HomeMy Public PortalAboutWell #9 Tank Project Change Order Pay RequestDirector
Brona D.Steele
City of Crestview
Department of Public Services
715 Ferdon Boulevard North
Crestview, Florida 32536
PROJECT MEMORANDUM
TO: Elizabeth Roy, City Clerk
FROM: Fred Cook, City Engineer
DATE: April 15, 2014 Tuesday
COPY: File
SUBJECT: Well #9 & Tank Project
Pay Request #13 (Speegle Construction)
Telephone No. (850) 682-6132
Fax No. (850) 682-7359
E-Mail: fredcook@citvofcrestview.orq
Here is Pay Request #13 on this project, approved by Wayne as noted.
Please process this for payment. Thank -you.
Director
Brona D. Steele
City of Crestview
Department of Public Services
715 Ferdon Boulevard North
Crestview, Florida 32536
INTEROFFICE MEMORANDUM
PUBLIC SERVICES DEPARTMENT
TO: Wayne Steele
FROM: Fred Cook
DATE: April 15, 2014 Tuesday
COPY: File
SUBJECT: Well #9 & Tank Project
Pay Request #13 (Speegle Const.)
Telephone No. (850) 682-6132
Fax No. (850) 682-7359
E-Mail: fredcook@citvofcrestview.orq
Here is the Contractor's Pay Request #13. This request includes finishing work on the well
building, elevated tank, and site work. If you have any questions, let me know.
Please process this for payment.
Cvi9
C
Via E-mail
April 8, 2014
TETRA TECH
Wayne Steele
Public Services Director
City of Crestview
715 N. Ferdon Blvd.
Crestview, Florida 32536
Subject: Old Bethel Road Part I
Pay Request No.13
Dear Mr. Steele:
/Re,c.—
C
Tt No. 200-08540-12001
Enclosed, please find Invoice Application No. 13 from Speegle Construction, Inc. We have reviewed the
invoice and recommend payment in the amount of $109,139.53 be placed in line for payment. This
amount includes the work performed within the period ending March 31, 2013.
Should you have questions or need additional information, please call.
Sincerely,
Tim Vanderwalker, PE, Tetra Tech
Cc: Michael Bomar, PE, Tetra Tech
Fred Cook, PE, City of Crestview
Tetra Tech, Inc.
12815 Emerald Coast Parkway, Suite
110, Destin, FL 32550 850.837.9278 Fax
850.837.7269 www.tetratech.com
P:\2011\Crestview Well and Tank\Construction\Review-Approval \PayApps\Part I\Part I Pay App No. 13 - Recommendation.docx.
April 4, 2014
Tetra Tech
12815 Emerald Coast Pkwy, Suite 110
Destin, FL 32550
Attention: Tim Vanderwalker
Dear Tim,
0o a
❑00 000
❑00 ❑00
000 ❑OOOOO_
000 00a00000
SCONSTRUCTION INC.
CGC-062489
PEEGLE
Re: Crestview Well No. 9
Pay Application 1002-13 through March 31, 2014
Included with this letter are the following documents for your use and review:
• Application for Payment 1002-013 for work completed through March 31, 2014 with updated schedule of values.
• Executed Contractor's Certification.
• Updated Construction Schedule dated April 4, 2014.
• Current Change Order Log.
• Progress photos.
Reimbursement in this pay application reflects the following activities:
• Supervision.
• Delivery of majority of originally scheduled rip rap.
• Completion of the asphalt/gravel base course (test report attached).
• Delivery of (3) wheel stops.
• Building insulation, complete.
• Completion of painting work associated with the building and DIP.
• Completion of painting of the elevated storage tank.
• Completion of plumbing system.
• Completion of the well pump.
• Completion of the chemical feed (chlorine) system.
• Completion of the elevated storage tank (e.g. cathodic protection, lightning protection and FAA light).
• Completion of electrical work.
• Completion of the tank level controls.
• Work associated with Change Order No. 9-Underground Discharge Line.
We expect that work during the month of April 2014 will include the installation of the chain link fence, landscaping and sod,
asphalt, additional rip rap associated with Change Order No. 10 and moving towards final closeout of the project.
If you have any questions or concerns, please let me know.
