1121-Prime Const-Cloud Branch-Work Directives 1-7S
SECTION 00945
WORK DIRECTIVE CHANGE FORM
Work Directive No.:
Name of Project: Cloud Branch Drainage Improvements - Ph. 1 (IFB 05/06 -08)
Effective Date:
Owner: City of Sanford
Contractor: Prime Construction Group, Inc.
Description of Change: See Attached
Reason for Change: See Attached
If a claim is made that the above change(s) have affected Contract Price or Contract Time, any
claim for a Change Order based thereon will involve one of the following methods of
determining the effect of the change(s).
Method of Determining the Change in
Contract Price
Time and Materials
X Unit Prices
Cost Plus Fixed Fee
Other
Method of Determining the Change in
Contract Time
Contractor's Records
Engineer's Records
X As Specified Below
Other
Estimated ;^^r „�vFease (decrease) in Contract Estimated increase (decrease) in Contract
Price = ($57,417.00) . If the change Time = 0 days. If the change
involves an additional increase, estimated involves an additional increase, estimated
amount is not to be exceeded without time is not to be exceeded without further
further authorization. authorization.
Recommended B
CPH Engineers, nc. Date
SPECLIB062703
00945 -1
Executed By:
Owner'UAWhorizeN Reore, erlative
Contractor's Authorized resentative
Roy W. Smith, Jr resident
Prime Construe n Group, Inc.
END OF SECTION
24 10 I®A
Date
Date
(39945 -2
SPECLIB062703
WORK DIRECTIVE NO. 1- Summary of Changes
ITEM 1 — Modified 4 X11 Box Culvert at FPL Transmission Pole
Description of Change: The 4 X11 box culvert between 11 St and 12 St was modified to
deflect around an existing FPL Transmission Pole, since FPL is
not able to relocate the existing pole (pole is too large for FPL to
relocate). The change includes adding an additional manhole
access at the deflected section, extra work needed to work around
the pole, and an increase to the overall box culvert length.
Reason for Change: To accommodate existing FPL Transmission Pole
Change in Contract Price: $11,857.00
Change in Contract Time: 0 Days
ITEM 2 — Deletion of S -27 & S -28, and Modification to 5 X 5 Box Culvert Location.
Description of Change: Structures S -27 and S -28 were deleted and 45 degree bends
along with manhole access points were added to the box culvert.
The 5 x 5 box culvert was also shifted approximately 20' toward
the west to minimize utility relocations.
Reason for Change: Easier to construct and provided a cost savings to the City.
Change in Contract Price: ($55,534.00)
Change in Contract Time: 0 Days
ITEM 3 — Delete Structure 5 -36 and Add Modified Box Culvert with P -6 Riser
Description of Change: Type J -6 curb inlet structure S -36 was deleted and a modified box
culvert section was added with a P -6 riser and inlet top.
Reason for Change: Easier to construct and provided a cost savings to the City.
Change in Contract Price: ($1,597.00)
Change in Contract Time: 0 Days
Page 1 of 2
ITEM 4 - Delete Structure S -35 and Add Modified Box Culvert with Riser, Ring and Cover
Description of Change: 14 x 9 conflict Junction Box S -35 was deleted and a modified box
culvert section was added with a manhole access point. The
conflict will be installed through the box culvert section.
Reason for Change: Easier to construct and provided a cost savings to the City.
Change in Contract Price: ($12,143.00)
Change in Contract Time: 0 Days
Page 2 of 2
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2:E
SECTION 00945
WORK DIRECTIVE CHANGE FORM
Work Directive No.: 2 (Revised)
Name of Project: Cloud Branch Drainage Improvements - Ph. 1 (IFB 05/06 -08)
Effective Date:
Owner: City of Sanford
Contractor: Prime Construction Group, Inc.
Description of Change: Modify 4 x 11 box culvert at existing gravity sewer and
replace 40 LF of existing 8" sanitary sewer with new 8" DI sewer at 11 Street.
Reason for Change: The existing sewer line was encountered while installing_
the 4x11 box culvert across 11 street. At the City's request, the new box culvert was then
modified and the sewer was changed from clay to ductile iron in the conflict area.
If a claim is made that the above change(s) have affected Contract Price or Contract Time, any
claim for a Change Order based thereon will involve one of the following methods of
determining the effect of the change(s).
Method of Determining the Change in
Contract Price
Method of Determining the Change in
Contract Time
Time and Materials
X Unit Prices
Cost Plus Fixed Fee
Other
Estimated increase (decrease) in Contract
Price = $8,934.71 If the change involves
an additional increase, estimated amount is
not to be exceeded without further
authorization.
Contractor's Records
Engineer's Records
X As Specified Below
Other
Estimated increase (desrease) in Contract
Time = 1 days. If the change
involves an additional increase, estimated
time is not to be exceeded without further
authorization.
00945 -1
SPECLIB062703
Recommended
CPH Engineer c.
Executed By:
Owner's Authorized Representative
n/a9 /�c.
Date
/ ?- / . 10 !o
Date
1zlefo�
Contractor's Authoriz epresentative
Roy W. Smith ., President:
Prime Constr ion Group, Inc.
END OF SECTION
Date
00945 -Z
SPECLIB062703
- PRIME CONSTRUCTION GROUP, INC. CGCO 37504 . CU CO516650 QB33325
1000 Jetstream Drive, Orlando, FL 32824 407 -856 -6180 PH
P.O. Box 590507, Orlando, FL 32859 -0507 (Mailing Address) 407- 856 -8182 FX
November 17, 2006
CPH Engineers
500 West Fulton Street
Sanford, FL 32771
Attn: Rocco Nasso, P.E.
j I
�) 530- 02 -005R
RE: Cloud Branch Drainage Improvements -- Phase I
City of Sanford Project No.: 05106 -08
Prime Construction Group, Inc. Job No. 530
CO. Proposal to replace existing 8" sanitary sewer with new Dl sewer on
11 St - Revised
Dear Rocco:
Attached please find the Revised Change Order Proposal to modify 4 x 11 box culvert
and replace 40 LF of existing 8" sanitary sewer with new 8" DI sewer at 11 th Street. The
above sewer line was riot shown in the plans and encountered while laying the above
box culvert on 11 St.
This proposal includes. all labor, material, equipment and subcontractor costs for the
following:
• Modify 4 x 11 box culvert - $ 4,13 1.71
Replace 8 ",-sanitary sewer. with new 8" DI .sewer - Increase Pay Item # 144
quantity by 40 LF at $120.00 /1-17 - $4,800:00
The total.value.of the above .proposal is valued at and one (1) additional day.
The above" revision was discussed with- City of. Sanford. in the progress meeting on
November 14, 2006. * Also, PCG to disregard W DC No. 2 form dated November 08,
2006 sent by CPH for execution.
If you have any questions regarding the Change Order Proposal, please do not hesitate
to call.
