Exh 8AAGENDA ITEM #8A
AUGUST 25, 2003
CITY OF ATLANTIC BEACH
CITY COMMISSION MEETING
STAFF REPORT
AGENDA ITEM: Change Order #10
SUBMITTED BY: Robert S. Kosoy, P.E. ~~ '\
Director of Public Works
DATE: August 18, 2003
BACKGROUND: Work on the Core City hnprovements Project on 4`h Street required
that 2 items be added to the contract. Items 1 and 2 are additional
items required due to unforeseen site conditions. These items are
described in the Change Order No. 10 Item Summary Sheet. The
proposed Change Order work for these items added 2 days to the
construction contract.
The total for Change Order #10, as summarized in the attached
documents, is $17,307.00, with a total of 2 days added to the
contract, and a grand total of 86 days added thru Change Order
#10.
We will have expended 70% of the contingency with this Change
Order. This percentage tracks well with the money spent through
monthly payments ending in July 31, 2003, which are 94% of the
total project funds. The Contractor is planning to complete the
project by early Fall, and hopefully receive all of the incentive.
BUDGET: The original contingency amount, as approved by the Commission
is $627,6.23.09. The nine change orders will reduce the
contingency by $438,111.64 to $189,511.45.
RECOMMENDATION: Approve Change Order #10.
ATTACHMENTS: Two signed originals (one to be signed and returned to Contractor)
of Change Order #10 with Item Summary Sheets (6 pages total).
REVIEWED BY CITY MANAGER: _,~
AGENDA ITEM #SA
AUGUST 25, 2003
Item
1
2
Atlantic Beach Core City Improvements Project
Petticoat Contracting, Inc,
Extra Work otr4th Street.
Description Qty Unit Price Extension Days
4' X 6' Conflict Manholes 4 EA $3,608.00 $14,432.00 2
Junction Manhole 1 EA $2,875.00 $2,875.00 0
Total: $17,307.00 2
AGENDA ITEM #8A
AUGUST 25, 2003
PETTICOAT CONTRACTING,INC.
PROJECT: ATLANTIC HEACH CORE CITY IMPROVEMENTS
DATE 8/14/03
DESCReT10N OF WORK NNCTTON MANHOLE
LOCATION: 4TH & SHERRY '
SUPEREJTENDHNT 2 HOVRS @ $44.00 $88.00
POREMAN 6 HOURS @ $26.32 = $169.92
GRADER OPEA. 0 HOURS @ $2].95 = $0.00
EXAV.,BACKHOE OPR. 6HOURS @ $1].00 $102.00
LOADER,DOZER OPR. 6 HOURS @ $15.23 = $91.38
PEE LAYER 6HOUR5 @ $16.50 $99.00
ROLLER OPERATOR 0 HOURS @ $12.93 50.00
SKILLED LABORER 12 HOURS' @ $12.10 $145.20
LABORER O HOURS @ $11.00 = $0.00
TRUCK DRNER 0 HOURS @ $14.58 $0.00
MECHANIC 0 HOUAS @ $2p.p2 $p,pp
SUBTOTAL _8695.50
LABOR BURDEN (50°°/c) $34] ]5
TOTAL LABOR
$1,043.25
B. EQUIPMENT COST
EXCAVATOR,320 0.5 DAYS @ $5]9.00 = $289.50
EXCAVATOR,892 0 DAYS @ $848.00 = $0.00
DOZER 0 DAYS @ $465.00 = $p,pp
BACKHOE 0 DAYS @ $28].00 $p.pp
GRADER 0 DAYS @ $568.00 $O.pO
4" PUMP 0 DAYS ® $8].00 _ %0.00
AIR COMPRESSOR 0 DAYS @ $138.00 30.00
FORMANS TRUCK 0.5 DAYS @ $50.00 $25.00
ROLLER 0 DAYS @ $422.pp $0.00
LOADER 0.5 DAYS @ $445.00 = $222.50
LIGHT PLANT 0 DAYS @ $102.00 = $0.00
SAWB,TAMPS,MISC 0.5 DAYS @ $250.00 = $125.00
WELLPOB4T SYSTEM ODAYS @ $250.00 = 30.00
DUMP TRUCK 0 HRS @ $45.00 - $0.00
TRENCH BOX OHRS @ $10.00 $0.00
STEEL PLATES 0 DAYS @ $250.00 = $0.00
TRANSPORT 0 HRS @ $]S.OD =
- $0.00
SUB TOTAL ~-s 8662.00
-
SUBTOTAL ®® 8893.]0
SALES TAX (]%) $62.56
-
TOTAL £QUIPMBNT _$956.26
C. MATERIAL COST
BRICK &.MORTAR 1 LS @ $200.00 = $200.00
VAC 0 LS @ $0.00 = $0.00
VAC 0 RL @ $0.00 = $p.OD
VAC 0 EA @ $0.00 = $0.00
VAC o EA @ $0.00 = EO.oO
VAC 0 EA @ $0.00 = $0.00
~ VAC 0 EA @ $0.00 $0.00
VAC 0 CY @ $0.00 80.00
~---
SUBTOTAL SZ00.0p
TAX (]%) gi4.00
TOTAL MATERIALS _ ~~$214.00
D. MISC.:
ABC SAWCUTTHJG 1 LS @ $250.00 = $250.00
VAC 0 HR @ $0.00 = $0.00
VAC 0 DY @ $0.00 = $0.00
VAC 0 HR @ $0.00 = $0.00
VAC 0 DY @ $0.00 $0.00
SUBTOTAL ~ $250,00
E. SUBCONTRACTORS
VAC 0 SY @ $0.00 = $0.00
VAC 0 HRS @ $0.00 = $0.00
VAC 0 LF @ $0.00 = $0.00
VAC 0 SY @ $0.00 =
® $0.00
~=s
SUBTOTAL 80.00
MARK-UP (5%) $0.00
TOTAL SllBS/MISC. $0.00
SUB TOTAL OF LABOR, EQUR'MENT &. MATERIAL $2,a63.51
P&O (IS%) $369.53
TOTAL SUBCONTRACT $0.00
BOND (1.5%) $42.50
TOTAL QUOTE 32 8_i]5.53
Change Order No. 10
Item Summary Sheet
AGENDA ITEM #8A
AUGUST 25,.2003
No. Description
1. Conflict Manhole on 4th Street: Add 4 drainage structures to eliminate conflicts with the
existing sanitary sewer services on 4th Street. Direct costs shown are extended from unit
prices established in the bid documents, or costs for similar work approved under previous
change orders.
Total Cost: $14,432.00 Days Added: 2
2. Junction Box on 4th Street: Add drainage structure to adjust alignment of drainage stub from
Sherry Drive. Direct costs shown are extended from unit prices established in the bid
.documents, or costs for similar work approved under previous change orders.
Total Cost: $2,875.00 Days Added: 0