 2008 to
January 5, 2009 and the final completion date from November 21. 2008 to January 26, 2009. Your acceptance
of this Change Order shall constitute a modification 10 our Agreement and will be performed subject to all the
same terms and conditions as contained in our Agreement indicated above, as fully as if the same were
repeated In this acceptance. The adjustment, if any, to the Agreement shall constitute a full and final seltiement
of any and all claims of the CQDll:\lctor '.l~ au of or related to the change set forth herein, including claims for
impact and delay costs. (--- / I > , // I
Recommended by: ". - Date III/d/ /?
,-:Joe elate. ASLA. enior Project Manager / 17'
/^/)/ ./ j , "
,/ p':::)/ ;'":1... /' i\:.' ~ G ,j Date II I } <j J L \
Gary FutaanSllU, P.E', Prinrnpal Project Manager /.
/-, ,,' I /
/.--', ......~.J-. JI'J</ D"
/"')- 'Y/ I Date: I I _ 6'
-:lay AhmacV,P E. Director
Approved by:
Approved by:
Accepted by:
Norman Feder, AICP, Adm'
r-Al / ~o
Andrea Bozzefli, Chief Fina cia! Officer
Astaldl Construction Corporation
Date:
Date:
(i Jrs/GA
.