Sincere) ?
c
eta Patel
Project Manager
KP!pa c
FAPrcject_ManagementUobs\530 Cloud Branch Drainage Imp. Phase l\02Correspondenc6\To -from Engineer CPM005R CO Proposal for
relocating sanitary sewer at 1 I th St : Revised.doc
Change Order Proposal
Change Request No,:
-53.0-04-Revised.-.-
........Date:
i7- Nov_ -06
Owner Reference:
Description:
Modify 4x11 Box Culvert and
Replace 8" Sanitary Sewer on 11th St.
Crew Size Ouantity
Unit
Unit Price
Extension
PCG Labor with Burden
1 Modify 4 x 11 Box Culvert on 11th SL toaccommodate existing
Foreman, Pipe 1
1.5
Days
$489.00
$733.50
8' sanitary sewer line
Pipe Layer . 1
1
Days
$336.00
$336.00
Pipe Tallman 1
I
Days
$294.00
$294.00
Pipe Laborer i
1
Days
$273.00
$273.00
Operator, Track Excavator 1
2
Hn;
$36.00
$72.00
Operator, Loader 1
2
Hrs
$29.00
$58.0D
3 CG Labor Subtotal
$1,766.50
PCG Labor Markup
15.00%
$264.98
Materials
1 Concrete
1.5
CY
$116.OD
$174.00
4aterial Subtotal
$174.00
Material Tax
6.50 °6
$11.31
Material Markup
115.00%
$27.80
Equipment and Other Rentals
Modify 4 x 11 Box Culvert on 11th St. to accommodate existing
Excavator, PC 300
0.25
Day
$980.00
$245.00
8' sanitary sewer line
Pickup Truck & Cell Phone
1.5
Day
$175.00
$262.50
Loader, JD 644 - 4 CY .
025
Day
$765.00
$19125
tental Subtotal
$698.75
Rental Tax
6.50%
$45.42
- Rental Markup
15.00%
$111.63
subcontracts
1 Conciete Cutting and Breaking - Saw Cut 4xi 1 Box Culvert
1
LS
$(100.01)
$800.00
subcontractor Subtotal
$600.00
Subcontractor Markup
5.00%
$4000
Change Order Subtotal
$3.940.38
Daily Jobsite Overhead
1.00
Days
$159.00
$159.00
Small Tool Allowance
2.00%
$1,766.50
$35.33
$4,134.71
Bv,+a- r+nrs'Jflt'
2.00:6
Change Order Subtotal
E4
Pa stem 4 144' lncre
40
LF
$120.00
a8.dG0 -00
Change Order Grandlotal
C&43,'..4A
tdditlonai Contract Time requested
1
bay
o r 134.71
'his estimate is valid for 30 days.
:W rojeet_ \WnsgemenNobslS30 Cls�d B.anch tmp. Ph ess hUtPSyAppfGaEpns4P ayApp &elensllPsyAPpkapon ].wWN G7tU
Orlando, FL 32824
(� Phone 407.856.0997
Fax 407,956.0798
Florida CGC- 061534
'.
CCB Orlando order-I .
J ob:oca "°" 13th and Lake
Street
cay9tate Sanford, FL
Job Phone P.O. F
,. 005322
°a10mQ Prime Construction Grou
Name. p
Job Ordered
Q
Job k
Sweet Address PO BOX 590507
- .
Dale Ordered_
G tystata,2r� Orlando, FL 32859 -0507
Q Order Taken
Slad Date
10/27/06 & 10130/06
Perron,
Reauestin'
Hid Due Date
Direallons 7o Jotaft _
jcayrrme
(mice Y 407.877.1$00
Dale 0"oled
Fax Y
comment:
Quoted By
Description of Work
unit
Amount
- Ouantity
Well
Saw
GaS Slab
Saw
Elae
SS
Demolition
Rem"'ll�
Elea
Drill ....
liyd
Dnll
Wire
Saw .. .
Curb
Saw
Hyd Hand
Saw
Chain
Saw,
Oifiar
520.00
220.00
.60.00:
11
linear feet of 12" concrete wall sawin
$25.00
$275.00
7
linear feet of 16 concrete wall sawing
$35.00
$245.00
2
plunge cuts with 24" hand saw in corners of box to complete horizontal cut
$30.00
$60.00
4
4" diameter core drill x 12" concrete box top
$55,00
$220.00
Mileage
Cha e
Total
N/C
$800.00
SECTION 00945
Work Directive No.:
Name of Project:
Effective Date:
Owner:
Contractor:
WORK DIRECTIVE CHANGE FORM
3
Cloud Branch Drainage Improvements - Ph. 1 (IFB 05/06 -08)
City of Sanford
Prime Construction Group, Inc.
Description of Change: Install new Ditch Bottom Inlet south of S -15 along with 16 LF of
24" RCP Also modify Wingwail at S -15 to accommodate 24° RCP.
Reason for Change: The existing ditch along the east side of Lake Avenue needed to
be connected to the 3 x 7 box culvert crossing to eliminate erosion behind structure S -15.
If a claim is made that the above change(s) have affected Contract Price or Contract Time, any
claim for a Change Order based thereon will involve one of the following methods of
determining the effect of the change(s).
Method of Determining the Change in
Contract Price
Time and Materials
X Unit Prices
Cost Plus Fixed l=ee
Other
Estimated increase ( �'�se ) in Contract
Price = $8,136.12. If the change involves
an additional increase, estimated amount is
not to be exceeded without further
authorization.
Method of Determining the Change in
Contract Time
Contractor's Records
Engineer's Records
X As Specified Below
Other
Estimated increase (decrease) in Contract
Time = 1 days. If the change
involves an additional increase, estimated
time is not to be exceeded without further
authorization.
4
00945 -1
SPECLIS062703
Rec rnmendea B
CPH Enginee , Inc.
m /zflo(
Date
z Z , /; A 4
Date
(Z1r. Ia&
Contractor's Authorized
Roy W. smith
Prime Constr
Date
END OF SECTION
00945 -2
SPECLIB062703
Executed By:
PRIME CONSTRUCTION GROUP, INC CGCO37504 CUCO56650 OB33325
1000 Jetstream Drive, Orlando, FL 32824 407- 856 -8180 PH
P.O. Box 590507, Orlando, FL 32859 -0507 (Mailing Address) 407- 856 -8182 FX
November 14, 2006
CPH Engineers 530 -02 -006
500 West Fulton Street
Sanford, FL 32771
Attn: Rocco Nasso, P.E.
RE: Cloud Branch Drainage Improvements — Phase I
City of Sanford Project No.: 05106 -08
Prime tonstruction Group, Inc. Job No. 530
CO Proposal for new DBI on Lake Ave S -15A
Dear Rocco:
Attached please find the Change Order Proposal to install new Type D Ditch Bottom
Inlet and 24' RCP to connect the ditch along East side of Lake Ave with 3 x 7 box
culvert crossing.
The above work was discussed with City of Sanford the'progress meeting in. October.
The decision was made to install the above to eliminate erosion behind wingwall at S-
This propo'sal'_includes all labor, material and equipment costs for the following:
Modify wingwall at S -15 to accommodate 24" RCP
Install DBI S-1 5A and 1 LF of 24" RCP .
�Z13L. /A
The total value of the above proposal is valued at and increase in contract
time by one (1) additional day.
