Exh 8DAGENDA ITEM #8D
NOVEMBER 11, 2002
CITY OF ATLANTIC BEACH
CITY COMMISSION MEETING
STAFF REPORT
AGENDA ITEM: Change Order #5
Additional Work on Core City Improvement Project
SUBMITTED BY: Robert S. Kosoy, P.E. ~'F,~,~
Director of Public Works
DATE: November 4, 2002
BACKGROUND:
Work on the Core City Improvements Project on Seminole Road required the modification of
manholes, inlets and piping to further realign the drainage to avoid unmarked utilities that were
discovered during, construction. These changes also required the replacement of very large
driveway areas at three locations. (See items 1, 3 and 4 on Change Order #5.)
Several changes were required due to incomplete information in the design plans. First, no water
services were shown on East Coast Drive, and need to be provided. Second, the baffle boxes
were not specified with traffic bearing lids, and although they were not intended to be driven
over, their location makes this possible and bollards need to be installed to protect them. Lastly,
the storm drains located on the sides of the street did not call for pipe stubouts for residents to
connect to easily. It is preferred that these stubouts be installed during construction to save long
term costs. (See items 2, 5 and 6 on Change Order #5.) .
The median curb at Plaza was. not scheduled to be replaced, however during the installation of
the water line, it was noticed that this curb was very shallow and had a lot further damage than
the design engineer could see from the surface. We fear that the curb may settle when boxing
out the roadway template. The contractor will do this work only if it is approved prior to
excavating for the roadway. The construction engineering and inspection firm, GAI,
recommends this curbing be replaced at this time, to limit the City's liability on the existing curb
and improve the quality of the project for the future. GAI further notes that the curbing on the
side of the road is full-depth, in decent condition and has a wide base, and should be fine during
roadway construction. (See item 7 on Change Order #5)
BUDGET: The original contingency amount, as approved by the Commission
is $627,623.09. The five change orders will reduce the
contingency by $177,142.01 to $450,481.08.
RECOMMENDATION:
ATTACHMENT:
Approve Change Order #5.
Change Order #5.
REVIEWED BY CITY MANAGER:
City of Atlantic Beach
Construction Change Order
Change Order No: 5 Date: 4-Nov-02
Description of Proiect:
Core City Improvements Project
Name of Contractor: Petticoat Contracting, Inc.
Contractor's Address: 11025 Blasius Rd.. Jacksonville. FL 32226
Bid No.: 0102-13
Original Contract Amount: $ 4,184,153.91 Original Contingency
Previous Change Orders: $ 95,059.36 Amount:
Change Order No.: ~ 5 $ 82,082.65 Less Total C.O. To Date:
Revised Contract Total thru C.O. No.: 5 $ 4,361,295.92 Remaining Contingency:
Original Contract Time:
Contract Time Added thru C.O. No.
Revised Contract Time
Projected Completed Date:
AGENDA ITEM #3D
NOVEMBER 11, 2002
$ 627,623.09
$ (177,142.01)
$ 450,481.08
In compliance with the General Conditions of the above the referenced contract, PETTICOAT
CONTRACTING, INC. and THE CITY OF ATLANTIC BEACH do both hereby agree that PETTICOAT
CONTRACTING, INC. shall make the following changes, additions or deletions to the work specified
in the specifications and plans.
Modify the alignment of the drainage trunkline on Seminole Rd. to accommodate existing
utilities.
Add driveway pavement to Baffle Boxes (5th & 7th Street) and at residences on Seminole Rd & 12th St.
Modify 67 yard drain inlets add stub-outs for private drainage connections.
Add Pipe Bollards at Baffle Boxes to protect from traffic.
Add water service replacements on East Coast Drive - 11th St. to Plaza.
Replace header curb on Plaza with City of Jacksonville standard header curb (add 4 calendar days).
540 Davs
5 18 Davs
558 Davs
23-Jan-04
The cost of the changes under this Change Order will increase the initial Contract in the
amount of: $ 82.082.65
Petticoat
PETTICOAT CONTRACTING, INC.
