HomeMy WebLinkAboutFire Station # 1
Augusta Richmond GA
DOCUMENT NAME: ~I R ~ QT IQ'T /0 ~;;it I
DOCUMENT TYPE: C.l-\AN<j6 0Ru~R..
YEAR: ;;;2DD ~
BOX NUMBER: ) ~
FILE NUMBER: } L, '7 S- to
,NUMBER OF PAGES: 1 ~
2000 Edition - Electronic Format
AlA Document G701- 2000
~~
OWNER D
ARCHITECT 0
CONTRACTOR 0
FIELD 0
OTHER 0
Change Order
PROJECT: Fire Station #1
CHANGE ORDER NUMBER: 18002-
Revised
(Nam~ and address)
One Broad Street
Augusta. GA 30901
TO CONTRACTOR:
(Nam~ and address)
R.D. Brown Contractors. Inc.
P.O. Box 6535
North Augusta. SC 29861
DATE: 02-25-03
ARCHITECT'S PROJECT NUMBER:
CONTRACT DATE: 10-30-02
CONTRACT FOR: Fire Station #1
THE CONTRACT IS CHANGED AS FOLLOWS:
(Indude, where apph"c3ble. any undisputed amount attributable to previously executed ConstructJon Change Directives.)
Excavate &n haul-off site unsuitable material. haul-in sand clay fill under concrete
driveways at front & rear of building.
AUTHENnCA TION OF THIS
ELEaRONlCALLY DRAFTED AlA
DOCUMENT MA Y BE MADE BY USING
AlA DOCUMENT 0407.
The original (Contract Sum) (C1:1aranteed Maximum Price) was $ 1.411,866.00
The net change by previously authorized Change Orders $6.200.00
The (Contract Sum) (C1:1aranteed Maxim.uHl -Pfi€e1 prior to this Change Order was $
1.418.066.00
The (Contract Sum) (CuarlHlteed Maxi:m1:1m-Pfi€e1 will be (increased) (decreased) (unchlHlged)-
by this Change Order in the amount of $ 17.000,00
The new (Contract Sum) (Cuaranteed Maxim1:1m -Pfi€e1 including this Change Order will be $
1.435.066.00
The Contract Time will be (increased) (decreased) (unchanged) by Zero (Q) days.
The date of Substantial Completion as of the date of this Change Order therefore is
NOTE: This Change Order does not include changes in the Contract Sum, Contract Time or
Guaranteed Maximum Price which have been authorized by Construction Change Directive for
which the cost or time are in dispute as described in Subparagraph 7.).8 of AIA Document A2ol.
Not valid until si~ned by the Architect, Contractor and Owner.
R.D. Brown Contractors
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1< .S.VL.QSo
BY
Joseph F. Gulino
BY: Project Manager
@ 2000 AIA@
AlA DOCUMENT G701-2000
CHANGE ORDER
e American Institute of
Architects
1735 New York Avenue, N.W.
Washington, D_C. 20006-5292
'2/"2~/o" 02-25-03
CO 2000 The American Institute of Architects. Reproduction of the material herem or substantial quotation of
its provisions without written permission of the AlA violates the copyright laws of the United States and will
subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates U.S. copyright laws and
will subject the violator to legal prosecution. This document was electronically produced with permission of the
AlA and can be reproduced in accordance with your license without violation until the date of expiration as
noted below_ User Document: firetation c.o -- 2/2512003. AlA License Number 1138458, which expires on
713112003.
Jan 30 2003 5:25PM
SOUTHEASTER GRADING PAVIN 8279122
p.2
Werts Site Preparation
1159 Atomic Ad,
North Augusta, SC 29841
Telephone (803) 278-2235
x
DATE
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Werts Site Preparation
1159 Atomic Rd.
Norlh Augusta, SC 29841
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x
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Jan 30 2003 5:25PH
SOUTHEASTER GRADING PAVIN 8279122
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1159 Atomic Ad.
North Augusta, SC 29841
Telephone (803) 278-2235
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~' 1159 Atomic Ad,
. North Augusta, Be 29841
DATE
, J08 DESCRIPTIONS ?A.LME'f\U ~ C.W~
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Jan 30 2003 5:25PM
SOUTHEASTER GRADING PAVIN 8279122
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1159 Atomic Rd.