If you have any questions regarding the Change Order Proposal, please do not hesitate
to call.
Sincere[ -
Patel
Pr
Project Manager
KPlpac
FAProject Management\Jobs \530 Cloud Branch Drainage Imp. Phase 1\02Correspozidence \To -from Engineer CPH\006 CO Proposal for New
DBI on Lake Ave S- 15A.doc
''
Change Order Proposal
Dhange Request No.:
530 -05
Date:
13- Nov -06
D�vner Deference:
Description:
New DBI on Lake Ave S-1 5A
Crew Size Quantity
Urtft
Unit Price
Extension
ECG Labor with Burden
1 Install 16 LF of 24' RCP through S -15 Wingwall and Set DBI
Foreman, Pipe 1
1
Days
$489.00
$489.00
S -15A South of 3x7 Box Culvert on Lake Ave
Pipe Layer 1
1
Days
$336.00
$336.00
Pipe Laborer 1
1
Days
$273.00
$273.00
Pipe Tallman 1
1
Days
$294.00
$294.00
Operator, Track Excavator 1
1
Days
$399.00
$399.00
Pipe Layer 1
1
Days
$336.00
$336.00
Foreman, Carpenter 1
3
Hrs
$61.00
$183.00
Concrete Finisher 1
3.
Hrs
$52.00
$156.00
Concrete Finisher Helper 1
3
Hrs
$52.00
$156.00
CG Labor Subtotal
$2,622.00
PCG Labor Markup
15.06%
$393.30
Vlaterials
1 24' RCP
16
LF
$25.36
$405.76
1 S-1 5A Type D Ditch Bottom Inlet with non - traffic grate
1
EA
$1,302.09
$1,302.09
1 Mud and Brick
1
LS
$200.00
$200.00
aterial Subtotal
$1,907.85
Material Tax
6.50%
$124.01
Material Markup
15.00%
$304.76
Equipment and Other Rentals
1 Install 16 LF of 24' RCP through S -15 Wingwall and Set DBI
Excavator, PC 300
1
Day
MOM
$980.00
S-1 SA South of 3x7 Box Culvert on Lake Ave
Loader, JD 644 - 4 CY
1
Day
$765.04
$765.00
Pickup Truck & Cell Phone
1
Day
$175.00
$175.09
Plate Compactor, 13K Force
1
Day
$115.00
$115.00
Pickup Truck & Cell.Phone
0.375
Day
$175.00
$65.63
ental Subtotal
$2,100.63
Rental Tax
6,50%
$136.54
Rental Markup
15.00%
$335.57
Subcontracts
ibcontractor Subtotal
Subcontractor Markup
5.00%
Change Order Subtotal
$7,924.68
Daily Jobsile Overhead
1.00
Days
$159.00
$159.00
Small Tool Allowance
2.00%
$2,622.00
$52.44
S8.136 12
�8ef>d,4rr�dnt
Q-ee"
-*� a
Change Order G; andtetal
Es as &s�
ddltional Contract Time requested
1
Day
its estimate is valid for 30 days. .
'rojeer_Managemen Nobs' Cloud a D tram ape Imp. Phasa rw^ OCDst ManapemMftChanga Drdem) :CDPrepDul5 Ne DOI on take Ave$•95AXL510henne Shur
SECTION 00945
WORK DIRECTIVE CHANGE FORM
Work Directive No.: 4 (Revised
Name of Project: Cloud Branch Drainage Improvements - Ph. 1 (IFB 05/06 -08)
Effective Date:
Owner: City of Sanford
Contractor: Prime Construction Group, Inc.
Description of Change: Dispose of contaminated soil stockpiled on the Pond 5 site.
729.15 tons of Contaminated Soil was loaded and hauled to Soil Treatment Services Inc. in
Kissimmee, FL. (see attached deliver tickets and hauling invoice)
Reason for Change: The contaminated soil was removed from Coastline Park during
the construction of the new ditch. The Contractor was unable to use the soil due to the presence
of petroleum contaminate.
If a claim is made that the above change(s) have affected Contract Price or Contract Time, any
claim for a Change Order based thereon will involve one of the following methods of
determining the effect of the change(s).
Method of Determining the Change in
Contract Price
Method of Determining the Change in
Contract Time
Time and Materials
X Unit Prices ($57.36 /TN)
Cost Plus Fixed Fee
Other
Estimated increase ( in Contract
Price = $42,374.04 If the change involves
an additional increase, estimated amount is
not to be exceeded without further
authorization.
Contractor's Records
Engineer's Records
X As Specified Below
Other
Estimated increase ( '� i �e) in Contract
Time = 3 days. If the change
involves an additional increase, estimated
time is not to be exceeded without further
authorization.
00945 -1
SPECLIB062703
Re co mended By:
C H Engineers, I �.
Executed By:
Owner's Auto
ntative
Contractor's Aulh presentative
Roy W. Smith END OF SECTION
Prime Construction Group, Inc.
SPECLIB062703
1 1;
Date
Date
. 2 -23 - o-i
Date
A '1
PRIME CONSTRUCTION GROUP, OUP, I N C -_ - - - -- CGCO37504 === CUCO56650 -- 0833325 __
1000 Jetstream Drive, Orlando, FL 32824 407- 856 -8180 PH
P.O. Box 590507, Orlando, FL 32859 -0507 (Mailing Address) 407- 856 -8182 FX
January 23, 2007
CPH Engineers
500 West Fulton Street
Sanford, FL 32771
Attn: Rocco Nasso, P.E.
RE: Cloud Branch Drainage Improvements — Phase I
City of Sanford Project No.: 05/06 -08
Prime Construction Group, Inc. Job No. 530
Dispose Contaminated Dirt — Final Cost
Dear Rocco:
530 -02 -013
Per our letter regarding disposal of contaminated dirt dated January 3, 2007, all the
extra work associated with the above has been completed.
Total quantity of contaminated dirt delivered to Sail Treatment Services (STS) for
incineration is 729.15 TN. The unit price quoted for the above work was $57.36/TN.
Since the quantity of material went over 700 TN, STS performed two (2) additional pre -
burn samples at $225 /EA. Also there is a $100.00 charge for trash in loads (See
attached invoice for more details).
Hence, the total cost to dispose contaminated dirt from pond 5 is $42,374.04. Please
issue the work directive change for the above work at your earliest convenience.
If you have any questions regarding the above costs, please do not hesitate to call.
