LAW OFFICES

STORINO, RAMELLO & DURKIN

DONALD J. STORINO

MICHAEL K. DURKIN

RICHARD J. RAMELLO

NICHOLAS S. PEPPERS

THOMAS M. BASTIAN

ANGELO F. DEL MARTO

JAMES E. MACHOLL

BRIAN W. BAUGH

ANTHONY J. CASALE

ANDREW Y. ACKER

PETER A. PACIONE

MELISSA A. MIROBALLI

MATTHEW G. HOLMES

MICHAEL R. DURKIN

Mr. Ronald T. Anderson 3134 N. 78th Court Elmwood Park, Illinois 60707

9501 WEST DEVON AVENUE

ROSEMONT, ILLINOIS 60018

(847) 318-9500

FACSIMILE (847) 318-9509

May 16,2014 Via Regular Mail

Re: Freedom of Information Act Request

Dear Mr. Anderson:

THOMAS J. HALLERAN

ERIN C. MORIARTY

ADAM R. DURKIN

JOSEPH G. KUSPER

MARK R. STEPHENS

BRYAN J. BERRY

ANN M. WILLIAMS

LEONARD P. DIORIO

RICHARD F. PELLEGRINO

DONALD J. STORINO II

OF COUNSEL

IN REPLY REFER TO FILE NO.

EP-1

The Village of Elmwood Park is in receipt of your May 1, 2014 Illinois Freedom of Information Act (5 ILCS 140/1 et seq.) ("FOIA") request for the following records:

"Flood Mitigation Plan" 1) List of Bidders; Project Areas 1, 2, 3, 4, 5 2) Low Bidder Contract Bid Price, Area 1, 2, 3, 4 (N & S) 5 3) Engineers Estimate- Area 1, 2, 3, 4 (N & S), 5, 6 4) Final Cost-Areas 1, 2, 3; any Extra Work w/costs.

Enclosed are records responsive to your request. Should you require additional records, please submit another FOIA request. Thank you for your inquiry.

Sincerely,

&o~~ Erin C. Moriarty One of the attorneys for the Village of Elmwood Park

Enclosures

447545.1

SoVf)+

Vllap of Elmwood hrk Soudl Westwood Stonn 5ewet' CBBEL Project Number 950253.00020

BkiTUW.tion 1S-Apr·14

WVi~ J'J-O_IZA"'

~

ITEM lOOT ....-no• -;;,;;c~;· I UNIT PRICE I TO~~ I UNITPRICI! I TO~~· I UNIT PRICE TO~~~ I""" PRICE ~ UNIT lo:VI PWSLP I WFCLP 1 UNIT PRICE I To~~ 1 UNIT PRICE I TO!~'-":""

3 • ~ . I~~

f-7-~~ UCH S2.""'00 "'·""'"' U,OOO.OO ...,_ooom .,·~, "'"' ".Toom "'·"Om •o•~m "'.~m QC~~ • • . . ~ "'"'

00 "'~ "~m ..,,00000

"~

~~

"-""00

"""'00 .. ~, <0000

~•m

$2,00000

""· 000

~. 000

"'"""00

m.~m

""·' '"·""'00

~·.~

"'·000'"

>.00

I

DESCRIPT10N UNIT [o~:,;, PWSI.J' 1 WPCLP 1 UNIT"""'E TO~':" 1 UNIT"""'" I TO~~"" I UNIT"""'" 1 TO~':" 1 ~n-• 1 TO~~'!"M I"M'~" 1 To~~~·· 1 UNIT PRICE TOTAL ITEM

~ ~

FRAME.CLOS<o EACH 55 o " S<.ooo.oo smooo.oo ""'oo I "''·'"oo S5ooo.oo SJTOorooo s<orooo I """" 00 "·"" 00 .,,.,ooo.oo ""' 00 '"'·"' 00

,. I'"'''"'"' luo -·~. ·~ EACH a o S7.!500oo seo.orooo S9.Joooo m.eoooo moooo sao . .,.oo m.ooo..oo SS6.ooo.oo SB.JOO.oo '·""'oo ... ooooo SJJ.ooo..oo

13

79 .. "

.. .,.

FOOT

NA ~.....,ALAND FOOT

NA ETE CURl! AND GUTTER REMOVAL AND FOOT

NA ~U ·~~~- FOOT

"I«Amip.): O..nse In final Bid Amount due lo omission ol item t !lin Bid Sdle'dule 1.

.

.. ..

3820 3020 0

1700 1700 0 ....

•(DiMeo Brothfts): Ch~np in final Bi:l Amount as unit price for Item t 19 not I;(Jflsistent in Bid Schedules 1&2 4 (Miortram): O..np in fin.l Bid Amount as unit prices for L'-1 It 50,51.52,53,15,16 not !;(Insistent In Bid Scheduln 1&2

S9orooo ,..,.00 .,.,,eoooo """"·" "0.000.00 S10.orooo $53.000.00 $53.000..00 I m.>OO.OO >.•mm u.~m u.=oo

~ lii

~ $7,..,00 $100.00 SS.AOOOO $7500

~

~

$28000 523.500.00 ,,.00

i i

$20 . .,..00 S280.00 $23.!50000

~ s2000 STUlO.OO """ "'·"'"·" SJ>oo sse.ooo.oo "'"' "'·"'"" moo_ ., ...... oo moo "'·'"'oo S2300 $311.>0000 SllOO $35,70000 S3Cl.OO S5l.OOO.OO S27.00 5<5,.,00 S20.00 """" S2400 .... eoooo

$2500 "'·"'00 $2500 .... ,..00 S3000 $51.7 ... 00 S3000 ........ 00 S3200 0.~00 ""00 "'·"'"'

Vllap ofar-od Pllrt. North Westwood Starn~ S.W.r CUB.I'rojKt.UIIIblriSOZSl.OOOZO ··-,.... ..