~ ~ 6 2~
Date
r ~
Title
CITY OF ATLANTIC BEACH
City Manager
Date
AGENDA ITEM #8D
NOVEMBER 11, 2002
City of Atlantic Beach Core City Improvements
Petticoat Contracting, Inc.
Change Order #5
Unit
Item Decsription Qty Price Extension
1 Seminole Rd Drainage Revision II
* J-2 Manholes ~ 2 EA $3,372.00 $6,744.00
Modify Inlet 2 EA $500.00 $1,000.00
* 30"Pipe 24 LF $68.50 $1,644.00
* 36" Pipe 16 LF $91.00 $1,456.00
2 Yard Drains 1 LS $10,553.00 $10,553.00
3 Modify Box at 10th & Ocean 1 LS ~ $500.00 ~ $500.00
4 * Additional Driveways 311.4 SY $44.00 $13,701.60
Seminole Rd (1025 & 1075 Seminole) 171.4 SY
12th Street (377) 100 SY
Baffle Boxes 40 SY
5 Pipe Bollards 6 EA $550.00 $3,300.00
6 * Additional Water Services on East Coast 13 EA $544.00 $7,072.00
7 Median Curb at Plaza 1 LS $32,193.00 $32,193.00
Subtotal: ~ $78,163.60
12.8% Markup on Contract Items: $3,919.05
Total: $82,082.65
* Denotes Original Contract Item
100
11/01/2002 03:01 19047510988
PETTICOAT CONTRACTII~I AGENDA ITEM #8D
NOVEMBER 11, 2002
l~
PETTICOAT CONTRACTING, INC.
To: ~Q~
Fxom: ~ti«
T
Date: `i - t1-o-t_
Tim e:
Please ca11(904) 751-0888 If yon do not receive ~ Pages
ucludia this cover sheet
N.CESSAGE:
J~, S~z.so
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11025 Blasius Road • Jacksonville, Florida 32226 • (904) 751-0888 • FAX (904) 751.0988
Roadwork • Grading • Paving • Storm Drainage • Water and Sewer Utilities
11/011200? 03: 01 19047510988 PETTICOAT CONTP.ACTIN AGENDA ITEM #8D
"-~-=`jb"" ~"" a/~~/~UU~ ~:16 PAGE 1/1 Rig~ZtFax NOVEMBER ii,2oo2
.~...._„
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FE1-JAXVILLE WATERWORK& V1149
G~~~~5 9b92 FLORIDA MINING FWD Cellvsr Tv: KEVZN
G11 a BUILDINGi100 Ftort1; Joshua Runt
~NC.. JACICSONVILIE, FL 32~6~ Comments; 7~vZx- t axotT..a RAV^a .;~ SUDlEI:'S.1~t
tesxr xsEx. :wao:ca- ,rose
oa:oz;av JuN ze 2co2
FEF2CUSON ENTERPRISES, INC,
FEI-OR!ArdDO WATcRWORKS ~12a
Price 6luotatlon
Pt'one : 90A•269-2551
Fox :004-2b8-20.53
Pagv 1r 1
Bid Nv.......: sz~5a
Bid Date,.,.; 05/26/02
6iuoled By.: JH
Customer: PETTICcaAT CONTRACTING
11025 i3LASiUS ROAD
JACKSOM/ILtE, FL 32226
Cult PD~._.:
Cost Phone: 904-751-0888
Terms........: NET 10TH PROX
Sh1p TO:' PETfICOATCOIJTRACTING
11025 8LA51US ROAD
JACKSOPJVIILE, FL 326
Job Name; CORE CIF( IMPROVEMENT PrZOJECT
hrm OscerlP}jotr Auvntity Net Price UM Total
---~ N2812AG 12 DRN l3ASiN 67 277.500 EA 18592.50
WJ LOCKING PEDESTRIAN
GRATG^ be 12' EXTRA HEIGFfT
Net Totd: 18542,50 -
Tax; 1165.85
Total: 14758.Q5
Goofed prlco: ore based upon rscelpt of the fotol quantity 10- irnrnedate r;N rnent or ~hiprnentc wlthtn thlrly (30) day; of a bid
oppse~ing only, and ara offered contingent ~POn the Buyer s acceptance of SeBer's fermi aril conditloru. SSeller objIects to 011
otner terms and condltlons, Future shipments subject to pnca cnana es. Seller eat responsible for r~~l~~ ~v ~~~ ~.~t F,~~~
~+r.ta rHl~;t lrcctlvcu by SELL:R. Cornplote Tetras and Cond~fons ore avaHabl~ upai request or cari be vlewod on tie vJeb at
www,ferguson.comisalesterrns,htrnl.