Sincerely,
Ka to, n"PateI
Project Manager
KP /kp
',t�mieet hi�nae n eni�Yobc\ 3t? Cloud Bmnc#h Drainage Imp, Phase Engin,°er t_ PE4V113 r'�ispose =-taminated
dirt - Final Cost.dod
Change Order Proposal
. - -- - - - -- - - - -
Change Request No.: 530 -07 Dat,
Owner Reference:
Description: Load and Haul Contaminated Dirt from
Pond 5 to Soil Treatment Services in
PCG Labor with Burden
1 Load contaminated dirt from Pond 5
Foreman, Dirt 1
2
Days
$489.00
$978.00
Operator, Loader 1
3
Days
$315.00
$945.00
$1,923.00
PCG Labor Subtotal
PCG Labor Markup
15.00%
$2B8.45
Materials
Material Subtotal
Material Tax
6.50%
Material Markup
15.00%
Equipment and Other Rentals
1 Load contaminated dirt from Pond 5
Loader, JD 644 - 4 CY
3
Day
$765.00
$2,295.00
Pickup Truck 8 Cell Phone
2
Day
$175.00
$350.00
$2,645.00
Rental Subtotal
Rental Tax
6.50%
$171.93
Rental Markup
15.00%
5422.54
Subcontracts
1 Haul contaminated did to Soil Treatment Services, Kissimmee,
417
TN
$18.00
$7,506.00
1 Soi! Treatment Services - Dispcsal Fee
417
TN
$23.00
$9,591.00
$17.097.00
Subcontractor Subtotal
Subcontractor Markup
5.00%
$954.85
Change Order Subtotal
$23.402.76
Daily Jobslte Overhead
3.00
Days
$159.00
S477,DC
Small Tool Allowanca
2.00%
$1,923.00
$38.46
523.918.22
Bond Amount
2.00%
3411111906-
Change Order Granetotal
�
Price Pr>r TN
Aocontnna! I,ontrvct i eme reauestettt
This estimate is VaUd for 30 days.
r V ,.j-r_ e—&. D1.0-0�
I Dar. n &P-. Shw
If - - I
T�ild -3 -F 07 11:54A FROM: STHR HAULING 11-IC
January 3, 2007
Prime Construction Group, Inc.
1000 Jetstream Drive
Orlando, FL 32824
TO: 407B5681.82
85681.02
Re: Cloud Branch Drainage Improvements.
Attention: Katen Patel
The haul rate of contaminated material from Lake Avenue & I P Street, Sanford, to the
dumpsite in Kissimmee is $18.00 per ton. This price includes all necessary tolls.
Should you require any further information, please do not hesitate to contact roe.
Sincerely,
' a.. 4-a—
r Mervyn Reece
President
F.D.O.T D.B.E. M.B.E. M.W.O.B.E.
P.O.BOX 915437 WNCWOOD FLORIDA 32791
OFFICE (407) 6824345 FAX (407) 662 -4367
AN - .31 •-ddb f 11:14 F KUf I : 5. UHKF�
Immri.n
'M r c2 r5 U40d
IU:>K704078568182
P.2
F.D.O.T
D.B.L KILL hLW.0.8.&
P.O.803<
915437
L ONC;WOOD FLORIDA.
42791-5437
OFFICE (407)
"24345 Fat (407) 612 -4367
SOLD TO:
INVOICE NO.:
13530
PRIME CONSTRUCTION
GROUP, INC.
INVOICE DATE:
1/12/2007
P.O. BOX 590507
CONTAMINATED
SOIL HAULING
ORLANDO, FL 32859 -0507
BY THE TON
LOCATION:
DATE
CLOUD BRANCH DRAINAGE IMPROVEMENTS —PHASE I
?ICFCET # TRUCK # UNITS PRICE PER UNIT
AMOUNT
1/10/2007
26192
1
70.29
$18.000
$1,285.22
1/1012007
19787
7
76.64
$18.000
$1,379.52
1/10/2007
25201
101
71.66
$18.000
$1,289.88
1/10/2007
26505
301
73.19
$18.000
$1,317.42
1/10/2007
26977
702
70.95
$18.000
$1,277.28
1/10/2007
26169
2123
80.79
$18.000
$1,454.22
TOTAL:
443.53
$18.000
$7,983.54
1/11/2007
26183
1
47.8
$18.000
$860.40
1/11/2007
19768
7
48.04
$18.000
$864.72
1/11/2007
25270
101
45.38
$18.000
$816.84
1111 /2007
26508.
301
48.88
$18.000
$879.84
1/11/2007
26978
702
44.19
$18.000
$795.42
1/11/2007
28170
2123
51.33
$18.000
$923.94
TOTAL:
285.62
$18.000
$5,141.16
TOTAL:
729.15
TOTAL:
$13,12470
DEC -15 -2006 08:38 FROM :HESS__ & FERRANTE 5042477003
loll
TREATMENT
7ERVICE! ine.
March 21st, 2006
TO ALL STS CUSTOMERS-..
ij :4078568182 P:4/4
As of April 3rd, 2006, the following prices on incinerationpetroleum
contaminated soils will be as follows: Note: We do -not transport!
0•- 33 Tons (minimum tee)
All over the above:
30 -days payment
45 -days payment
45 - 60 days payment
$800.00 (30 -day pay)
$23.00 /ton
$24.00 /ton
$26.00 /ton
We cannot wait past 60 -days for payment on any-jobs. You will need to
make financial arrangements with your bank etc .to see that we get.pai:d.
within this time period, as we cannot .finance or carry any debts past
this time limit.
These prices may later be adjusted if fuel prices go up.
On your billings you will be billed at the highest rate $26 /tn and the
discount will be offered on the in (as per above)
-{L We cannot take any clay or gumbo
We can only take petroleum contaminated soils
If trucks are lined with plastic there will be an additional charge of
4 $100 /per load
If there is plastic all thru the dirt & alot of debris it will be an
extra $50 /per load
All pr -burn samples & soil site data sheet must be in our hands. at
least 2 -days prior to the job starting just to make sure it is soils
we can take.
Craig Keene does all the scheduling of the soils that comes in. His cell
phone number is 407- 973 -6037
if you have any questions please call us at the number listed below:
f .
Craig A Keene
OE- ce Hours 7AM to 317m �° n thru Thvrsl - 'Z v r 7 to vl� Friday
yo can call. Craig on his cell phone i f you need him
3505 PLIG MILL ROAD 0 KISSI FLORIDA 34741 -6462 * (407)9&3-8414 ® FAX(407)933-4521
�I 1
1� OIL
TReRT eNT INVOICE NO. #27 -101
_=IERVICC-f ina.
- PUG MILL ROAD
KISSIMMEE, FLORIDA 34741 -6462 DATF- 1115/07
(407) 933 -8414 • FAX (407)P33
P.O.# 530-10
S ,Ytime Construction Group, Inc. Job: City of Sanford
0 P.O, Box 590507 Coastline Park
L orl do, FL 32859 -0507 Poplar & e Street
0 Sanfat'd, FL
T Attention. Patti Maus delvd: 1/10107.1/11/07
0
QUANTITY QF- $QRIPT {ON AMOUN
729.15 lTns
Services for incineration of petroleum rantsrnhw d soils at
$26.00 a ton
An additional charge for: 2 pre -burn samles
trash in loads
TOTAL.
Manifest #2725 -2733, 2735.2737, 2739 -2741, 2743 -2745,
2748, 2750 -2755, 2757, 2760, 2762 -2764 (copies en4osed)
Note; A certificate of recycling will be issued after payment &
when the post buns come back from the lab.