CBBEL Project No.: 010622

V..geofE/mtllloodP•rlf

Elmwood ~rlf Flood ~lion St.~ I Slai'I'I'IMtflrP\lmpStation

BJd Opening: ll~~n:h 14 2013, 10:00AII

aMJUt .. tAENCH,&8ETS.~IIIGS

~ .. CCNIJIT.48ETS.~~XLP-7YPEUSE.fiiN

~~~-48ETS.3Cia0DIIlt.e:MO~

CAMETWTHIIQ.."IH)~IIMlt:ll

l't.-STAliONCONTfla.IW<IB.

~fREQl.ENC'I'()RII.EWITHIIYATIYf'ASS

jENGMC~EJEAATCitlB«:l..OSS...IE

~"""""-'""

~""'""""" "IR£EftEMO'JAI.(IT01.!1\NTI~

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,,., ,,., »0.00000 ,,.000., n~oo ....... uoooooo ,,....,., ,,00000 ,,...,

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~" """ "''"'" ""' ....... ... 00000 ~'-'"-" "'-"'" .... ., .. 000.00 "'00000 "'-""" n»'"" ,,,,.,

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j~Jt~F

c.e.-1-e "'~.; ;V fl.<s

VHiqe of Elmwood Park 80th Avenue Storm Sewer ProJect

Pay Estimate No.6 CBBEL PROJECT NO. 080622

1-

JsTDiiii 5RM >RM

1,81

~TION

, TYPE , IYPE

?i 41

<2 ~

NA NA

NA

NA Nil NA: NA:

NA NA

co

:snc ~CTOR

'LU<

,.. "'" E24"

~ECIAL '"CCAi OWN ~

!i

~ fRE~ TINGVI/ATER

xc~«l=

SEWER ••unvAO ••

~ ~

I '_Sl<l

:.8'

''"""

I

...

sc UNI

sc sc

YO roN

lFl ,.,

h

~ EAcli

EACH

ioT 'OC

'"" CH

CH

LSl LSL LSUI

EACH

9ii5

" 9765

1150 ""17ii 120

-285 -252

5440 210

1iii ;'f.-

71

497

28 77

5

-'s

2S -,. 8 2

'

"'

n

$24

$3.

$4ioo

$48-:oc $4.5C

$35.00 114.0

~ S2:

•1:5< $4.0

•1m

2:00

" 750.00

$228.

TRACT '""

·~~ -;;7,;;.

~-'!'..

~·

~187j

$2C: $109,

I .....-t:

co I cURB lAYOUT EACH SO.OO S7BO.OO

s.oo:oo S2:25000

llRAFFIC I 5225.00 50:00 ~ ISEED AND BlANKET SY Ss:OO 50:00 ''·'"~"' IDACOMPL I S7:59a:48 50:00 ~

co I:~~OLEC<"C"""· '~~C' C" -"MVCC CV" ' ~MC' c• EACH 0 S1 OB7 4B sooo SI,OB7,4B

$2,095~63.7 $2,720,014.'

Reccommended: Less Retainage (5%): RESIDENT ENGINEER DATE

Total Payment Due: $2,564,013.48 Concur.

CONTRACTOR DATE less Previous Payment

Net Amount Due This Estimate: $60,473.27

vmaae of Elmwood Part. BOth Avenue Storm Sewer Project

Pay Estimate No.6 CBBEL PROJECT NO. 080622

ITEM IDOTCODE

20101300

DESCRU'TION

'TO 10 INCH DIAMETER)

-5

8

12 13 14

25200200

211000<00 2800051

35501308

I IUPPLEMENTAL TERING

JPER .. ETER EROSION BARRIER

ETFILTERS

40201000 (AGGREGATE FOR TEMPORARY ACCESS

40600100 IIT\JMINOUS MATERIALS (PRIME COA'

40600300 E COURSE, MD<

~~ I,._. 24 44000155 JT-MOCASPHAl 1112'

25 44000200 (DRIVEWAY PAVEMENT REMOVAL

26 44000500 :CO<BINA TION ION CRETE

44000800 I

44201747 a· TYPE ',BINCH:

~__,..;~~-~-• . "" ~ SA. TYPi

35 SSOA2560

36 SSOA25BD

TYF , RUBBER GASKE' , LASs> TYF

37 SSOA2600 , RUBBER GASKE' , LASS TYP

130"

SSOA2610

SSOA2"

, RUBBER GASKE' , LASS TYP ~

45 .. 47 48

52

58 59 60

' GASKE' , CLASS' r254" LASS A, TYPE

: ,LVES 8"TEm 56105200 (WATER VALVES 12"

56300100 < DIAMEI ORLESS

fB6J<Es 56400500 JFIRE E REMOVEC

I I

80200105 ~~:~~",:;'""· •••.·•~-"'"· "' '""" <LID(WITH

60500050 60600105

(MANHOLES, E_A, S.OIAMETER, TYPE I FRAME, W5SElf[iO

'· 6-DIAMETER, YPE '·CLOSED UD ;, CLOSED LID

LINE24"

671 lOMB; 'IELD C I

~---" :70~-~-_I.~·.~--78

79 60

87

88 89

90

92

96 97

X0320374' 'lUG EXJS~ SEWERS

NA NA

NA

NA

NA NA

I

iiNUNESHUT

~~ (JUNCTION

,.,

(JUNCTION CHAMBEF

(JUNCTION CHAMBER 19 (JUNCTION CHAMBER flO

110" 112"

(10'<4')

NA NA

~~~·· ""' .. ' """"' "" , .. I I

NA (REMOVEAND ;,< I

NA <CULVERTS (I r X<

FRAME. OPEN

UNIT I';,~.= '::~:~~ UNfTPRlCE JCUNOKACI ··~' PRICE TO DATE

~EACH sso.oo S""oo so.oo EACH $100.00 .00 $1,300.00

UNr Fc

EACH

cun

'ON GAl: :ON

TON CON

sa "'" lOT

OOr

OOr FOOT Fc

FC

FC

EACH FOOT

EACH

EACH CUY(

EACH ~EACH

EACH

EACH EACH

FOOT

ToOT FOOT ~ EACH

EACH sa·

'"" !:SuM !:SuM LSUM

FOOT

EACH

EACH

3200

50

""

120

35

94C 1950

285

7885

784 334

BO 2890

78C

26

10

3435

125 5 4

1340

138

2041

688.4

840

90S 31>4.