11/01; 2002 03: 01 19047510988 PETTICOAT CONTRACTIN AGENDA ITEM #8D
NOVEMBER 11, 2002
'~--,
rr'' FEl•JAXvILLE WATERWORKS ilav
FE I Cy~O~ 9642 FLORIDA MINING eLYD Denver To: CLYDE
EN R ~~ ~r 8UIIDING # 100 from: Soshua Franz
~~~. JACKSONVILLE, FLJ2257 Cammmts; 'r`.. AnnED TxE xaRD D:37~~i3. PL:.A3S~
GALL W.TH AN`l QUFaTIONS. :k1hNlS3. +++
13:12:9 APR Oz 2002
FERGUSON EI`tTERPRISES, INC.
FE(-ORLAtJDO WATERWORKS #12a
Price QWration
Phase :904.268-2551
Pax :41k1-203.2053
Poge M 1
81d No.......: 818294
Bid Date.,..: Od/02iC2
6tuoted 8y.: ~ wee
Customer BIDDWG CONTRACTOR-JAX
FOR BIDDING PURPOSES ONLY
.............................
Cast >'O#'...:
Cusf Phone: .
Terms........: raET IOTN PROX
Shfp TO: 81DDWG CONTRACTOR-JAX
POR BIDPIt~IG PURPOSES ONLY
..............................
Job Norne: CORE CITY CAP ATLANT
ltem pescriptlon 6luantity Nei Pric• _ UM Total
CORE CITY CAPITAL ~~
ATLANTIC BEACH
DRAINAGE •
D1350S.IPX ~
B CL350 OI SJ PIPE f
,- °~ '
120 ~
7.740 ~
FT
928.80
oIS50SJPlD to CL3S0 DI SJ PIPE c, %4D 9.480 / FT 7535.20 ,.
f
AOS150020 8X2o N12 HDPE sl.D PIPE 30q 1.850 • FT -55s.oo
f
A1015002D 10X20 N 12 HDPE 5LD PIPE 48D 2.500 FT 1200.00
~
A1295002D 12X2glJ12HDPESLD PIPE ZDO 3.050 • FT d10.00
YARD DRAINS o~~,ti~S ;
-~ N2712AG 12 {NLINE ORN W! GRATE 07 1 d7.000 ~ EA 9849.00
Hl$3HSlb 15 CL Ill FRCP SPEEDDRAIN PIPE J7A0 7.350 FT 23520.00
H1t33r5514 18 CLIII FRCPSPEEDGRAINPIPE 2112 9.300 FT 19641.40
H243H516 2A CL Ill fRCP SPEEDDRAIN PIPE 4368 14,4130 FT bSd32.64
H3D3FtS1b . 30 CLIII FRCPSPEEODRAIN PIPE 2004 21,3 FT 4JGaJ.20
H369r514 36 CLIII FRCPSPEEDDRAR•I PIPE 456 20.2Sp FT 14188.00
H4a3F-1510 48 CLIII FRCPSPEEDORAIfJ PIPE 410 50.450 FT 2CRC7.20
N/B ON FRCP
Net Total: 2132QO.d4
Tax: 12795.64
Toid: 226056.28
AGENDA ITEM #8D
NOVEMBER 11, 2002
PETTICOAT CONTRACiINGJNC.