30-day payment $3 /ton discmmt. (2, 197,45) 2/14107
45 -day payment $2/ton discount (1, 458.30) 3/1/07
After 45 stays- no discount
$18,957.90
$450.00
S100,00
$19, 507.90
INVOICE
€/3:d 38tiSS?S8`Ob:01 200 "tr3i706 31NtU1 GJ 2 N0ISS3H :W0J3 2T :tT Z ®83- ST -NHr
SECTION 00945
WORK DIRECTIVE CHANGE FORM
Work Directive No.: 5
Name of Project: Cloud Branch Drainage Improvements - Ph. 1 (IFB 05/06 -08)
Effective Date:
Owner: City of Sanford
Contractor: Prime Construction Group, Inc.
Description of Change: Modify 5 x 5 box culvert and S -21 to accommodate
existing gravity sewer between 13 St and 12 St, and replace 26 LF of existing 8" sanitary
sewer with new 8" DI sewer.
Reason for Change: Existing sewer lines were encountered while installing
the 5x5 box culvert between 13 St and 12 St., and while enclosing the existing ditch between
13 St and 12 St. At the City's request the new box culvert and S -21 were modified and the
sewer was changed from clay to ductile iron in the conflict areas.
If a claim is made that the above change(s) have affected Contract Price or Contract Time, any
claim for a Change Order based thereon will involve one of the following methods of
determining the effect of the change(s).
Method of Determining the Change in
Contract Price
Method of Determining the Change in
Contract Time
Time and Materials
X Unit Prices
Cost Plus Fixed Fee
Other
Estimated increase ( �'a9Grea ) in Contract
Price = $8,766.53 If the change involves
an additional increase, estimated amount is
not to be exceeded without further
authorization.
Contractor's Records
Engineer's Records
X As Specified Below
Other
Estimated increase ( d°GPeaS9) in Contract
Time = 1 days. If the change
involves an additional increase, estimated
time is not to be exceeded without further
authorization.
90945 -1
SPECLIB062703
Recommended B
CPH Engineers, I c Date
Executed Bv:
er's Autho`riz,6d presentative
Date
2 -7 -0"7
Contractor's A Pwzed Representative Date
END OF SECTION
SPECLIB062703
PRIME CONSTRUCTION GROUP, INC. cGCO37504 CUCO56650 QB33325
1000 Jetstream Drive, Orlando, FL 32824 407- 856 -8180 PH
P.O. Box 590507, Orlando, FL 32859 -0507 (Mailing Address) 407- 856 -8182 FX
January 3, 2007
CPH Engineers
500 West Fulton Street
Sanford, FL 32771
Attn: Rocco Nasso, P.E.
530 -02 -010
RE: Cloud Branch Drainage Improvements — Phase I
City of Sanford Project No.: 05/06 -08
Prime Construction Group, Inc. Job No. 530
CO Proposal — Modify 5x5 box culvert and S -21 to accommodate existing
8" sanitary sewer line between 13 & 12 Street
Dear Rocco:
Attached please find the Change Order Proposal to modify 5 x 5 box culvert and S -21
ditch bottom inlet and to replace 26 LF of existing 8" sanitary sewer with new 8" DI
sewer between 13 and 12 Street. The above sewer line was not shown in the plans
and encountered while laying the storm sewer and box culvert.
This proposal includes all labor, material, equipment and subcontractor costs for the
following:
• Modify 5 x 5 box culvert and S -21 - $5,646.53
• Replace 8" sanitary sewer with new 8" DI sewer — Increase Pay Item # 144
quantity by 26 LF at $120.00 /LF - $3,120.00
The total value of the above proposal is valued at $8,766.53 and one (1) additional day.
If you have any questions regarding the Change Order Proposal, please do not hesitate
to call.
Sincerely,:,
OtaOlpatel
Project Manager
KPlpac
F: \Project_ Management\Jobs \530 Cloud Branch Drainage Irnp. Phase 1\02Correspondence \To -from Engineer CPH\010 CO Proposal -Modify S-
21 and 50 BC.doc
Change Order Proposal
Change Request No.: 530 -06 Dat
Owner Reference:
Description: Modify 5x5 Box Culvert & S -21 to
accommodate exist. 8" sanitary sewer
line between 13th & 12th Street
PCG Labor with Burden
1 Modify 5x5 box culvert and S -21 DBI
Foreman, Pipe i
1
Days
$489.00
$489.00
to accommodate existing 8' sanitary sewer line
Pipe Layer 1
1
Days
$336.00
$336.00
Pipe Tallman 1
1
Days
$294.00
$294.00
Pipe Laborer 1
1
Days
$273.00
$273.00
Operator, Track Excavator 1
1
Days
$399.00
$399.00
Operator, Loader 1
1
Days
$315.00
$315.00
$2,106.00
PCG Labor Subtotal
PCG Labor Markup
15.0
$315.90
Materials
Material Subtotal
Material Tax
6.50%
Material Markup
15.00
Equipment and Other Rentals
Modify 5x5 box culvert and S -21 DBI
Excavator, PC 300
1
Day
$980.00
$980.00
to accommodate existing B' sanitary sewer line
Pickup Truck & Cell Phone
1
Day
$175.00
$175.00
Loader, JD 644 - 4 CY
1
Day
$765.00
$765.00
Saw, Cutoff / Demolition
1
Day
$60.00
$60.00
$1,980.00
Rental Subtotal
Rental Tax
6.50%
$128.70
Rental Markup
15.00%
$316.31
Subcontracts
1 Concrete Cutting and Breaking - Saw cut 5 x 5 box culvert and
1
LS
$570.00
$570.00
S -21 DBI
Subcontractor Subtotal
$570.00
Subcontractor Markup
5.00%
$28.50
Change Order Subtotal
$5.445.41
Daily Jotslle Overhead
1.00
Days
$159.00
$159.00
Small Tool Allowance
2.00%
$2,106.00
$42.12
$5,646.53
Bond Amount
2.00%
Charge Order Subtotal
$5,646.53
Pal Item A 144 Increase
25
LF
$120.00
$3,120.00
Change Order Grandtotal
$8.766.53
Aoanlonoi uonrracl Ilme re(lueareu
This estimate Is valid for 30 days.
F 1F,- 1/an.p«n.nNO Mud 8,- D---
. I e•,. ,
Concrete Cutting & Breaking Co.
Phvsical Address: Remit Payments Only to:
4501 Airwest SE 1804 Reliable Parkway
Grand Rapids, MI 49512 ,Chicago IL 60686 -0001
(616) 554 -4876
(616) 554 -5032 fax
•
Invoice No. WSHS32220
Date 11/30/2006
Customer ID PRIM- CON -OR
PAGE 1
PRIME CONSTRUCTION GR U'—� (� p CLOUD BRANCH DRAINAGE IMPROVE
P.O. BOX 590507 1 (-j 13TH & LAKE
ORLANDO, FL 32859 -0507 U + SANFORD. FL
DE C I
r! _
Work Done:11 /15/2006 thru 11/15/2006
Our Locations
Delray Beach, FL 561- 278 -2700
Grand Rapids, MI Service 616- 451 -2886
Brecksville, OH
440- 546 -0500
Orlando, FL 407- 423 -3366
Grand Rapids, MI Highway 616 -456 -9441
Columbus, OH
614- 257 -1827
aCKsonvi e, L - TOUT- - =171985
PAishawaka, IN 574- 255 -8805
Lancaster, NY .