42

48.5 784 JOB 301

3155 ..

BS 10 10

497

27

6536

10

v·

125

31

2

138.5

8

14.

124.00 "·' ,90

$3.50

15000 125.00

$3.00

$1.00

5.50 11.00

$i':50 190.00

.00

$112.00

192.00 160.00

162.00

i.OO

$500.00 $4,200.00

130.0C

",650.00 $2,450.00

$3,BOO.OC $9,600.0C

$200.00

$14.25 $301l.OO

$50,000.00

$35.00

$250.00 100.1

00 $3,600.00

;oo,

$9,600.00 $9,600.00

$120.00

$1,900.00

$3,100.00

m.oc

145.00 zoo.oo ;oo~oc

JOO.OC

$13,800.00 $3,360.00

$35.

,910.00

$10,802. 1,797.50

,600.

$0.00 7,143.50

$1,350.00

~=

$9,250.80 $1,920.00

$0.00 $85,450.!

6.00 ,165.00

$13,564.50

$13,593.45 1,387.00

1.00

.00

1.798.0 '-+--=·635"!'':7.'-'''00--l $1,716.0 $0.00

550.0 $3,487.50 568.00 $65,568.00

nB.OO $28,336.00

soo.oo 11B.060.

11 160.00 ·~

$1,760.00 $1,500,00

$12,800.00 $101,400.00

$49,100.00

5,250.

$2,000.

$48,948.

,200.

$2,030.

$4, 5.00 O.OC

$2,200.0

$3,600.00

$13,500~

$9,600.00

$9,600.00

$9,600.00

$16,58=

$15,200.00 $8,200.C

$900.C

$0.00 $2,975.00

$5,000.00

$42,000.0()_

$84,BI_QAl()_

$49,950.00

$12,25000

$7,200.00.

il $0.00

$93,138.00

"'·'

$2,996.00

.375.00 ,750.00

l.OO

... ..,.00 $0.00

l.OO

$9,800.00 $9,600.00 $9,600.00

S16,380Jl(l

$15,200.00

_!QJIQ_

$44,352.00 $1,087.50

.. NA JSEW!OR REMOVAL AND • MAIN"'""'"'"'"~' FOOT

840

90 120.5 $45.00 $4.050.00

103 NA NA

NA

co co

(TREE PROTECTION

(WATER MAI~TIONALBORE)

JWATERMAI~

li~~~;;'o';;;,.~ ~';.",~' v" '"' "• '"'"~•• •'

CO rWATER MAIN OFFSE"

CO LINE STOP

FC

FOOT

EACH -EAcH

- .. 75C BOC

0

6

$125.00

$105.00

$86.00

$5,200.00 $8,750.00

.L-00 $78,750~

$0.00

$0.00 $0.00

,100.00 $000

$58,080.00

,50.00 $31,200.00

$8,7!iQ,Q<l_

co CURB LAYOUT EACH $760.00 $0.00 $760.00 co TRAFFIC PLAN MODIFICATION EACH $490.00 $0.00 $490.00 co 1Z'CORES EACH $750.00 $0.00 $2,250.00 co TRAFFIC PLAN MODIFICATION, TYPE Ill BARRICADES EACH $225.00 $0.00 $1,125.00 co SEED AND BLANKET SY 949.3 $8.00 $0.00 $7,594.40 co ADA COMPLIANCE FOR SIDEWALK T&M EACH 1 $7,598.48 $0.00 $7.598.48

• 10'- ~dORl•-uwo<•<"

co MANHOLE EACH $1,967.40 $000 $1,967.46 $Z,59fi,U3.71 $2,720,014.19

Rectommended: Less Retainage (5%): (~· !"J6 OO<J -:I) RESIDENT ENGINEER DATE

Total Payment Due· $2,584,013.48 Concur:

CONTRACTOR DATE less Previous Payment i$2.523,540.21)

Net Amount Due This Estimate: $60,473 27

Sworn Statement for Contractor and Subcontractor to Owner

State of Illinois Est No 10

County of Lake Our Job No. MG460 The affiant, Charlene R. Manusos being first duly sworn, on oath deposes and says that she is President of Manusos

General Contracting, Inc.: that we have a contract with the Village of Elmwood Park, Owner of the Village of the Storm Water Pump Station for the Village of Elmwood Park

That for the purpose of said contract. the following persons have been contracted with, and have furnished, or are furnishing and preparing materials for, and have done or are doing labor on said improvements. That there is due or to become due them, respectively, the amounts set opposite their names for materials or labor as stated. That this is a full, true and eomplete statement of the amounts to be paid or paid.

1 2 3 5 6 7 Bid Un % Measured In

Item No. Description Quantlt Bid extension It

Unit Price done Place

Totalto date Prev Payment This Payment

y

010510/01 Construction 1 $7,669.00 LS $7,669.00 100 $ 7,669.00 $ 7,669.00 $7,669.00 $0.00

Layout

Maintenace 015000/01 & traffic 1 $3,550.00 LS $3,550.00 100 $3,550.00 $3,550.00 $3,550.00 $0.00

control

Temporary 015000/02 Construction 1 $2,739.00 LS $2,739.00 100 2,739.00 2,739.00 $2,739.00 $0.00

Fencing Pump

033000/01 Station& 1 $440,900.00 LS $440,900.00 100 $ 440,900.00 $ 440,900.00 $440,900.00 $0.00 Valve Vault vontrol

033000/02 Building 1 $10,651.00 LS $10,651.00 100 $ 10,651.00 $10,651.00 $10,651.00 $0.00

033000/03 Generator 1 $6,626.00 LS $6,626.00 100 $ 6,626.00 $6,626.00 $6,626.00 $0.00 Pad

