HomeMy WebLinkAboutexhibit 6- rev. fee proposal` 84/82/2884 1445 3858284235 GEOSOL INC
. Metric M Coring and Sotl Teat BA, n0e
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AeQhakPaverner 4 .
Three (3) Shea ▪ •
ol Miami
., p 80L RrOleot No. 2041O14 • , •
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ATTACHMENT 1
REVISED FUR PROPOSAL
84/82/2004 14145 3058284235
GE050r_ INC
PAGE 82
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Metrla Engirdring, Iris. .. ' ••• .
. -13940•SW 13611 Street, Sulte.200
Miami, FL $3186
April 2, 2004
Attention: • Mr. Manuel A. Sau'edat P.E.
• Assi8uit,Chlef'Highway Engineer
Coring tsgrade T11iCl<rlass Deteranon
• ' Re: . Revised Proposal fo'r Aaph+�li Pavement 0 and 6aae/Su
• NE 9" St 1 et (I �cemente -Throelit (3)Sites to NE 2' Avenue) - M end Resurfacing
and Resurfacing
. NE 0w Street (From '1 Avenue to Biscayne Boulevard) • N�n9
• NE 11a Street (Frog BlecsyeeSoutevard to NE 2rd Avenue) - Milling end Resurfade9
. City of Miami, notch. • 5 •
7 4101•f 2
Dear Mr. Sauleda: : '• Inc..ofjgversatlon and your request of today, Geosol,(GEC•) ie
pleased
to submit' ibis
With* echnicat services for the above -referenced project, Ae we
:to, debmit'thk r � seIO 8 am � of the Sky a# Miami roadway improvement% Including tni ,
rmdarstflnd. it, theme ss of the work effort and our anlldpi'epPr',
- ' • .reeiuulr�9, and r�rortse'ur�on: lrwi'nted Mrelr► le an estimate
booed on oirr.unrteratending of•the pt+>1act.
• • •' SCOPE OF'seRVICE$
• N
As we' understand It,.geo�hnba•services will be required at the above -referenced site for evaluation of
doss not elude pavement design eervbes. As dis u aed,•1he site will require
tha.pepavement design. t is proposal, me t.cores and shallow Lust borings to depths of 4 feet below existing �'
of ' p pavement
for milling
' evhluitiona: pavement cores will sem llama.
'GPM. viPlebtain
for I aid In estabpehing.beree and sub -base
th paves. en e' cores
b and a tfomt the test borings at locations e�elected• by the client.
the" peyament cares ••pe,
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• 6020 N.W.153'1 slyest
Mistoi Lakes, PL 33014
• I'h6ne (30S) 828.4367; Fax OM828-4235
.. ' • •• E-mail, georuUeaol.cam1
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Exhib'lt•A
' 04l02/2004 14:45 3058284235
GEOSO .. INC
PAGE 03
Meta Enpindoin Inc; • -
MOO Pavement Wing end Soil To*Bar tt .
Three (3) 31tee • •
• • City otMi i •
0E08QL Plebes No.: ao4fO1 : .
ormed along thr+ above -referenced roadways. NE 9�' and NE 11, Streets are about OM •
The work will be pert' One 1 vement core will be takers for each of these roadways. N 10% .
blodc'and about 5OO fSet' h (i) Pa Three 3) cares will be 'collected from NE. lfriti
•,•.�� i$.'about six (e)• blocks and :ab�att 9•; feet in three I3j cores wtll•be •
• :Street roadways.:1'herefore1 a'tciiat of 5•pa . i be required: Atkgtlon �� of cte_s wtll.bd
lake h roadway pars• prevfousiy. patched In order to find out the general • •
pavement... areas, '• traf aonbal h
• • . • Wrri perform utini•cleara�utoeS kit*.p sue. In addition, we MI provide
tcir accordance '
write the index e00•e8rlea'flf the FDOT.FlOadwey and Traffic Deign Standards.
• • ' . The alOtall pavement oofes ill be oleo ue ng a B-ht h diameter core barrel. The test with cemilngs ent be
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.-• . •' • in • werdence wlih tPe•ASTM 1,1586 test rrtothod.•The boreho a wtbe recovered yell be'
' . afd.the site restored $•.dose as p�� to it$ d>�e: our iede:.
ct seitied.in the field bit a Senior Technician •and placedcontainers for delivery
to o
the and will *welly daffy �m
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, _ A geo'technlcaf ehg�e$r rarpl a) �` rocowerod soft samples laboratory' Transportation Offi�la i►��� � .
In accordance white•1fw. n ica with the of � Sodbty df Tate and Materiels � .t st •••
ore::•: •
kxdion'Sy mend' s 'of Sob and Soil -Aggregate Mixtures for Highway Conetructfon. •
dsslgtian D-32eft; .+Itiad .
Purpose$" . • .