716- 684 -0262
Raleigh, NC 919- 779 -7344
Okemos, MI 517 - 381 -0222
Albany, NY
518 -862 -0070
• • 530
��TITY DESCRIPTION UNITPRICE EXT. PRICE
2.00 12'X 39" X 8" CONCRETE WALL ROUGH OPENINGS WITH HYDRAULIC 185.00 370.00
HAND SAW
1.00 98" X 25'X 6" CONCRETE WALL ROUGH OPENING WITH 200.00 200.00
HYDRAULIC HAND SAW
/4 Sn S QL J - 2-4
�..:.;C
Sales Total 570.00
Terms: Net 30 Days.
Any invoices over 45 days are subject to a finance charge
Of 1.5% (I8% atmual) as well as collection costs.
We Gladly Accept Mastercard, Visa, Amex & Discover
Thank you for your Business
Please Pay from Invoice
No Statement will be issued
Shipping 8 Handling
0.00
Misc. Charges
0.00
Tax Total
0 00
570.00
Less Paid Amount
0.00
_Please PayDMIC0Td?AL
�3•
SECTION 00945
Work Directive No.:
Name of Project:
Effective Date:
Owner:
Contractor:
WORK DIRECTIVE CHANGE FORM
0
Cloud Branch Drainage Improvements - Ph. 1 (IFB 05/06 -08)
City of Sanford
Prime Construction Group, Inc.
Description of Change: Modify 3 x 8 box culvert and install 12" PVC storm sewer at
20 Street ditch crossing
Reason for Change: Existing 12" storm sewer was encountered while installing
the new 3 x 8 Box Culvert across 20 Street (this storm sewer was previously unknown). A
portion of the existing storm pipe will be removed and new 12" PVC storm sewer installed and
connected to the new box culvert.
If a claim is made that the above change(s) have affected Contract Price or Contract Time, any
claim for a Change Order based thereon will involve one of the following methods of
determining the effect of the change(s).
Method of Determining the Change in
Contract Price
Time and Materials
X Unit Prices
Cost Plus Fixed Fee
Other
Estimated increase ( d°a�ease ) in Contract
Price = $5,352.46 If the change involves
an additional increase, estimated amount is
not to be exceeded without further
authorization.
Method of Determining the Change in
Contract Time
Contractor's Records
Engineer's Records
X As Specified Below
Other
Estimated increase (de e) in Contract
Time = 1 days. If the change
involves an additional increase, estimated
time is not to be exceeded without further
authorization.
00945 -1
SPECUB062703
Rec�°mmended By:
ul—
C"PH Engineers, In
Executed By:
Owner's
resentative
Date
7— - Z _ ZC�
Date
Contractor's Authgk Representative
END OF SECTION
Date
00945-2
SPECUB062703
PRIME CONSTRUCTION G INC CGCO37504 CUCO56650 Q933325
1000 Jetstream Drive, Orlando, FL 32824 407 -856 -8180 PH
P.O. Box 590507, Orlando, FL 32859 -0507 (Mailing Address) 407 - 856 -8182 FX
January 4, 2007
CPH Engineers
500 West Fulton Street
Sanford, FL 32771
Attn: Rocco Nasso, P.E.
530 -02 -012
RE: Cloud Branch Drainage Improvements — Phase I
City of Sanford Project No.: 05/06 -08
Prime Construction Group, Inc. Job No. 530
CO Proposal — Modify 3x8 box culvert and Install 12" PVC storm on 20 St.
Dear Rocco:
Attached please find the Change Order Proposal to modify 3 x 8 box culvert to
accommodate new 12" PVC storm on 20 Street. The above 12" storm drain replaced
existing 12" concrete pipe not shown in the plans and encountered while laying the box
culvert across 20 Street.
This proposal includes all labor, material, equipment and subcontractor costs for the
following:
Remove existing 12" concrete pipe
Install new 12" PVC pipe
Modify 3 x 8 box culvert to accommodate the above pipe
The total value of the above proposal is valued at $5,352.46 and one (1) additional day.
If you have any questions regarding the Change Order Proposal, please do not hesitate
to call.
Sincerely,..
O a n Ktel
Project Manager
KP /pac
P: \Pmiext_ManagementVobs'.530 Cloud Branch Drainage hop. Phase I \02Coarespondence \To -from Engineer CPHV2 CO Proposal - Modify
3x8 BC & Install 12 PVC Stonn.doc
Change Request No.:
Owner Reference:
Description:
Change Order Proposal
530-08
Modify 3x8 BC on 20th St & install new
12" PVC Storm Drain
Date: 4- Jan -07
Addltlonai Contract i ime mquesteo
This estimate Is valid for 30 days.
F1Pois<1 Me.upn�Nob C.b�a amen ro.M.p
0
a�
PCG Labor with Burden
1 Remove existing 12" concrete pipe in conflict with 3x8 BC and
Foreman, Pipe
1 1
Days
$489.00
$489.00
install new 12' PVC pipe on 20th Street
Pipe Layer
t 1
Days
$336.00
$336.00
Pipe Tailman
1 1
Days
$294.00
$294.00
Pipe Laborer
1 1
Days
$273.00
$273.00
Operator, Track Excavator
i 1
Days
$399.00
$399.00
Operator, Loader
i 1
Days
$315.00
$315.00
$2,106.00
PCG Labor Subtotal
PCG Labor Markup
15.00%
$315.90
Materials
1 12" Flex Sewer Coupling
2
EA
$39.96
$79.92
1 12" SCH40 PVC Pipe
40
LF
$14.00
$560.00
$639.92
Material Subtotal
Material Tax
6.50%
$41.59
Material Markup
15.00%
$102.23
Equipment and Other Rentals
1 Remove existing 12' concrete pipe in conflict with 3x8 BC and
Excavator, PC 40
1
Day
$280.00
$280.00
install new 12' PVC pipe on 20th Street
Loader, JD 644 - 4 CY
1
Day
$765.00
$765.00
Pickup Truck & Cell Phone
1
Day
$175.00
$175.00
$1,220.00
Rental Subtotal
Rental Tax
6.50%
$ 79.30
Rental Markup
15.00%
$194.90
Subcontracts
Concrete Cutting and Breaking
2
EA
$215. DO
$430.00
1 18" Dia Core in 3x8 Box Culvert for 12' PVC Pipe on 20th
$430.00
Subcontractor Subtotal
Subcontractor Markup
5.00%
$21.50
Change Order Subtotal
$5.151.34
Daily Jobsde Overhead
1.00
Days
$159.00
$159 00
Small Tool Allowance
2.00°/
$2,106.00
$42.12
$5.'52 46
Pond Amount
2.00%
Change Order Subtotal
$6.362.46
Addltlonai Contract i ime mquesteo
This estimate Is valid for 30 days.