033/000/04 PCC 500 $2,740.00 SF $5.48 581 $ 3,183.88 $3,183.88 $3,183.88 $0.00 SidewalkS"

083113101 Access 1 $53,682.00 LS $53,682.00 100 $ 53,682.00 $53,682.00 $53,682.00 $0.00 hatches Precast

13342501 Concrete 1 $86,855.00 LS $86,855.00 100 $ 86,855.00 $86,855.00 $86,855.00 $0.00 Rttil~;n..,

Low Voltage

260519101 ElecPower 1 $51,400.00 LS $51,400.00 100 $ 51,400.00 $51,400.00 $51,400.00 $0.00 Conduct/ Cables Raceways&

260533/01 Boxes for 1 $42,600.00 LS $42,600.00 100 $ 42,600.00 $42,600.00 $42,600.00 $0.00 Electrical Systems Pump c.;ao1e

260533102 Junction 1 $9,900.00 LS $9,900.00 100 $ 9,900.00 $9,900.00 $9,900.00 $0.00 Terminal Bnxes

Motor 262419101 Control 1 $10,520.00 LS $10,520.00 100 $ 10,520.00 $10,520.00 $10,520.00 $0.00

Center

262701/01 Transformer 1 $2,750.00 LS $2,750.00 100 $ 2,750.00 $2,750.00 $2,750.00 $0.00

Pad

Conduit in trench,

262701/02 encased in 200 $18,976.00 FT $94.88 0 0.00 $0.00 $0.00 $0.00

concrete, 2 sets, 5" PVC,Sch40

ditto 5 sets 262701/03 4"PVCSch 50 $17,600.00 FT $352.00 100 $ 17,600.00 $17,600.00 $17,600.00 $0.00

40

cable in conduit, 4

262701/04 sets, 4/C 50 $19,200.00 FT $384.00 50 19200.00 $19,200.00 $19,200.00 $0.00 #600MCM XLP-Type Use600V ditto 5

Variable Frequence

262923/01 Drive 2 $211,000.00 EA $105,500.00 100 $ 211,000.00 $211,000.00 $211,000.00 $0.00

w/RVAT Bvoass

Engine 263213/01 Generator& 1 $285,100.00 LS $285,100.00 100 285100.00 $285,100.00 $285,100.00 $0.00

Enclosure

Auto 263600/01 Transfer 1 $22,250.00 LS $22,250.00 100 $ 22,250.00 $22,250.00 $22,250.00 $0.00

SWitch

265600.01 Exterior 1 $14,250.00 LS $14,250.00 100 $ 14,250.00 $14,250.00 $14,250.00 $0.00 Lighting

Exterior 1 $9,550.00 LS $9,550.00 100 $ 9,550.00 $9,550.00 $9,550.00

Lighting

270500.01 Telephone

1 $2,200.00 LS $2,200.00 100 2200.00 $2,200.00 $2,200.00 System

275125/01 Scad a 1 $55,820.00 LS $55,820.00 50% $ 28,910.00 $28,910.00 $27,910.00 $1,000.00 System

282300/01 Vide 1 $8,765.00 LS $8,765.00 100 $ 8,765.00 $8,765.00 $8,765.00 Surveillance

311000/01 Tree 4 $3,508.00

Acr $877.00 100 3.00 $2,631.00 $2,631.00 $0.00

Removal e

Tree

311/000/02 RemovalS

1200 $9,240.00 uni

$7.70 100 $ 1,381.60 $10,638.32 $10,638.32 $0.00 to 15 units t Dia

Tree

311000/03 Removal

2600 $25,636.00 Uni $9.86 100 2917.10 $28,762.61 $28,762.61 $0.00

(over 15 t units dia)

312000/01 Earth

1 $174,477.00 LS $174,477.00 1 $ 174,477.00 $174,477.00 $174,477.00 $0.00 Excavation t:.arth

31/000/02 Retention 1 $160,478.00 LS $160,478.00 1 $ 160,478.00 $160,478.00 $160,478.00 $0.00

Svstem Granular

312005/01 Subbase 300 $2,301.00 SY $7.67 200 $ 1,534.00 $1,534.00 $1,534.00 $0.00

[type 8, 6"

312010/01 Trench

2500 $82,175.00 CY $32.87 2390 $ 78,559.30 $78,559.30 $78,559.30 $0.00 Backfill

312319/01 Site 1 $10,956.00 LS $10,956.00 100 $ 10,956.00 $5,478.00 $5,478.00 $0.00 Dewatering

Erosion foo 312513/01 Control 5000 $16,500.00 $3.30 5000 16500.00 $16,500.00 $16,500.00 $0.00

Fence t

312513102 Inlet

5 $1,315.00 EA $263.00 Protection

312513/03 Flocculation

1 $16,433.00 EA $16,433.00 1 $ 16,433.00 $16,433.00 $16,433.00 $0.00 Tank

312513104 Filter bag 1 $3,550.00 EA $3,550.00 1 $ 3,550.00 $3,550.00 $3,550.00 $0.00

312513105 BMP 1 $1,014.00 LS $1,014.00 1 $ 1,014.00 $1,014.00 $1,014.00 $0.00 Maintenance

312513/06 Dam check 4 $2,341.00 EA $585.25 4 $ 2,341.00 $ 2,341.00 $2,341.00 $0.00

312513/07 Concrete

1 $2,410.00 EA $2,410.00 1 $ 2,410.00 $ 2,410.00 $2,410.00 $0.00 washout

Stabilized 312513108 Construction 1 $3,057.00 EA $3,057.00 2 $ 6,114.00 $ 6,114.00 $6,114.00 $0.00

Entrance

312513/09 Dewatering

1 $2,341.00 EA $2,341.00 1 $ 2,341.00 2341.00 $2,341.00 $0.00 Basin

Hope

334100/01 forcemain

2000 $383,443.00 FT $191.72 1970 $ 377,688.40 $ 377,688.40 $377,688.40 $0.00 SDR2636" dia

... ., _ .........

