HomeMy WebLinkAboutEngineering Services Proposal for Mid City Interception Relief Project
Augusta Richmond GA
DOCUMENT NAME: En~\neC\r\-hS S-er-vic.es 'VroposO--\ For-
N \d Cj+lj l n1t:n:.~ta," '&\ief -T1r~ect .
DOCUMENT TYPE: PrO t> o~J
YEAR:
I Cl'0S
BOX NUMBER:
--
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FILE NUMBER:
\~ ,OlQ
NUMBER OF PAGES:
Lf
MAR-04-1998 08:46 FROM ARC UTILITIES
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WKS TO
98212819 P,02
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zEm435TelfaifStM<<
Ted W. EIII5, P.E., Cl'lfn. of 801m!. Emerllus --ra ~t.I5t!I. Georgia 30901..2494
JJ, J. T~, P.E., Pre5lckmt. E N GIN E E R S
.It Armslrong, P.E..It~1Il
Zn.:IMERMAN. EVANS AND LEoPOLD. INC.
(700) 't2~S'7
Jorge Eo J Iml!Tlel. P.E., Secretary
J. T. E.ub.mb, P.E.. T~
Co D. Drown. P.E.
January 9,1998
MI', Tom Wiedmeier, P. E.
Assistant Director
A1Jlgusta-Ridtmond Utilities Department
2760 Peach Orchard Rd. '
AlligUsfa" Ga. 3()906
RE: Engineering Services Proposal for Mid City Interceptor Relief Project
DellI' Mr. Wiedmeier:
End.osed, please find our cost estimates and engineering proposal for the
~lmmced project. We have considered all the items that were discussed at our
sco~meeting, qf ~ 24,.}997. Our,:pn;>posal ~s b~d ~ a force,main route
to l~,~:~n: dia.l~~ ,oE:a-ie Mid'~ty~~~." We ~,~~,. for your
infi>rmation" the e~al~~o~ tQ.~ ~ ~ ilia. !ocati~ ,'!.h~ Fo)ed ~clud@s:
· Lift station to relieve. the ~ Oty In~ptor of flows aboVe iiS capaCity,:
· Diversion structure with adjustable oontrol " "
. Wet well structure.
· E\TaIuate hydro-mechanica1, diesel and electric pOwer sources for pUmp
operation. (20 year operation Iife..cycle costs)
· Evaluate force main routing and ma1erial and aesthetic alternatives for cost
savings.
· Confirm design of system by Hydro Works 'I'M computer modeling.
.. Provide the computer. mQdcl input files to the City.
,', ,AS',~:~~, ~ ha~' ,iidUded'aJ1 the 'CustomarY Basic ~
, . preliminary engineering, final design, bid assistance" arid construction
adlliliUstration phases. 'Our proposal also includes:
1. -my field surveying required for the design of the works,
2. '!he efforts related to real estate researclt to acquire or confirm properly rights
:nee<.led for the routing evaluations, (Including the right of way plats
J~).
. . .
3. .:'OStS~ted with addressing cultural issuefi induding approval of the
. l~~ 0Jl.~ banks Qf.~' J\u~ pU.aI ~ 'register Submittals),
4. ,prepa:ration of multiple ~t app~~tions ~oi' tail and highway' crossingS;
5. computer modeling ~ Piedmont Olsen-Hensley 880m tonsWtant. .
03-04-1998 08:50AM
706 771 2646
P,02
MAR-04-1~'8 08:49 FROM ARC UTILITIES
WKS TO
98212819 P.01
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ZEL ENGJNEERs., INc.