Sincerely,
Dan Carruth
Project Manager
Speegle Construction, Inc.
General Contracting PO Box 1325 Niceville, FL 32588-1325 Site Work
APPLICATION AND CERTIFICATE FOR PAYMENT FORM
Application No.: 13 Progress X Final
Engineer's Project No.: 200-08540-12001
Project: City of Crestview, Florida
City of Crestview Well No. 9 and Elevated Storage Tank
Contractor: Speegle Construction, Inc. NTP Date: February 26, 2013
Contract for: Crestview Well No. 9
Application Date: April 4, 2014
For Period Ending: March 31, 2014
Change Order Summary
Change Orders Approved in
ADDITIONS
DEDUCTIONS
previous months by OWNER
TOTAL
Approved this month
Number
Date Approved
1
04/30/13
$ -
$ (4,275.00)
2
06/25/13
$ -
$ (4,112.00)
3
07/22/13
$ -
$ (5,848.00)
4
09/23/13
$ 20,893
$ -
5
09/10/13
$ 108,214
$ -
6
10/29/13
$ (66,674.00)
7
12/03/13
$ 6,298
$ -
8
02/26/14
$ 6,599
$ -
9
03/24/ 14
$ 5,106
TOTALS
$ 147,110
$(80,909.00)
Net Change by Change Orders
1
2
3
4
5
6
7
8
9
ORIGINAL CONTRACT SUM
Net Change by Change Order
CONTRACT SUM TO DATE (Line l and 2)
TOTAL COMPLETED AND STORED TO DATE
RETAINAGE: (Column I & N, Forms 00845 and 00846)
a. 0% of Completed Work After 50% Complete $ -
b. 10% Retainage on 1st 50% (Approx.) of Project $ 116,605.11
Total Retainage (Line 5a and 5b) $ 116,605.11
TOTAL EARNED LESS RETAINAGE
(Lure 41ess Line 5 Total) $ 1,878,307.89
LESS PREVIOUS CERTIFICATES FOR PAYMENT
(Line 6 from prior Certificate) $ 1,769,168.36
AMOUNT DUE THIS APPLICATION $ 109,139.53
BALANCE TO FINISH, PLUS RETAINAGE $ 153,553.11
(Line 3 less Line 6)
$ 1,965,660.00 ✓ /
$ 66,201.00
$ 2,031,861.00 ✓
$ 1,994,913.00
Contractor's Certification
The undersigned Contractor hereby swears under penalty of perjury that (1) all previous progress
payments received from the Owner on account of Work performed under the contract referred to
above have been applied by the undersigned to discharge in full all obligations of the
undersigned incurred in connection with Work covered by prior Applications for Payment
numbered 1 through 12 inclusive; and (2) all materials and equipment incorporated in said
Project or otherwise listed in or covered by this Application for Payment are free and clear of all
liens, claims, security interest and encumbrances; (3) all Work covered by this Application for
Payment is in accordance with the Contract Documents and not defective as that term is defined
in the Contract Documents.
Dated March
, 2014 Speegle Construction
(Contractor)
By: Daniel Canrttth
(Name)
Project Manager
(Title)
COUNTY OF C%✓, tom`
STATE OF f LoetbA
Before me on this 4114 day of APtZIL , 20)__ personally appeared
'DAN A129-kr14' , known to me, who being duly sworn, deposes and says that
(s)he is the ` olt-ar .1.41A,A6761-- of the Contractor above mentioned; that(s) he
executed the above Application for Payment and statement behalfpf said Contractor; and that
all of the statements contained therein are true, correct and niplete.
441
NOTARY
PUBLIC
BrAOA�
•
Engin
JOHN KYSEL
COMMISSIONS EE876208
EXPIRES Feb.19, 2017
COWANY
BONDED THROUGH
•
on
My Commission Expires 2- h qNotary }iu fic // (l'
Payment of the above AMOUNT DUE THIS APPLICATION is recommended.