Resilient 334100108 Wedge gate 1 $1,315.00 EA $1,315.00 100% $ 1,315.00 $1,315.00 $1,315.00 $0.00

valve 8"dia

DIP Pump 334100109 Discharge 1 $121,922.00 LS $121,922.00 100% $ 121,922.00 $121,922.00 $121,922.00 $0.00

Piping

334100/10 Ditto Fittings 1 $56,969.00 LS $56,969.00 100% $ 56,969.00 $56,969.00 $56,969.00 $0.00

334100/11 Flap Gate I $3,287.00 LS $3,287.00 1 $ 3,287.00 $3,287.00 $3,287.00 $0.00

334100/12 Steel Casing

10 $872.00 FT $87.20 $0.00 12"dia

334100/13 ditto 18" dia 20 $1,968.00 FT $98.40 $0.00

Elastomeric 334100/14 inlinecheck 1 $6,573.00 EA $6,573.00 1 $ 6,573.00 $ 6,573.00 $6,573.00 $0.00

valve 6" dia

334100115 ditto 12" dia 1 $8,764.00 EA $8,764.00 $0.00

334100116 ditto 24" dia 1 $15,338.00 EA $15,337.00 1 $ 15,337.00 $15,337.00 $15,337.00 $0.00

Reinforced Concrete

334100/17 Culvert Pipe,

75 $4,869.00 FT $64.92 64 $ 4,154.88 $4,154.88 $4,154.88 $0.00 Class A, Type 2, 30" dia

Structure

334100/18 Removal

1 $9,860.00 EA $9,860.00 1 $ 9,860.00 $9,860.00 $9,860.00 $0.00 and relocate 5ft. DIA, CB

MH Reconstruct

334100/19 edwith new

5 $5,478.00 EA $1,095.60 2 $ 2,191.20 $ 2,191.20 $2,191.20 $0.00 frame and Bolt Down UD

Catch basin, flat top slab, 7 ft dia, tpe 1

334100/20 frame, bold 1 $16,433.00 EA $16,433.00 1 $ 16,433.00 $16,433.00 $16,433.00 $0.00

down lid, (discharge structure)

Manhole

334100121 Type1

1 $13,147.00 EA $13,147.00 1 $ 13,147.00 $13,147.00 $13,147.00 $0.00 frame, open lid 6ft. Dia 6ft.x6ft. precast

334100122 manhole

1 $13,147.00 EA $13,147.00 1 $ 13,147.00 $13,147.00 $13,147.00 $0.00 (backflow prevention structure)

334100123 Box Culver

125 $41,082.50 FT $328.66 100 $ 32,866.00 $ 32,866.00 $32,866.00 $0.00 6'x3"

ditto end 334100124 section 1 $10,956.00 EA $10,956.00 1 $ 10,956.00 $ 10,956.00 $10,956.00 $0.00

w/grating Stone riprap,

334100125 class 25 $2,739.00 SY $109.56 40 $ 4,382.40 $ 4,382.40 $4,382.40 $0.00

A5RR5 Stonn Sewer,

334100.26 Special, 8" 125 $685.00 FT $5.48 125 685.00 685.00 $685.00 $0.00

dia,pVC SDR26 StonnSewr

334100.27 Removal 40 $478.80 FT $11.97 $0.00

30RCP Remove?'

Stormwater 334200/01 Pumps& 1 $647,700.00 LS $647,700.00 100% $ 647,700.00 $ 647,700.00

Access Deduct 1 {$6,000.00) LS {$6,000.00) 100% $ (6,000.00) $ sleeves Flyght 1 ($1 0,000.00) LS ($10,000.00) 100% $ (10.000.00) $ so litter Eliminate

1 ($14,000.00) LS ($14,000.00) 100% $ (14,000.00) $ joints

Total $3,559,940.74

Amount of Original Contra $3,591,000.00

Work Completed to Date

Extras to Contract to Date flat"/o Retaina Je

Total Contract and Extras $3,591,000.00 Net Earned

Credits to Contract Net Previously Requested

Adjusted Total Contract $3,591,000.00 Amount Now Due

Balance to Become due

!(Including Retention)

It is understood that the total amount paid to date plus the amount requested in this application shall not

exceed 90% of cost of work completed to date.

I agree to furnish Waivers of lein for all materials under my contract when demanded.

(6,000.00)

(10,000.00)

(14,000.00)

$3,457,174.99

$647,700.00 $0.00

($6,000.00) $0.00

($10,000.00) $0.00

($14,000.00) $0.00

$3,435,659.99 $21,515.00

$3,457,174.99

($10,000.001

$3,447,174.99

I cs3.263.876.99l

$183,298.00

$887,200.56

Signed .,.--.,-,--,--------------------President

Notary

Item Number

I

2

3 4 s 6 7 8 9

10 II 12 13

14 u 16 17

II 19 20

21

22 23 24 25 26

27

21

29 30

31 32

33 34

35 36 37 38 39 40

41 42 43

44 4S 46 47 41 49

so 51

52 53 54 ss 56

DiMeo Bros., Inc. Construction Company

720 Richard Lane, Elk Grove,JL 60007 Phone: 847.640.2240 Fax: 847.640.2240

To: ViUace of Elmwood Park IIConliP~ Elmwood Park, lL 60707

Re: Stonn Sewer and Detention Reservoir Project

Pay Request # 9 and Partial

IDOTCO<Ie ITEM 20100110 Tne Removal (6 to IS india) 20100210 Tra: Removal Cover IS india) 20101000 T..,_ary Fence 20101300 T""LPruning(lto 10 ia dia)