. ~ ~ North Augusta, SC 29841 ~OATE / _ /d-O ~
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Werts Site Preparation
1159 Atomic Rd.
North Augusta, SC 29841
Telephone (803) 278-2235
DATE
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Jan 30 2003 5:25PM
SOUTHEASTER GRADING PAVIN 8279122
p.5
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1159 Atomic Rd.
North Augusta, SC 29841
Telephone (803) 278-2235
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Jan 30 2003 5:25PM SOUTHEASTER GRADING PAVIN 8279122
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North Augusta, SC 29841
~ DATE /-//-~
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1159A1omic Rd.
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Jan 30 2003 5:25PM
SOUTHEASTER GRADING PAVIN 8279122
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DESCRIPTION
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22 23 24 25 26 27 28 29 30 3 r 32 33 34
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TESTING AND ENGINEERING CO., INC.
1005 EMMElT STREET, SUITE A
AUGUSTA, GEo.RGIA 30904
(706) 733-6960
FAX (706) 737-0629
REC'O J /4 N 1 3 2003
CONSTRUCTION TESTINGIINSPECTION REPORT
CLIENT: R.D. Brown Contractors
PROJECT: Broad Street Fire Station
"
WEATHER: Sunny and Warm
ADDRESS: N. Augusta, South Carolina
LOCATION: Augusta, Georgia
REPORT NO: T03-A33
WORK IN PROGRESS: Storm water retention excavation
TEST PERFORMED AND RESULTS: See general comments
INSTRUCTIONS RECEIVED: Observe wet soil conditions
GENERAL COMMENTS: As requested, soil conditions were observed of the material being
excavated from the underground storm water retention storage area. This
material consist of a brown sandy silt. This material can be used for
structural fill provided the soil is placed and compacted in thin lifts and
placed at optimum moisture content. If time is not available to allow the
on-site soil to dry out, it may be necessary to haul in a drier material.
TOTAL TIME:
DATE:
2.0 hours
January 9,2003
I
Jeffery S. Pope
/~rSI[~~
1 cc: R. D. Brown ContractorsMember ot American Society for Testing and Materials
~
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TESTING AND ENGINEERING CO., INC.
~
1005 EMMETT STREET, SUITE A
AUGUSTA, GEORGIA 30904
(706) 733-6960
FAX (706) 73Hl629
~
REC'D JAN 1 6 2003
Report No.: T03-A75
Date: January 14,2003
Client: R.D. Brown Contractors, Inc. Address: North Augusta, South Carolina
Project: Broad Street Fire Station Location: Augusta, Georgia
Weather: Sunny and Cool Activity: Compaction
-
FIELD DENSITY AND MOISTURE CONTENT
Test Method ASTM D-2922
Soil Description: Dark Brown Micaceous Silty Sand
Proctor Density-Optimum Moisture: 111.8 pcf / 12.4% (std.)
Test No. 1 - - -- --- -- --- ---
Course Level Subgrade - - --- --- --- -- --
Area to Be Driveway --- --- --- --- --- --- --
Dry Density 102.0 --- --- --- --- -- --- ---
In-Place
0/0 Proctor 92.0
- --- -- --- -- --- ---
Density
% Compaction 95.0
Required Information - -- --- --- --- -- ---
provided by
client.
Moisture 16.5 _!.
- --- -- -- - ---
Content
I
Locations: 1. Rear drive
Technician: Jimmie Bauserman i
1 cc: R.D. Brown Contractors, Inc.
Member of American Society for Testing and Materials
/
..
Fire Station #1 Construction Cost
Total Funding
Expenditures
Architecture and Design Fees
Increase in A&D P.O.(Site fees)
Imaging Technologies
Removal & Abatement Technology
General Contractor
Transfer $21000.00 from station #19
Total cost to
date
$ 59,000.00
$ 48,460.36
$ 380.45
$ 500.00
$ 1,411,886.00
$ 1,500,000,00
$ 1,441,000.00
$ 1,392,539.64
$ 1,392,159.19
$ 1,391,659.19
$ (20,226.81)
$ 773,19 $ 21,000,00
$1,520,226.81