thorized Signature)
MAD/slm/specs/s-1 /00844
Tt#200-08540-12001
Date: 4/ ! ��
00844-2 050412
Owner's Approval By: —� oe-di
eta c�
(Title)
Acct. No. Date: 2s)�y
END OF SECTION
MAD/slm/specs/s-1 /00844
Tt#200-08540-12001 00844-3 050412
Schedule of Values
Pay Es imate No.: 13
Pr. ect:
Cs • of Cresh izw Weil No. 9 and El rated Storage Tank
I
For Period Fading: 3/31/20 W
Prepared
In
Dan Carmth
1
A
D
C
D
E
F
O
H
t
ITEM
DESCRIPTION OF WORK
Bid
Una
Bid
C
Complete
Waco(
Qe°61
L.1:0�'
^�
Amount
Iltrou i
kerns
Iaa Period
This Period
Completed
Quoddy
Pxcem
Quantity
Pared
This Period
General Cand(tions
Moblkallon Deniotali anion
Mobilization, Setup Jobsne and Trailer
1
LS
S 14,O130.00
f 34,00O.00
S 34,000
100%
T 34,000
100%
S -
Sn•ision
S 35,000.00
L 35,000.00
S 33,950
97%
S 35,000
100%
t IOw.00
=-
-
General ' s uirements
I
1S
f 19 500.00
S 19,500.00
S 19,500
100%
S 19 500
100%
f -
Indemnification
1
LS
f 1,000.00
f I,000.00
S 1.000
100%
f 1,000
S -
Maintenance of Traffic
EN
f 3,OOO.00
S 3,000.00
f 2,940
98%
f 2,940
98%
S -
5
Locate Utilities m Advance of Construction
r
S 1,7WW .
S 1,700.00
S 1,700
100%
t 1,700
WO%
f -
I
9
.-
6
Surface Cosine 21-inch black steel Installed
200
LF
f 197.95
S 39,500.00
S 39,500
I00%
f 39,300
i -
Final Well Casing (18-inch, black steel), Installed (Final Qty of 500 LF)
el
S 149.10
f 59,920.00
S 74,900
125%
S 74,900
125%
f -
Cement Grout, Installed (Final Qty of 18 CY)
S 428.00
T 23,112.00
S 7,704
33%
S 7,704
t 0.00
9
Pilot Hole Drilling (6-inch)
S 42.80
S 34,240.00
S 34,240
100%
S 34,240
i r
f -
1
to
Open Hole Drilling (18-inch) (Final Qty of 300 LF)
f 48.15
S 20,223.O0
f 14,445
71%
t 14,415
S (0.00)
Geophysical Logging (Pilot)
LS
$ 5,3w.W
S S,Sw.W
S 33w
100%
S 5.3w
100%
S -
Video Logging (Pilot)1
LS
f 2,675.W
S 2,675.W
S 2,673
100%
S 2,673
I00%
S -
Install and Remove Discharge Pigand Appurtenances
LS
f 2,675.W
S 2,673.W
S 2.675
10W/.
f 2.673
100%f
-
Well Devel0imen 1
IS
S iD 7W.W
t 107W.W
S 107W
100%
S 10,700
IOOA
f -
15
Step Drmvdmm Test
f 2,675.00
S 2.675.00
S 2,675
100%
S 2,675
f -
�M
16
Geophysical Logging (Final)
LS
f 3,350.00
S 5,150.00
S 5,330
100./e
S 5,350
100%
t -
Video Logging (Final)
1
LS
S 2,673.W
T 2,673.W
S 2,675
100%S
2,673
100%S
-
i& Ca 'Iv Tat
INS
IOtS
t 2.568.W
S 2,368
100%
f 2,36E
S -
_
19
Well Disinfection
1
LS
T 1,605.0O
S I,605.00
t 1,605
IOW/.
S 1,605
IOOY.
S -
Plumbness end Alignment Test
t l,Sao.W
t l,280.W
T 4,280
100°/.
f 4,280
IOOX
S -
Well Flange Ca.
S 2,IJI1.W
S 2,IlU.W
f 2,I10
IOU°/.
S 2,IJU
100%
S -
All work, equipment, and materials not included above to complete the General Requirements
and Potable Supply Well No. 9 (Bid Items 1-21), in accordance with the Contract Documents
1
S 83,593.00
S 83,393.00
t a3,393
I O%
f 83,593
100%
S
23
Site Work
_
Chain Link Fence
S IO,SW.W
t IO,SW.W
f
VA
VA
f•
0%
S -
Clear RGrub, Grade Site, Fill/Import, Cut/Balance, Export
LS
S 37,IW.W
S 37,IW.W
S 37,IW
100%
S 77,IW
IOOX
t -
Elli�fical Pipe and Rip Rapes Ditch
LS
f 7,SOO.W
S 7,3W.W
S G,7w
90X
S 7,123
93•/.