201013SO TreePnmindover 10 in die) 20200100 Earth Exca-Valion 20201200 Remove and DiSPOSal ofUnsuitablc Mllerial 20100UO Tn8dl Bacldill 21001000 Ocoteclmical Fabric for Ground Stabilization 21101505 TOPSOil Excavalioa and Plocemcnt 21101625 Tooaoil Furnish •d Place 6" 25000100 ISeediD& Oass I 25!00630 Erosioo Control Blanket 25200200 S-'cmeillal WllerinR 28000400 Pcrimcta" Erosioa Borrici-28000510 lllle!FJ!ters 21200200 Ylh<Fii>ric 21401000 Sl-~12"

2150400 Anicul8l.ed Block Rev.nncnt MM 3030001 l~s.borade lmDrO-t .30300112 [Aar~P~a. ovaaent12" .35)01800 Alll!"llillftiMcCounc'Typc:B6" JSSOJJOI Hot Mix AIDbllt B._., Counc 6" 3J800100 ora-3$100200 ~~-...ROI>Iir

1<40201000 Aun.-torT~A~ -40600100 Bitllminous Mlterills Prime CoM 40600300 ["-Prime COol 4060Jlll0 Hot Mix Aspllalt BiDder COIIISO JL.I9.0 NSO 40603335 Hot Mix A.ss1aa1t Surfiic:e Course Mix D NSO 42000300 Pordan4 Cement Coocrelo Pavcrient l" 4i001200 PavcjnOIIl Fabric 42001300 Protective Coot 42400800 Detectable Worn~ 44000100 Pav.,..,t Jllt.cmoval

54213675 PrecUt R~fon:cd Coaaete Flared End Sections 30" $SOA0540 Storm Sewers Class A Type 2 14" 5SOA2320 Slonn Sewots Rubber Guket Class A Type I i2" 5501,2330 St.onn Sewers Rubber Gasket Class A Time I IS" SSOA2340 $torm Sewm !tubber Gaske1 Class A Type 118" SSOA2380 Stonn Sewers Rubber Gukel Class AT~ I 30' 5SOA2400 Storm Sewers Rubber Gasket Clus A Type I 36" SSOA2S30 SIO!m Sewers Rubber Gasket Class A~ 2 IS" :Sso.US40 Storm Sewers Rubber O...kct Class A Type 2 18' UOAlS80 !storm Sewers Rubber Gosl<et Class A T~2 30" S50A2600 Storm Scwas RUbber Gasket Class A Type 2 36" S50A2780 Storm Sewers Rubber GaSket Class A TVI>C 3 30" SSOA4300 Storm Sewers Oass A Type I Equivalent Round Size 30" 56103000 DUctile Iron Wiler Main 6" 54103100 Ductile Iron Water Main 8" 56103200 Ductile Iron Water Main 10" 56105000 WMer Valves I" 56300100 Ad"uslinR Sanitary SeweR a• Dia or Less 56400500 r~_re Hydrant to be Removed 56400120 FiR:_fu_drants with Auxiliarv Valve and Valve Boxes 60107100 Pipe Underdnins a•

UNIT OUANTmES UNIT PRICE UNIT 109 24.00 UNIT 191 38.00

FT 9000 s.so EA 10 100.00 EA 10 125.00

CUYD 875 22.00 CUYD 31125 30.00 tuYD 12100 28.00 SOYD uaas 1.40 CUYD 4540 14.00 SOYD 8200 4.00 ACRE 0.1 1,200.00

_WYD 9000 1.00 UNIT 500 1.00

FT 9350 2.00 EA 110 125.00

SQYD 1327 2.00 SOYP 1026 32.00 SQYD 301 10.00 CUYD 1050 21.00 SQYD 5800 14.00 SQYD 9200 5.25 SOYD 1985 30.00 SQYD 10300 1.25

TON 430 J.O.OO TON 250 4.00

GAllON 1900 1.50 TON 2S 24.00 TON 2700 70.00 TON 1625 80.00

SQYD 2030 54.00 SOYD 2030 6.00 SQYD 2975 ].00 SQFT 560 26.00

SQYD 11900 4.25 EA I 1700.00 FT 1112 310.00 FT 37 32.00 FT 237 34.00 FT 124 40.00 FT 600 61.00 FT 1315 72.00 FT 335 36.00 FT 172 42.00 FT 1018 70.00 FT 830 90.00 FT 860 92.00 FT 641 90.00 FT 120 47.00 FT 3388 54.00 FT so 92.00 EA 8 1350.00 FT 200 25.00 EA 10 300.00 EA II 4,200.00 FT 633 20.00