We will *vide you with's lettei'rejiat.$ummarizh9 the results of the field tests. The report will contain the
tclloering hiormatiat;. - • . •
' • • • fievement,thicknap measurement!' at the coring locations,
Baee'and subbase thickness mees<lrement5 at the corhg locations,
• Su��,pavernen •tthldahesa for Wiling aria resurfadrtg.•
• .Exhibit A
84/62/2004 14:45 3858294235 GED50L. INC
PAGE e4
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• • 'Meek) Engineering, Inc. • •
Asphalt pavement Coring and 501 Teet.ni
' • Three (3) Sites ,• . - •
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• City of Miami
• G • 6 Pioject•No.: 204101-
.$
Our Can begin Within one (1) dn+ you' tom. The utility clearance arid Y
v . Given the Scope deecbed
closure
• . perrinit,prooes� typioa�Y take uR'4a•thr!er (B)•d� w0 w� sut�mlc the reauuts of the flog teats
Complete t(5) field sgdytor.rh8�., the'fleiddemobilization. within Heat ing yie will be allowed to perform the
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• ' w�hin.tive (6) working for *await .
ate ,sa a fairly contktuouk effort, we suggest assuming a ten (!0) day Period .
dy
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• Bawd on our gimeral•knowiedge and an interpr+etatitt of your requkreminte', ww are ring to aompltte the
requested servicesto a. i an$tiufft d $S,18i.00 We have enclosed a detaled tes proposal you
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review Atta
y so by signing and retuming the attached
iri dtrne[it 1: �'o'tormait� atatlwrhs us; questions, ease do clot hesitate to +��
•,k ptancil Sheet Ot.a� :.lf yotrlays any
G OS,OL•appreclates your combustion of our firm to undertake this project. If' you have any auestlona, •
• pleased* not hesitate to =tact t +.: , ' •
Sincerely,
• INC.
•Oracm Riocobono; RE. •
Senior Geotedmical Engineer
Preeldent •
• Enclosures: •ROW fee Proposal
'Exhibit A , '
• 4 04/02/2004 14:45 3058284235 mom_ INC PAGE 85
Metric Eng wingi`!nc
• AsphaN Pawment C Sol N! Borings rings •
Three (3) 8Ites .
• City (AWN
•. Q OSCL Propet Na.: 204101412
•
, Accetristekkg OF GaOTECHNICA , SERYJC $
AGREED TO THIS L.DAY OF
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PLEASE PRINT NAME: _
TITLE;
•
•
WE
Exhibit.A •
EO
' 04/02/2094 14:45 3055284235 ' INC
,Cf V or MIAMI ROADWAY 11MPROVLME eiretrUafag
NE 9tk $'i'REEt(PROM•BiSCAYN$ BLVD. TO NE 2nd AVM!)
Mist i• . NZ Nth WREST ( VROMJSCAYNI%BLVD. TO KW 3rd AVENUT) - Minn £R�our'hdg9
. 'NZ 1Xtti maw.E AY SLVD: TO NE' sd AVENU ) - $
nioroom. ri.. r4n4tor412 ' •
• ururs a OF UNIT TOTAL. RB�Cao c�rirrs tN�e{ly :
BACK 8.0 $150.00 1,200.00
1.1 ' , - 4 C • -• Tcltl �' � Looi�tloh+� :.�.' 32.0 $10.Z5 . $�32�.00
1.18tandard PbnetraaionToni tom
Te.. i°� o to 4 foot• . • $128.00
ato4 32.0 -00
1,'j r, . t 'Sail H01'A7101f�i �t �---�'^ • • .
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SUB. -JOT,.
JOT.1L °Tap. ,a tito1Gir'01
1.2.1;Mobilization of E
1,21 ; ect En
1.s 3 Sri„
• . .1.7.11p07&tt Alt
1.1.4 Mdnt. of.ZYaflla u iaent=Ratti1, set up writ Pick
•,Tedudchin' • ,.�..,
1.2.5 Scala An
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''Sr.d.ro AL (MOA/DRi05, C4p0 UOV, ZEST LAirdt1TA U?ILTT 'cat. RANxJ'
PACE 87
I . • $'1,656.00 l
BACta 1.0 S300.00
noun 4.0 $80.00
HOUR 4.0 65.00
DAY 1.0 $500.00•
HOUR 8.0 $55.00
TOTAL WIELD 3013UT1GATION '
zagmmagramtiwasaf
2.1 Visual E at :inetian of 8oi!; •PITj. En :
Z.� Subsorthee Sond__ tiOn•iy PreWni naot
• TOTAL.LADORATORrY PRQGRtAM
TO7'�I: MILD AND LAHORAT Y PROGRAM .
•
3. VNgptYlEEWWNC AND TRoi K 4 SaBYlz8.9_GpBS BA
ruisisizamirtipazi
4 $120.00
8 • $80
4 •$60.00
1 .00
4 $35.00
$300.00
$3
.00
60.00
$500.00
•$440.00
1.$20.00
$3,476.001
3.181rni Pro sot En _ near p.E•
3.2 • eat En . • .8 •
•
3.3.8tafflki aar
3 r4•Teo • cal Drarnaa
3.5 Secistatia1/w• • '
TOTAL' E1yG1N ERINt $ERVICE.S
• CM!, 041491Z11QI F ■ 0220 *MAW ■1 d 1
H
TOT AL'• PEES N"DR PROJECT
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HOU1
HOUR
HOUR
HOUR
80:00
• $640.00
$7.40•.00
$45.00
$140.00
1 • $s;18.1,06l
Exhibit A '