S 373.W
Base Material ,r?, Gravel Parking and Asphalt
LS
f a,501.W
S a,50r.W
f 6,378
75%
S a,3oJ
100%
f 2,126.W
Asphalt and Wheel Stops
I.S
f I,SIIO.W
S 1,3W.W
f -
0%
S 223
5Y.
f 223.W
Gravid Parkin
LS
f I,SW.W
f 1,S110.W
S -
0%
f -
W/.
f -
Landscaping
$ 6,SW.W
f 6.w0.W
S -
0%
S -
0%
S -
Bollards
S 1,SOO.W
S I.500.W
f 1.5W
100Y.
S 1,500
100%
S -
Silt Fence
f I,w0.W
f I,SOO.W
t 1,5W
f 1,500
ItBYS:
f -
11
.1
Y
Yard Pipit'
f 37,O00.00
WW S J7,O.
t 37,O00
100%W X
S 370
100%f
---=
Pump CAenNrn! Building
_=
Concrete Foundation/Slab
1
S 13,209.W
f 13,209.W
S 15,209
IOOK
f 15,209
100%
f -
Mason
1
S 12,J1k0.W
S 12,500.W
f IS,J00
100%
f I2,SW
ZOOS:
f -
Wood Framing, Soffit Fascia
1
f l,8W.W
S I,aW.W
t 1,8W
IOU%
f J,BW
IOOK
f -
FoaminsulalioninWalls
1
$ 6W.W
S 6W.W
f -
0%
f 6W
I00%
S 6W.W
Foam Insulation at Roof
1
f I6W.W
S 1,6W.W
f -
0%
f 1,6W
100%
S I,6W.W
Roof
1
LS
f 6,l00.W
f 6,SW.W
f 6,SW
100%
f 6,500
100%
f -
FRP Doors k Frames and Glazing
1
LS
f 10,730.00
S 10,7w.W
f 10,7w
100%
t lU,7w
100X
T -
Paint
IS
t i000.W
S S,000,W
S 5�W
65X
S 000
100%
S 2,aW.W
Plumb_Og
LS
I I3,2w.W
f 11,2w.W
f 11,263
aSX
T 13,2w
100%
f 1987.50
NVAC
LS
t 7,WO.W
S 7,OW.W
S 7,OW
100%
T 7W0
100%
f -
26
IVe!/Pnrnr
_
Well Pump
I
LS
f 80,250.00
S 80,230.00
S 77843
97%
t 110,250
S 2,407.30
DIP Inside Bldg
1
!S
f 20,750.00
f 20.730.00
S 20.750
IW'h
S 20.750
100%
f -
A
B
C
U
E
F
O
li
1
ITEM
DESCRIPTION OF WORK
Bid
Unit
Bid
Complete
Complete
Value of
NO.