PI..ANNlNG ESTIMATES - PR.OJBCT DHFlNITION
MID eI'lY INlER.CHPTOR llBLIEF
FORCB MAIN ROUIlNG 10 GLASs FACl'OR..Y ON MA1N lNmRCEP10R
SeaiCltl
A
II
IF AItmJate 1
1,700 $ 90,100
6,390 $ 358,660
1,030 $ I 85,50S
1.210 $ 209,935
1,810 $ 207,258
8,670
620
,885
3,330
620
8,276 $ 1.339,829
Total Cost $ 2,391,287
LF 20,.416
34,541 $ 117 5:
Alternate 2
$ 90.100
Alternate 3
S 90,100
$ 358,660
$ ISS.st)S
Altanare4
$ 90.100
$ 3S8.660
C
n
It
}r
GI
H:
1
1
K
$ 201,258
$ 791,053
$ n,60S
-'$ 100',336--. - -. - - .. -.-
S 418,.055 $ 418,055
. u_ .. __ ..__ .., _ ~ ...__
$ 1.339,829 $ 1,339,829 $1,339,829
$ 2,428,239 $ 2.392,149 $2,.319,579
20,456 20,726 21~1
119 $ 11$ $ 112
Pump Sfatiorl Design - 2 pumps@ $65,000 each + cantrols and wetweU
Equipzuem
Tnstallalioo
waweu
Powa-
Cmtrol
$ 200.000
S 400,000
$ 75,000
:Ii 150.000 ~cal
$ 35,000
$ 860,000
Frcject CcnstructkmCost.
PjpeJine $2.391.287
Pump Station.$ 860,000
S3,zSl,287
Eagineerlag ICOIt Computatjon
Based on ~
Project
length '# ofSboets
20,416 J6
Details S
P Station 1
SB&sCP 8
if. SbeeIs 36
Average Effixt per' sheet
(i1'lt!1,Klil\g field surveying)
30 SE $ 59,949
20 PE $ 50,866
70 Tech $ 101,732
Design Cost $ 212.547
Bid & Ccutmct Adm $ 53,137
Real &tate Resean;b $ 5.000
Permits. RR $ 17.271
Cultural Issues $ 20,000
$ 307,954
Modetiug $ 63,250
S 371.114
,:1. "..
. ;"',.
", ,
BMed 011 ASCE Curves
Pipeline
Pump StatkJo
.' 'Fiefd~g,Fl' .'
.. .:.....ReRf~.llc~ Fr
. PamirS. Jut . .
CultumI ksuea
Rate Sotm:e Basic Senices
6.30% fimlBClm'e $ t5O,651
9.9O%.uomAcurve $ 85,140
$. 1.so 20.416. $ . 30,624
S 0.25 69,082 . $' 17,271
$ 5,000
$ 20,000
$ 308,686
Additiooal cost h mnrIfflne $ 63,2S0
S 371t936
P'rc!ject Cost.Rl!"'J)
Ca.struc&o $ 3.251,287
~ $ 311.936
Total S 3Jt23,221
03-04-1998 08:53AM
705 771 2545
TOTAL P.01
P.01
f'I:lR-el4-1998 08 : 47 FRCI'1 l'F.C LIT I L IT I ES
blKS TO
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ZHL ENGINEBRS, INe.
PUNNING ES11MATES. PROJECT DEPI'NITlON
MID CITY IN'IERCHPTOR REUHF
FORCE MAIN ROIJl1NO TO 54w AT 7t1t. ST
98212819 P.04
So:Iio:o. LF~l AIIa:nalc 2 Altermite 3 A!tInIale 4
A 1.700 S 90,100 $ 90,100 S 90,100 $ 90,100
B 6,390 S 358,1560 $ 358,660 S 358,660
C 1,030 S IUJ()5 S 185,50:5
D 1,210 $ 209.935
E 1,8]0 $ 207,258 $ 207,258
F 8,670 S 791,053
G 62() $ 72,6OS
H 88S S 100.330
I 3,330 $ 41tl;OSS S. - 41l-.OSS .