FILE COPY Date: 412212014

COMPLETED WORK TOTAL 119.5 2161.00 384.2 14 599.60

7698.S 42,341.75 0 0.00 3 375.00

890,3 19586.60 3136U 940845.00

7973.9 223 269.20 856&.4 ll995.76

4540 63 ~60.00 7085.3 2~341.20

0 0.00 0 0.00 0 0.00

7681.5 15,377.00 37 4 625.00

U69.9 3139.80 1148.7 36.7$1.40

301 24 080.00 )53.2 3.217.20

704U6 98 611.24 3360.7 IH-43.61

1210 36300.00 4312.3 s 390.31

0. 0.00 0 0.00

436 654.00

0 0.00 754.2 J2 794.00 609.2 4&.736.00 2103 113 562.00 2103 12 618.00 2103 2 103.00

40 1,040.00

7499.3 31 172.03 l 1,700.00

1177 364 J70.00 0 0.00

230 7120.00 781.3 31252.00

SIJ 31 171.00 1275 91100.00 2.81 10368.00

2262 9$00.40 1397 97790.00 788 70,920.00 762 70104.00 630 56 700.00

755.4 35 503.&0 2476.6 133 736.40

1S.S 6946.00 8 10100.00

427.7 10692.50 I 2.400.00 I 33 600.00

601.5 12030.00

57 60200105 Catch Basins TVJ>C A 4' Dia Type I Frame ()pen Lid EA 47 2 000.00 49 98000.00 58 60206905 Catch Basins Type C Type I Frame Open Lid EA 2 1,250.00 0 0.00 59 60218400 Manholes Tvue A 4' Dia Tvoe I Frame Closed Lid EA 14 2,250.00 14 31 500.00 60 60221100 Manholes TYDe A 5' Dia Twe I Frame Closed Lid EA 14 2,650.00 15 39,750.00 61 60223700 Manholes Type A 6' Dia1\'Pe I Frame Open Lid EA 6 3,500.00 6 21000.00 62 60223800 Manholes Type A 6' Dia Twe I Frame Closed Lid EA 12 3,500.00 12 42,000.00 63 60224446 Manholes TYDe AT Dia 1\'Pe I Frame Closed Lid EA 2 5,000.00 2 10000.00 64 60234200 Inlets Tvt>e A TYDe I Frame ()pen Lid EA 10 1,000.00 4 4,000.00 65 60248700 Valve Vaults Type A 4' Dia Type I Frame Closed Lid EA 8 1,700.00 8 13 600.00 66 60250200 Catch Basins to be Ad'usted EA 2 200.00 0 0.00 67 60255500 Manholes to be Adjusted EA 2 200.00 4 800.00 68 60500040 Rcmovint>. Manholes EA 22 200.00 13 2,600.00 69 60500050 Removing Catch Basins EA 59 250.00 48 12,000.00 70 67100100 Mobilization LSUM I 60 000.00 I 60 000.00 71 70300240 Temporary Pavement Marlcing Line 6" FT 250 1.00 0 0.00 72 70300280 Temoorarv Pavement Markiru!. Line 24" FT 500 3.00 0 0.00 73 78000400 Thermoplastic Pavement Marking Line 6" FT 250 2.00 0 0.00 74 78000650 Tbermoolastic Pavement Markino. Line 24 • FT 500 8.00 0 0.00 75 A2000090 Tree Acer X Freemanll Annstrong EA 8 600.00 0 0.00 76 A2006524 Tree Quercus Bicolor EA 6 625.00 0 0.00 77 B2001167 T,..,;; cercis caiu.nilensis EA 10 700.00 2 1,400.00 78 B2006270 Tree Syringa RetiQJ)ata EA 7 425.00 5 2,125.00 79 C2C062G5 Shrub Rhus Tvnbina Tio.er Eves EA 87 100.00 0 0.00 80 C2000348 Shrub Aronia Arbutifo1ia EA 28 100.00 0 0.00 81 C2001548 Shrub Comus Racemosa EA 29 100.00 0 0.00 82 02001472 EvC1WOCD Junil)erlls Scopulorum EA II 325.00 0 0.00 83 02001788 Evergm:n Picea Abies EA 14 550.00 14 7,700.00 84 02002188 EverJUeen Picea Puno.ens EA 8 550.00 8 4,400.00 85 Kl005481 Shredded Bark Mulch 3" SQYD 480 6.00 0 0.00 86 X0323074 Plu2 Existino. Sanitarv Sewers EA 5 400.00 10 4 000.00 87 X0426200 Dewaterina LSUM I 85,000.00 0.9 76 500.00 88 X2520700 Sodding Special SQYD 8800 9.00 8126.9 73 142.10 89 xslJ00502 Pr=st Concrete Box Culverts 5' x 2' Soecial FT 80 350.00 80 28,000.00 90 X5401203 Pr=st Concrete Box Culverts 12' x 3' Special FT 1532 650.00 1530 994,500.00 91 X6022810 Manholes Sanitarv 4' Dia Type I Frame Closed Lid EA 24 3,300.00 12 39,600.00 92 X6022840 Manholes Sanitary T Dia Type I Frame Closed Lid EA I 6 500.00 0 0.00 93 X6026632 Valve Boxes to be Removed EA 4 100.00 3 300.00 94 X7010216 Traffic Control and Protection Special LSUM I 74000.00 0.8 59200.00 95 Z0013798 Construction Layout LSUM I 30000.00 0.8 24,000.00 96 Z0022800 Fence Removal FT 1163 3.00 1690.5 5,071.50 97 Z0057100 Sanitary Sewer 12" FT 1572 75.00 1488.5 Ill 637.50 98 NA Cast in Place End Section Culvert N o.l LSUM I 18,500.00 1 18 500.00 99 NA Chain Link Fence Special 6' FT 86 60.00 66 3,960.00 100 NA Chain Link Gates 6' x 14' Double Special EA 3 1,750.00 2 3,500.00 101 NA Class D Patches Type IV 8" Special SQYD 525 65.00 567 36,855.00 102 NA Combination Curb and Gutter Removal and Replacement FT 2000 20.00 2185.1 43,702.00 103 NA Culvert Inlet Protection LS I 2,500.00 0 0.00 104 NA Disconnect and Cap Existing Water Main EA 10 500.00 2 I 000.00 105 NA Gravel Bill! Cofferdam EA 4 1250.00 3 3,750.00 106 NA Hot Mix Asohalt Drivewi!Y Pavement Removal and Replacemen SQYD 138 45.00 0 0.00 107 NA !rriution Main 3" FT 1200 15.00 1101 16 515.00 108 NA Junction Chamber# I LSUM I 30000.00 I 30000.00 109 NA Low Profile Prairie Grass Seed Mix ACRE 1.5 5 600.00 1.5 8 400.00 110 NA Ornamental Fence 6' FT 926 85.00 1566.2 133,127.00 Ill NA Outlet Structure #I LSUM 1 32,300.00 I 32,300.00 112 NA Outlet Structure #2 LSUM I 36 500.00 I 36 500.00 113 NA Outlet Structure #3 LSUM 1 49000.00 I 49,000.00 114 NA Pine Underdrain Cleanout EA 5 150.00 5 750.00 115 NA Portland Cement Concrete Driveway Pavement Removal and R SQYD 322 44.00 298.6 13,138.40 116 NA Pressure Connection to Existina Water Main 6" EA 2 -2800.00 0 0.00 117 NA Pressure Connection to Existing Water Main 8" EA 11 3 200.00 I 3 200.00 118 NA Pressure Connection to Existimt Water Main J 0" EA 3 4,500.00 0 0.00 119 NA !Quick Coupler Valve EA 9 200.00 10 2,000.00 120 NA Sanitarv Sewer Removal and Replacement Special LSUM I 90,000.00 I 90000.00 121 NA Sanillny Sewer Service Connection EA 2 I 000.00 I 1,000.00 122 NA Sewer Removal FT 3291 5.00 1495 7,475.00 123 NA Sewer Removal and Reolacement Water Main Reauirements FT 60 45.00 26 1170.00 124 NA Sidewalk Removal and Replacement SQFT 4600 6.00 2777.6 16 665.60 125 NA Sod Removal and Disoosal SOYD 20850 2.00 19159.7 38,319.40