Panty
units
Rae
Amount
Thrnunh
Though
Fenn
. Lai Period
This Period
Cmpksed
Quantity
Pement
Qmnliw•
Perot
Tins Period
27
Chemical Feed Systems
I
LS
S 24.600.00
S 24,600.00
S -
0%
S 24,600
100%
S 24,600 00
28 _
Elevated (pater Storage Tank
Elevated %Water Storage Tank System
1
LS
S 1,090,300.00
S 1,090,300.00
S 1,057,591
97%
S 1,090300
100%
S 32,709.00
Lightning Protection System, FAA Light
1
LS
$ 12,674.00
S 12,67J 00
S 6,451
51%
S 12,040
95%
S 5,589.23
29
Generator and Fuel Stony e
1
LS
S 70,035.00
S 70,035.00
S 68,634
98%
S 70,035
100'A
S 1.400.70
30
Electrical, Security, Instrumentation, Controls, and Telemetry Systems
1
LS
If 52,257.00
$ 52,257.00
$ 4I,106
80%
S 52,257
100%
$ 10,451.40
31
All work, equipment and materials not Included above to complete Other (pork Bid Items 23-30,
In accordance with the Contract DOCIIMOVS
Submittals
1
LS
S 16,500.00
S 16,500.00
S 16,170
98%
S 16,335
99%
S 165.00
Closeout Documentation
1
LS
S 2,500,00
$ 2,500.00
S -
0%
S -
0%
S -
32
SCADA Service Coordination Allowance
1
1S
S 2,000.00
S 2,000.00
S 575
29%
S 575
29%
S -
CHANGE ORDERS
No. 1 - FDEP Electrical Recisions; Lover Inlet Pipe in Riser
1
LS
$ (4,275.00)
S (4.275.00)
S (2,138)
50.4
S (4,275)
100
S (2,137.50)
No. 2- Reconfigure Inlet/Outlet Piping
1
LS
S (4,112.003
S (4,112.00)
S (4,112)
100%
S (4,112)
10Ct%
S -
No. 3 - Credit for Tank- Railing
1
LS
S (5,1148.00)
$ (5,848.00)
S (5,848)
100%
S (5,848)
100%
S -
No. i - Automatic Level Controls
1
LS
S 20,293.00
$ 20,893.00
0%
S 20,893
100%
S 20,89100
No. 5 - Increase Surface Casing Depth
1
LS
$ 108,214.00
S 108,214.00
S 108.214
100%
S 108,214
100%
S -
No. 6 - Delete 200 LF of Surface Casing: Shot of Cement Slurry
1
IS
S (66,674.00)
S (66,674.00)
S (06,674)
100%
S (66.674)
100%
S -
No. 7- Stage Grouting
1
LS
S 6,298.00
S 6,298.00
S 6,298
100%
S 6,298
100%
$ -
No. 8 - Increase Pump Column Depth; Delete Tank Shrouding
1
LS
$ 6,599.00
S 6,599.00
S 6,599
100%
S 6,599
100%
S -
No. 9 - Underground Discharge Line
I
Is
$ 5,106.00
S 5306.00
O%
S 2,298
45%
S 2.297.70
Totals
s 2,031,1161.00
S 1,11e5,771
51,971,913.00
S 109,139.53
Crestview Well No. 9
Change Order Log
Original Contract Amount
March 31, 2014
$ 1,965,660
Approved
Sent to
Accepted
Amount of
Change
COR Number
Description
Owner
Y/N?
Approval Date
Request
Amount
Contract Amount
Notes
1002-01
FDEP Electrical Changes; Lower Inlet Pipe
04/08/13
Y
$ (4,275)
$ (4,275)
$ 1,961,385
1002-02
Yard Piping Revisions
05/06/13
Y
06/13/13
$ (4,112)
$ (4,112)
$ 1,957,273
1002-003
Tank Railing Credit
07/02/13
Y
07/22/13
$ (5,848)
$ (5,848)
$ 1,951,425
1002-004
Add Well Pump Automatic Controls
08/07/13
Y
09/23/13
$ 20,893
$ 20,893
$ 1,972,318
1002-005
Increase Well Surface Casing
08/23/13
Y
09/23/13
$ 108,214
$ 108,214
$ 2,080,532
1002-006
Delete 200' Surface Casing; Cement Slurry Shot
10/14/13
Y
10/29/13
$ (66,674)
$ (66,674)
$ 2,013,858
1002-007
Grout Casing in Multiple Stages
11/01/13
Y
12/03/13
$ 6,298
$ 6,298
$ 2,020,156
1002-008
Increase Pump Depth
12/23/13
Y
02/26/14
$ 6,599
$ 6,599
$ 2,026,755
1002-009
Add Underground Discharge Line
03/17/14
Y
03/24/14
$ 5,106
$ 5,106
$ 2,031,861
Total
$ 2,031,861
_1-11 L �.
SPEEGLE
PROJECT: CRESTVIEW WATER IMPROVMENTS WELL NO. 9
PROJECT NO.
PROJECT SCHEDULE
1002 DATE:04/04/14
i ! escri 'tion t U /dric :: E i ":
...........