PROJECT: ATLANTIC BEACH CORE CTIY PROTECT
DATE: 10.24x02
DESCRIPTION OF W ORK: ADDITIONAL HEADER CURD
LOCATION: PLAZA STREET MEDIAN
SUPERINTENDENT 4 HOURS (.; 539..5 - 5157.00
FGREAt.4N 12 HOURS lW 527.SU - 5330.00
GRADEROPER ~ 12 HOURS (~y 526.25 - 5315.00
E.V.V„DACKHOEOPR 0 }FOURS la 515.29 - 50.00
LOADER,DOZEROPR 12 HOURS (a S14.S5 - 5178.20
PIPE LAYER OHOURS
~ (~) SIG.SU - 50.00
ROLLER OPERATOR 12 HOURS (~ SI0.30 - 5126.00
LADORER 12 HOURS fal 510.50 - 5126.00
TRUCK DRIVER 24 HOl1RS (S 513.49. - 5333.76
AlECHANIC 0 HOURS ~W 519.00 - SO.UO
SUBTOTAL 51535.96
LABOR DURDEN (50X) ~ 5777,95
TOTAL LABOR 52x33.94
6. EQUIPMEN7COST
L\CAVATOR,320 0 DAYS Vu 5555.00 - 50.00
E.\CAVATOR892 D DAVS (a? 5512.00 - 50.00
DOZER ~ 0 DAYS (W 5465.D0 - 50.00
BACKHOE 0 DAYS W) 5259.00 - 50.00
GRADC•R ].S DAYS G4 ESGS.00 5852.00
4' PUMP 0 DAYS f1 SS0.00 ~ - 50.00
AIR COMPRESSOR 0 DAYS (S 5125.00 '- 50.00
FOREMAN'SlSUPERINTENDENTSTRUCK 1.S DAYS (u-~, 530.00 - 575.00
ROLLER 1.5 DAYS (ui 5397.D0 - 55955U
~
LOADER 1.3 DAVS (al, 5442.00 - 5663.00
LIGH7PLANT 0 DAYS (a 596.00 - 50.00
SAWS,TAMPS,MISC ~ 0 DAYS Gil 5250.00 - 50.00
WELLPO[M SYSTEM 0 DAYS Crtl 5250.00 - 50.00
DUMPTRUCK ~ 24 HRS (a, 545.00 - 51,080.00
STEEL PLATES 0 DAYS ~^) S~S0.00 - 50.00
TRANSPORT 0 HRS (~ 573.00 50.00
SUD TOTAL 53,265.50
F.O.G.R(35h) .51,14291
SLiD TOTAL 54,408.47
SALES TAX (7!:) 50.00
TOTAL EQUIPMENT ~ 56,408.d3
C. pIATERIALCOST
VAC 0 LS G>! 50.00 - 50.00
VAC OIS (a 50.00 - 50.00
VAC 0 LS (~ 50.00 - 50.00
YAC 0 TN (S' 50.00 - 50.00
VAC 0•LF ~ l~K 50.00 - 50.00
VAC ~ 0 LF (d) 50.00 - ~ 50.00
VAC 0 TN (u) .50.00 - 50.00
VAC 0 CY (a.+ 50.00 - 50.00
VAC ~ 0 LS Gi; 50.00 - 50.00
suDroTAL so.oo
TAX(7;:) 50.00
TOTAL MATERIALS 50.00
D. h1ISC.:
DUMP FEES 1 LS ~ ~ 5750.00 - 5750.00
VAC 0lS (rs) 50.00 - 50.00
VAC 0 LS (a; 50.00 - 50.00
VAC 0 HR (µ 50.00 - ~ 50.00
VAC 0 DY (W 81.00 - 50.00
SUBTOTAL ~ 5750.00
& SUBCONTRACTORS '
CPI 2450 LP (S' 58.98 - 5_,001.00
VAC - ~ 0 HRS lW 50.00 - 50.00
VAC 0 LF (r+l 50.00 - 50.00
VAC ~ 0 SY (m -50.00 - 50.00
SUBTOTAL $22,001.00
MARF:•I1P (S'/.) 51,100.05
TOTAL SUBSIAtISC. ~ 527.101.05
Sl1B TOTAL OF LABOR EQUIPMENT & RIATERIAL 57,492.37
TOTAL SUBCONTRACT ~ S23,1OL05 '
BOND (LS%) 5475.76
TOTAL AM1IOIINT 532.193.03