1 620
TOllI.\Calt $1,051.458 S 1,038,410 $1,052,320 $ 1,039,75(1
LF 12,140 12,180 12,450 12,925
26,265 $ 87 $ 89 $ 85 $ 80
PuqJ StIltion Dc:sigD . 2 ~ @ $65,000 eadi + lXlIltrols lIDd Wlltwell
EQ,ulpmcut
lMlaIIatim
Wetwdl
Powa'
COlllIVI
$ 200,000
$ 400,000
S 75,000
S lSO,oeO H~ca1
$ 35,000
$ 860.000
EqIueIbg Cast Coup1dllfkm
Projaet~ Ca;t
PIpelfne $ 1,051,458
Pwnp St.tiao $ 860,000
S I,9U,458
.BlI5Cd on ASCE ~
Plpe.IIne
Pump SWicn
Fidd~PT S
RaIlE6tlde ~F1' $
Pt.Imits, R.R
CnlImaIIMuc3
Rate Soum" Ba1k Scrvklm
7.3S% 1ium 8 QIrnl $ 77;N1
9.90% lioolAcmve S ~
1.50 12,140 S ~
0.2' S2,S30 . $ .13.133
. $ 5.000
$ 20,000
$ 218,165
$ 63,250
S 131.015
McIiliaoaI Cll)!sl$ tbr IDIIdcIiIlg
Total ~
Pruja:t Cost Recap
S 1.911.458 Comlrumm.
S 282,015 ~ SIIppQl'tScn:kes
$ z.t9M7Z Total
a'___ -..u&. "O~""'&' a
, Rad&talc.a-rm, Fr
l'BmitJ, .RR
ClIlr:lrml ~
. ~-IY ..:;u:,"'1'U '" .:Iv.""""
S 0..25 69;082 S 17.m
S 5,000
$ 20,000
$ 3Oll.6B6
AddilicmlQlSlflr~
$ 371,t3fi
Prqecr C05t R=lp
~ $ 3,2St,Z87
P.nsluc'll" $ m,936
'I\Q1 S J,Q3,m
03-04-1998 0El: 52AM
706 771 2646
BBBed on DmwiIIgs
Projeec
IaJgtIt. II ofSbec:til
12,140 10
Delails 4
P Station 7
SB&SCP 4
# Sheecs 2S
A-.a>Ige E:Jbt pw sha:t
(Inc!udlng fidd lIUM:ying)
JO SE S MJ,'71S
20 PE $ 34.397
70 TGdI S 69.194
Desisn Cost S 144,565
Bid & Con1mct Adm S 36,141
RaIlEdldeRacerdJ $ 13,133
Pamlb.1Ul $ 5,000
CuhumlI8aues $ 20,000
Sub 1'0IDI S 218.839
ModcIlng S 63,250
Tolal S 182,ll8t
~ 0
, Sbeels 36
A--. Efbt pc' Ibooot
(iDclocIlDe Iield ~
30 Sll S 59,949
20 PB &; 50,866
70 Ted! SIOI,732
Design Cost S 212,j47
Bid & Oalllna;t Adm $ 53.137
Real Hsla1Il ~ $ S,ooo
.f'IlmIb, ItK. S 17;m.
CulIunIIssues S 20,000
$ 307,9S4
MocIdiba S ~
S31l.7Al4
TaTFL P.04
P.04
MAR-04-1998 08=47 FROM ARC UTIUTIES
WKS TO
98212819 P.03
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1\11'. Tmq Wiedmeier, P. E.
A:iSistant Director
January 9, 1998
Page 2
Th.e computer modeling will also be used to co.n.f:i:rm. the design parameters
defined in our Report titled hEngi'lU!eri.ng Study of Roe's Creek Sewerage" dated
Mtry, 1990. We propose to provide these services for a lump sum of $ 285,000
(including any normally reimbursable items), We also propose to provide these
setvices through final design in a period of nine months.
SiJ1lcerely
ZIMMERMAN, EVANS AND LEOPOLD, Inc.
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Endosure
9"JQO'l'S~~
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03-04-1998 08: 51AM
705 771 2545
P.03