Dec
Dec
Dec
Dec
Dec
Jan
Jan
Jan
Jan
Feb
Feb
Feb
Feb
Mar
Mar
Mar
Mar
Mar
Apr
p
Apr
P
Apr
P
Apr
p
May
Y
May
Y
2
9
16
23
30
6
13
20
27
3
10
17
24
3
10
17
24
31
7
14
21
28
5
12
TANK PAINTING
CONSTRUCT RETENTION POND
BLDG PAD
FRP PUMP HOUSE FOOTINGS
FORM PUMP HOUSE S.O.G.
PLUMBING/ ELECTRICAL U.G.R.I.
PLACE S.O.G.
MASONRY WALLS
ELECTRICAL RI
ROOF TRUSSES/ SOFFIT FRAMING
ROOF SHEATHING/ METAL ROOF
INSULATION
YARD PIPING
INSTALL DOORS AND FRAMES
PRIME AND FIRST COAT WALLS
INSTALL WELL PUMP MOTOR
PUMP HOUSE PIPING
HVAC SYSTEMS
INSTALL CHLORINATION EQUIPMENT
ELECTRICAL TRIM OUT
PLUMBING TRIM OUT
FINAL COAT WALLS/ PIPE/ FLOOR
GENERATOR PAD
ASPHALT
WHEEL STOPS
INSTALL FENCE AND GATE
RIPRAP
LANDSCAPE
SET GENERATOR
TESTING
GC PUNCHLIST
OWNER PUNCHLIST
FINAL CLOSEOUT
ear �o�� �.
5cneauie asea on matenals tieing reaaily avanaole trom suppliers
111.11=Work complete
Work not yet complete
12/23/2013 Current Substantial Completion
1/22/2014 Current Final Completion
4/14/2014 Substantial Completion Date Thru Owner CO 9
5/14/2014 Final Completion Date Thru Owner CO 9
NOVA
ENGINEERING ANC)
ENVIRONMENTAL
FIELD DENSITY TEST REPORT
Project Name: Crestview Well No. 9
Report Date: 3/15/2014
Nuclear Density Gauge Info
(If applicable):
Make: CPN
Model: MC-1
Serial Number. 8437
Daily Standard Counts:
Density: 3425
Moisture: 5165
Remarks: 0 elevation= finished grade
�'�
Observations: 'ie
Copies to:
Project No.: 8113073
Client: Speegle Construction, Inc
TEST INFORMATION
Lab
Proctor
No
FIELD TEST
Required
Compaction
CA)
Test
Result
No.
Test
Date
Tech.
Fill
Type
EIevJ
Depth
(ft.)
Location
Test
Method
Test
Depth
Om)
Dry
Density
(pc0
Moisture
(%)
Compaction
(%)
3
3/18/2014
K. Russell
4
0
Entrance Lane Center 4iLl b ct v-e4 IkeP-1
D2922-96e1
8
115.6
8.0
/
102 `�/
95 �%
Pass
4
3/18/2014
IC Russell
4
0
Parking Arca Center SLOG atVG�41e
P-1
D2922-96e1
8
114.0
7.6
101 �/
95 v
Pass
5
3/182014
iC. Russell
4
0
Center of Entrance Lane bo, sc_ row
C-1
D2922-96e1
6
135.1
5.2
99 /
98 `
Pass
6
3/18/2014
K. Russell
4
0
Center of Parking Area IQ exse_ e—catAL
C-1
D2922-96e1
6
135.9
4.9
100 t/
i
98 ✓
Pass
LABORATORY PROCTOR TEST REIERENCE
Lab
Proctor
No.
Test
Method
Mater ial Description
Maximum
Dry Density
(pcf)
Optimum
Moisture
(%)
P-1
AASHTO T 180 Method A Modified
Tan/brown SAND
112.8
8.4
C-1
AASHTO T 180 Method A Modified
Crushed Concrete
136.2
6.7
This report is the property of NOVA Engineering and Enviromnental, LLC. Reproduction or reuse of this
report without the express written approval of NOVA is prohibited 77te test results included herein are
representative of the specifc location; depths and times at which the tests were conducted Conditions at
other locations, depths and times may varyfrom those noted
FILL TYPE
1. Structural Till
2. Utility Backfill
3. Mise Backfill
4. Finished Subgrade
5. Stone Base Course
6. Disc. Other