126 NA Stonn Sewer PVC 8" FT 185 38.00 122.83 4,667.54 127 NA Storm Sewer PVC 12" FT 2310 42.00 1861.4 78,178.80 128 NA Storm Sewer 16" Directional Bore FT 200 300.00 0 0.00 129 NA Temporary Sediment Filter Bags EA 6 500.00 2 1,000.00 130 NA Temtl0r3IV Stabilization with Straw Mulch SOYD 8340 1.10 18963 20,859.30 131 NA Temporary Stream Crossing EA 2 3,000.00 I 3,000.00 132 NA Ternoorarv Swalc FT 100 15.00 207 3,105.00 133 NA Tree Protection EA 30 100.00 0 0.00 134 NA Turf Paver Road SOYD 1130 46.00 1122 51,612.00 135 NA Water Main Removal FT 200 5.00 480.7 2,403.50 !36 NA Water Service Une Short Reconnection EA 59 1400.00 44 61 600.00 137 NA Water Serv:ice Une Long Reconnection Bored EA 58 1,950.00 41 79,950.00 138 550A5100 Stann Sewers Class A Type 2 Equivalent Round Size 30" FT 71 90.00 68 6120.00 139 A2002482 Tree Betula Nigra Herital!.e EA 9 1,250.00 0 0.00 140 NA Elastomeric lnline Check Valve 12" Dia EA 2 5,000.00 2 10,000.00 141 NA Elastomeric lnline Check Valve 16" Dia EA I 6 500.00 I 6500.00 142 NA Elastomeric lnline Check Valve 30" Dia EA I 13 850.00 1 13,850.00 143 NA Manholes '!'we A 5' Dia with Bolt Down Ud EA 3 4 500.00 3 13 500.00 144 NA Manholes Type A 6' Dia with Bolt Down Ud EA I 6000.00 I 6000.00 145 NA Selmtental Concrete Block Wall SOFT 790 41.00 790 32,390.00 146 NA Steel Casing 18" Dia FT 20 75.00 0 0.00 147 NA Tree Platanus Occidenta!is EA 7 1,250.00 0 0.00 !48 )(2800500 Inlet Protection Special EA 2 300.00 0 0.00 149 NA Combination Curb and Gutter Removal and Reolacernent Coun FT 1350 19.00 1350 25 650.00 !50 NA Sidewalk Removal and Reolacement Countrv Club Lane SOFT 6750 5.00 6750 33)50.00 COlA NA Augered Storm Sewerw/24" Steel Casing Pipe & 16" SDR LF 140 485.00 140 67,900.00 COIB NA 16" PVC OPen Cut LF 60 80.00 56 4480.00 C02 NA Abandon Manhole in Backyard Cortland Parkway EA I 300.00 I 300.00 C04 NA 48" Meter Pit w/ frame & Ud for Conccssrion Stand EA I 2,800.00 I 2 800.00 C06 NA Changeable Message Board PER DAY 17 138.00 17 2 346.00 cos NA By-Pass Pumping of Existing Storm and Sanitarv Sewer LSUM I 6,820.00 I 6,820.00 C09A NA furnish and lnstaJJ 4" SCH 40 LF 725 36.00 721.2 25 96320 C09B NA 4. Galvanized 90 EA 2 390.00 2 780.00 C09C NA 4" 45 Dearee bend EA 2 330.00 2 660.00 C09D NA Fumisb and Install 2" SCH 40 EA 325 32.00 252 8,064.00 C09E NA 2" 90 Deercc Bend EA 4 160.00 3 480.00 COIOA NA 8" UneStop EA I 6,000.00 1 6 000.00 CO lOB NA 10" Line Stop EA 2 7 500.00 2 15 000.00 COli NA HMA Surface Removal SF 15548 0.64 15548 9,950.72 C012A NA Winter Concrete Charges LSUM 1 8,012.63 1 8012.63 C012D NA Cover Concrete/Stone w/ Blanket SOFT 18000 1.50 9900.1 14,850.15 C013A NA I Prep pfBase I" SY 2417.5 2.00 2417.5 4,835.00 C013B NA Temn Asohalt I" TON 236.2 96.00 236.2 22,675.20 C014 NA 30" Ductile Storm Sewer FT 88 192.00 87.5 16,800.00 C015 NA Ornamental Gate at End of Access Road EA I 4,800.00 I 4 800.00 C016 NA Witchiia Blue Juniner 10" EA II 600.00 II 6,600.00 CO!S NA 5' Diameter Valve Vault EA I 2,300.00 I 2 300.00 C019 NA 10" Water Valve EA 2 I 800.00 2 3,600.00 C020 NA Valve Box EA I 300.00 I 300.00 C021 NA 6" PVC Storm Sewer FT 62 36.00 62 2232.00 CO-A NA Sewer Lining- Countty Club Lane LSUM I 41,304.90 I 41,304.90

Contract Amount $6,807,580.62

Total Amount of Completed Work $6,037,721.37 Less 5% of Contract Amount $345,546.77

I Amount Due $5,692 174.60 Amount Paid $5,425 853.59

I This Pavment $266.321.01

..._.,..._._ ~~~--tl ... l'lvtoa -s-c-........., ....... 5 .... , .. '-"""' .._.

• ---.nll.rltl"'-b'N-'*-. •• .tmNIIIciiiiiCI_N.....,..,_Ianh--