F1Pois<1 Me.upn�Nob C.b�a amen ro.M.p
0
a�
6ec, 2 ?. 2006 11 :31AM? CONC CUT & BRO CO, bib 554 5032
Concrete Cutting & Breaking Co.
Phvsical Address! Remit Payments Only to:
4501 Airwest SE I804 Reliable Parkway
Grand Rapids, MI 49512 Chicago IL 60686 -0001
(616) 554 -4876
(616) 554 -5032 fax
No. o40 P
Invoke No. CDME30132
Date 12/27/2006
Customer ID PRIM- CON-OR
PAGE 1
PRIME CONSTRUCTION GROUP, INC.
P.O. BOX 590507
ORLANDO, FL 32859 -0507
CLOUD BRANCH DRAINAGE IMPRO
137H & LAKE
SANFORD.FL
Work Done: 12/12/2006 thru 12/12/2006
O ur Locations
Delray Beach, FL 561. 278 -2700
Grand Rapids, MI Service 616 -451 -2886
Brecksville, OH
440 - 546-0500
Orlando, .FL 407.423 -3366
Grand Rapids, M! Highway 516456.9441
Columbus, OH
614-257-1827
-
Mishawaka, IN 574-255.8805
Lancaster, NY
716.664 -0262
aacsonvi e,
Raleigh, NC 919- 779 -7344
Oksmos, MI 517- 381 -0222
Albany, NY
518.862.0070
1,00 24" DIAMETER CORE 12" DEEP - CONCRETE WALT. (11TH ST) OA rri'J - g/rv-t yhP-' 435.00 435 -00
2.00 18" DIAMETER CORES 8" DEEP • CONCRETE WALL (20TH ST) _ 6 -A%rr. Ir "AcP 215.00 430.00
1.00 24^ X 12" ROUGH OPENING WITH HAND SAW X 5" CONCRETE BOX — f_ 31 125.00 125.00
STRUCTURE
Terms: Net 30 Days.
Any invoices over 45 days are subject to a finance charge
of 1.5% (18 annual) as well as collection costs.
We Gladly Accept iwlastercard, i5a, Timex & Discover
Thank you for your Business
Please Pay from Invoice
No Statement will be issued
i
!
990.00
Salas Total
Shipping 8 Handling
D.00
MO. Char966
0.00
Tax Total
0.00
990.D0
Lem Paid Amount
0.00
990,00
21;12609
PRINIE CON
REMIT TO
MAINLINE SUPPLY - ORLANDO
WACHOVIA BANK
PO BOX 934450
ATLANTA, GA
31193 -4538
JVLII IV
PRIME CONSTRUCTION GROUP INC
P.O. BOX 590507
ORLANDO, FL 32859
r�
MAINLINE SUPPLY - ORLANDO
2291 W AIRPORT BLVD
SANFORD, FL 32771
Telephone: 407- 688 -9191
ustomer NicKup
-
BRANCH NO .iNV010E "DATE ORDER NO — SHIPPING METHOD CUSTOMER NO TERMS
=
JOB NAME JOB NO SLS DUE DATE SHIP DATE
FER10021212 12" FLEX SEWER CPLG CLAYXPVC EA 2 39.960 79.92
Payment of Due On If Paid By You Owe
2132609 85.52 1/10/07 12/11/06 E5.52 . ..
NO RETURNS ACCEPTED WITHOUT AMOUNT DUE 1 7 _ 9 . 92
PRIOR AUTHORIZATION c
ALL CLAIMS FOR DAMAGE. MUST BE FILED j `� . 1 13 0
WITH CARRIER. F 00
ALL SALES ARE SUBJECT TO THE
TERMS AND CONDITIONS OF SALE TOTAL DUE AS F,2
ON THE REVERSE SIDE.
Pg 1
INVOICE
-
'! ' ` ., jf _ ?129%9;-
1
RFWiT Tff
WACHOVIA BANK
PO BOX 934450
ATLANTA, GA
31193 -4538
PRIME CONSTRUCTION GROUP INC
P.O. BOX 590507
ORLANDO, FL
32859
MAINLINE SUPPLY - ORLANDO
2291 W AIRPORT BLVD
SANFORD, FL 32771
Telephone: 407- 688 -9191
16th. Street
Sanford, FL
32771
BRANCH Nd - INVOICE DATE- - -- ORDER - NO - SHIPPING METHOD - CUSTOMER NO TERMS -- -
PO NO JOB NAME JOB NO SL5 DUE DATE 5111PDATE
1 1 1 1 i'� 1 1 � 1� 1 1 1•
Pg 1
INVOICC
! " IUR AU HUNIZAT1(IN ` �, :• . �v 1
ALL CLAIMS FOR DAMAGE MUST BE FILED TAX
_ 'A/17H CARRIER 31 60
ALL SALES ARE SUBJECT TO THE - . FREIGHT
TERMS AND CONDITIONS OF SALE � TOTAL DUE 593.60
ON THE REVERSE SIDE.
SECTION 00945
Work Directive No.:
Name of Project:
Effective Date:
Owner:
Contractor:
WORK DIRECTIVE CHANGE FORM
7
Cloud Branch Drainage Improvements - Ph. 1 (IFB 05/06 -08)
City of Sanford
Prime Construction Group, Inc.
Description of Change: Modify 3 x 9 box culvert to accommodate
existing gravity sewer along 16 St, and replace 40 LF of existing 8" sanitary sewer with new 8"
DI sewer.
Reason, for Change: Existing sewer line was encountered while installing the
3x9 box culvert along 16' St. At the City's request, the new box culvert was modified and the
sewer was changed from clay to ductile iron in the conflict areas.
If a claim is made that the above change(s) have affected Contract Price or Contract Time, any
claim for a Change Order based thereon will involve one of the following methods of
determining the effect of the change(s).
Method of Determining the Change in
Contract Price
Time and Materials
X Unit Prices
Cost Plus Fixed Fee
Other
Estimated increase ( e ) . in Contract
Price = $11,003.67 If the change involves .
an additional increase, estimated amount is
not to be exceeded without further
authorization.
Recommended By:
CPH Engineers, Inc.
Method of Determining the Change in
Contract Time
Contractor's Records
Engineer's Records
X As Specified Below
Other
Estimated increase (decd in Contract
Time = 1 days. If the change
involves an additional increase, estimated
time is not to be exceeded without further
authorization.
�F
Date
00945 -1
SPECLIB062703
Executed By:
Representative
END OF SECTION
,? -z?- E
Date
H - 3- o-)
Date
00945 -2
SPECLIB062703
PRIME CONSTR CTION GROUP, INC. C G I CO37504 CUCO56650 QB33325
1000 Jetstream Drive, Orlando, FL 32824 407- 856 -8180 PH
P.O. Box 590507, Orlando, FL 32859 -0507 (Mailing Address) 407- 856 -8182 FX
March 12, 2007
CPH Engineers
500 West Fulton Street
Sanford, FL 32771
Attn: Rocco Nasso, P.E.
Lu�..
1. I
530 -02 -014
RE: Cloud Branch Drainage Improvements —Phase I
City of Sanford Project No.: 05/06 -08
Prime Construction Group, Inc. Job No. 530
CO Proposal — Modify 3x9 box culvert and replace 8" sanitary sewer on
16 St.
Dear Rocco:
Attached please find the Change Order Proposal to modify 3 x 9 box culvert to
accommodate existing 8" sanitary sewer line on 16 Street. The above 8" sewer line
was not shown in the plans as conflict and was encountered while laying the box culvert
across 16 Street.
This proposal includes all labor, material, equipment and subcontractor costs for the
following:
• Modify 3 x 9 box culvert to accommodate the 8" sewer line
• Replace 8" sanitary sewer with new 8" DI sewer — Increase Pay Item # 144
quantity by 40 LF at $120.00 /LF - $4,800.00
The total value of the above proposal is valued at $11,003.67 and one (1) additional
day:
If you have any questions regarding the Change Order Proposal, please do not hesitate
to call.
Sincerely,
v
Ketan Patel
Project Manager
KP /pac
F'. `Project ManagementJohs'530 Cloud Bra tic it Drainage Inip. Phase 1`,02Conespondenee'�To -From Engineer CPH,014 CO Proposal -Modify
3x9 BC & Reroute 8 inch San Sewer at loth St.doc
Change Order Proposal
j
l
Change Request No.:
530 -09
Date:
12- Mar -07
Owner Reference:
Description:
Modify 3x9 Box Culvert
Replace 8" Sanitary Sewer on 16th
St.
Crew Size Quantitv
Unit
Unit Price
Extension
PCG Labor with Burden
1 Modify 3 x 9 Box Culvert on 16th St. to accommodate existing
Foreman, Pipe 1
1
Days
$489.00
$48900
8' sanitary sewer line
Pipe Layer 1
1
Days
$336.00
$336.00
Pipe Tailman 1
1
Days
$294.00
$294.00
Pipe Laborer 1
1
Days
$273.00
$273.00
Operator, Track Excavator 1
1
Days
$399.00
$399.00
Operator, Loader 1
1
Days
$315.00
$315.00
)CG Labor Subtotal
$2,106.00
PCG Labor Markup
15.00%
$315.90
Materials
1 Concrete - Poured invert on 3 x 9 Box Culvert at the conflict
1
LS
$467.75
$467.75
3 CY with minimum load charge
Aaterial Subtotal
$467.75
Material Tax
6.50%
$30.40
Material Markup 15.00%
$74.72
Equipment and Other Rentals
Modify 3 x 9 Box Culvert on 16th St. to accommodate existing
Excavator, PC 300
1
Day
$980.00
$980.00
8" sanitary sewer line
Pickup Truck & Cell Phone
1
Day
$175.00
$175.00
Loader, JD 644 - 4 CY
1
Day
$765.00
$765.00
tented Subtotal
$1,920.00
Rental Tax
6.50%
$124.80
Rental Markup
.15.00%
$306.72
Subcontracts
1 Concrete Cutting and Breaking - Saw Cut 3x9 Box Culvert
25
LF
$25.00
$625.00
ubcontractor Subtotal
$625.00
Subcontractor Markup
5.00%
$3125
Change Order Subtotal
$6,002.55
Daily Jobsite Overhead
1.00
Days
$159.00
$159.00
Small Tool Allowance
2.00%
$2,106.00
$42.12
$6,20367
Bond Amount
Chance Order Subtotal
$6.203.67
- - -- - =
40
! F
$' O DO
$4,800 0G
�
d y� Glc el Gr it :iiocei
$11,003.67
yditional Contract Time requested
1
Day
`Os estimate is valid for 30 days.
:P'.'- Mana -- J.- 5501 -11 6-111 i- imp. Pk.... K06C- M ..... m -%C' a , 0.aars Proposal 9 M.0, 3.9 SC a' 8-1. San Sarni C-f.l 16p
5+ XL �11"Pul
Dal.
Rinker Materials
3626 Quadrangle Blvd Ste 200 •
Orlando, r-L 32817-8348
0
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PO BOX 590507
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Concrete Cutting ic�i i $r�alcincgrCp,' G ;( Iii;. i
® Phvsical Address: -- Rernit-Pitvments 0niy - to: ---- -'
4501 Airwest SE 1804 Reliable Parkway
Grand Rapids, MI 49512 Chicago IL 60686 -0001
(616) 554 -4876
(616) 554 -5032 fax
•
Invoice No. WSSV30147
Date 2/22/2007
Customer ID PRIM- CON -OR
PAGE 1
PRIME CONSTRUCTION GROUP, INC. 16TH STREET & LAKE AVENUE
P.O. BOX 590507' CLOUD BRANCH
ORLANDO, FL 32859 -0507 SANFORD, FL
Work Done:2/12/2007 tliru 2/15/2007
Our Lo cations
Delray Beach, FL 561 -278 -2700
Grand Rapids, MI Service 616 - 451 -2886
Brecksville, CH
440- 546 -0500
Orlando, FL 407- 423 -3366
Grand Rapids MI Highway 616 - 456 - 9441
Columbus, OH
614 -257 -1827
araso FL 'I- 5S6'0A4
Mishawaka. IN 574 -255 -8805
Lancaster,. NY
716 -684 -0262
Jacksonville, FL 904 - 262 -9985
Okemos, 101 517 - 381 -0222
Albany, NY
518- 862 -0070
CUSTOMER P.O. NO. • CCBJob Number ' •''
QUANTITY . DESCRIPTIDN UNIT PRICE EXT. PRICE
• tl • • D 00 1
ZS F - Pic. (�(i21��>
2 T FT c%-c 7 � 21 I
RET /DATE:$
hr= 1'RL4fPtf j G�. � t �w�vR
!,: REF d — —
Terms: Net 30 Days.
Any invoices over 45 days are subject to a finance charge
of 1.5% (18% annual) as well as collection costs.
We Gladly Accept ?a t °rc: °:.i, Vi-a, Amex ,& Discover
Thank you for your Business
Please Pay from Invoice
No Statement will be issued
Sales Total 1,250.00
Shipping & Handling .
0.00
Misc. Charges
0.00
Tax Total
0.00
1,250.00
Less Paid Amount
0.00
- _,,PleasePayInvalr — TDTAt : ee
r
N 215 K Tait Vineland rd., Orlando. FL 3202+
Phone 407 - 856 -0997 Fax 407- 856 -0798
FL CGC- 061534
t .
"I n t
Jo Ticket #
Jobsite
Address
:ontractor
Date 1 � — )'� Start Time
�
Employee Name " _
,ontract Phone # Job Description ,
tuantity Description of •
t
LW
r�
i
• • Related Standb
explanation• I;Fr= tP.4�'tttc
total hours: ;
WE SU�v1E NO PONSIBILITY FOR LAYOUT OR D' IMAGE O t UTILITIES
E `
CC &B la: natjAe �° Contractor Signature
,� �� Job# P.O.#
1211- 1- 1211., , n.,* A—i". _1nh I Cinch Deoart Job Shoo In Shop Out Total Hours
Operator notes including blade information:
Contractor notes:
G
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t
Operator notes including blade information:
Contractor notes: