HomeMy WebLinkAbout1032 - Ratifying Change orders Argosy Casino Pkwy - N. SUBSTITUTE BILL NO. 2010-056 ORDINANCE NO. ��.3�
AN ORDINANCE AUTHORZING, APPROVING AND RATIFYING CHANGE ORDERS 1
THROUGH 6 TO THE AGREEMENT BY AND BETWEEN THE CITY OF RIVERSIDE AND
APAC-KANSAS, INC. FOR THE ARG�SY CASINO PARKWAY — NORTH PROJECT
RESULTING IN A REVISED CONTRACT AMOUNT OF $7,488,012.22.
WHEREAS, the City issued an Invitation to Bid for the Argosy Casino Parkway — North
Project within the City; and
WHEREAS, the bid for said project was awarded to APAC-Kansas, Inc. pursuant to
Ordinance 2009-161; and
WHEREAS, the City has previously approved Change Orders 1-5 on the Argosy Casino
Parkway — North Project in the total amount of $442,882.22 as set forth in Exhibits A, B, C, D
and E attached hereto; and
WHEREAS, the City desires to approve Change Order 6 on said project in the amount of
$453,556.39 as well address certain modifications deemed necessary and advisable to the
original construction contract provisions relating to liquidated damages, incentive payments and
delay damages in substantially the same form as set forth in Exhibit F; and
WHEREAS, the Board of Aldermen find it in the best interest of the City to authorize,
approve and ratify Change Orders 1 through 6 to the agreement with APAC-Kansas, Inc as set
forth in the attached Exhibits A, B, C, D, E and F and resulting in a total revised contract amount
not to exceed $7,488,012.22;
NOW THEREFORE, BE IT ORDAINED BY THE BOARD OF ALDERMEN OF THE
CITY OF RIVERSIDE, MISSOURI, AS FOLLOWS:
SECTION 1— APPROVAL OF CHANGE ORDERS Change Orders 1 through 6 to the
Agreement entered into by and between the City and APAC- Kansas, Inc. set forth in Exhibits A,
B, C, D, E and F in substantially the same form as attached hereto and incorporated herein by
reference resulting in a revised contract amount not to exceed $7,488,012.22 are hereby
authorized, ratified and approved.
SECTION 2— AUTHORITY TO EXECUTE The City Administrator and all other
required city officials are authorized to execute the change orders authorized herein together
with any and all documents necessary or incidental to the performance thereof and to take such
other actions and/or execute and deliver for and on behalf of the City all certificates,
instruments, agreements and other documents as may be deemed necessary or convenient to
carry out and comply with the intent of this Ordinance.
SECTION 3— SEVERABILITY CLAUSE The provisions of this ordinance are severable
and if any provision hereof is declared invalid, unconstitutional or unenforceable, such
determination shall not affect the validity of the remainder of this ordinance.
SUBSTITUTE BILL NO. 2010-056 ORDINANCE NO. ID.3 �
SECTION 4— EFFECTIVE DATE This ordinance shall be in full force and effect from
and after the date of its passage and approval.
BE IT REMEMBERED that the above was read two times by heading only, PASSED
AND APPROVED by a majority of th Board of Idermen and APPROVED by the Mayor of the
City of Riverside, Missouri, this�day of 2010.
a hleen L. Rose, Mayor
ATTEST:
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C� �
Robin Littrell, City Clerk
Appro as to Form:
h pson, City Attorney
,
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CHANGE ORDER
CNANOE QFiDEA NO.1 CI7Y: iiIVERSIDE, MISSOUAI SHEET i OF 1
COUNTY: PtATTE, MlSSOUflI M13/2010
PRWECT N0. 700336-220 DESCRIPTION AN� REASON FOR CHAh1GE:
ARGOSY CA&INO PARKWAY - NQRTH
To: APAG Kansas, Inc. Added Form Uner with Ashiar Stone Flnish to fhe MSE Wall.
Kansas City Dlvisbn Added Rock Check for Erosion Gontrol
7415 West 130th Street
Overland Park, Ksnsas fi6213
ESTiMlATE OF COST OF WORK AFFECTED BY THIS CHANOE ORDER
LtNE ITEM DESCRIPTION CURRENT REVISIO UNITS UNITS CONTRACT AMOt1NT
NO. CONTRACT UNDERRUN OVERRUN OR AGREED OF
QUANTtTY + UNfT PRICE CHANGE
9A Rock C k 0 LF 100 lF tU0 LF $ 50.73 LF 5 073.00
39A A7T Conduit Llne on BNSF Brid e 0 LS 1 LS 1 LS $ 6 291.92 LS $5 281.92
42A MSE Farm Liner 0 LS 1 LS 1 lS $ 3 150.00 LS 150.00
TOTAL THIS PAGE $13,6t4.92
ORIGINAL COI+3TRACT AMOltN7 $ 6 591 573.61 TdTAL THIS CHAtJGE ORDER $13,514.82
TOTAL OF PR£VIOUS CHANGES 0.00
TO7AL THIS CHANGE ORQER $13,514.92
CURRENT COMTRACT TOTAL $ 6,805,088.53 Note: Numbers in parenthesis () are negative values.
THE FERMS OF SETTLEM T Q TLiNEO ABOVE ARE h4EREBY AQREEO TO:
J EO
APA NSAS, ItJC. DATE
KANSAS CITV DIVISION
' � � c �'� p � �- �/-/y- �a
AP O : SHAFER KLINE & WARREN DA E APPROVED: C1TY OF RIVERSIOE DATE
ROUTINQ: APAC KANSA8, fNC., SHAfER, KLINE 6 WARREN, INC., CITY OF RIVERSIUff, MO,
SEND 7fYS REGUEST VIA IiWL, DO I�T FA7(. (Pl.EASE SEND A COPY WiTlf ACL SI(iNATURES TO BFfAFER, KLINH 3 WAAAEN, INC.,11260 CORPOAATE AVENUE LEllEXA, KS
66219 FOR RECORQS)
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1�SeSro�lNO}c'aV001163iP�01� �����W O�dY�70W36 71U C01.i0s
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CHANGE ORDER
CHANGE ORDER iJO. 2 GITY: RIVERSIDE, MISSQURI SHEET t�F 1`��_ �
" COUN7Y: PLATTE, MISSOUR! 4/30(2010 ��
PROJECT NO. 700336•220 DESCRIPTEOtJ AND REASON �OR GHANGE: �
ARGOSY CASINO PARKWAY - AlORTH �
To: APAG Kansas, Inc. Add'Rional Excavation and Type 5 Aggregate needed for Shear Key.
Kansas Clty Division
7415 West 130th Street
Overland ParEc, Kansas 66213
ESTIMATE OF COST OF WORK AFFECTED BY THIS CFIANGE ORDER
LINE ITEM DESCRiPTiON CURAENT REVISION UNlTS UNITS CONTRACT AMOUNT
NO. CONTRACT UNDERRUN OVERRUN OR AGFIEED OF
4UANTITY (-) (+) UNIT PRICE CHANGE
8A Shear Ke Excavation 0 CY 3432 GY 3432 CY $5.775 CY $19,819.80
19A Additional Type S Aggregate for 0 SY 130 SY ` 130 SY $ 125.00 SY $16,250.00
Shear Ke
i98 Additional Type 5 Aggregate for i:t 0 CY 1708 _ CY 1708 CY $ 45.25 CY � $77,287.00
Shear Ke
' TOTAL TWS PAGE $113,356.80
ORIGINAL GONTRACT AMOUNT $ 6,591,573.61 TOTALTHIS CHANQE ORDER $113,356.80
TOTAL QF PREVIQUS CHANG�S $13,514.92
TOTAL THlS CHANGE ORDER $ 113,356.80
CURAENT CONTRACT 70TAL $ 6,718,445.33 No1e: Numbers in parenthesis (} are negative values.
7HE TERMS aF SETTLEM N7 OUTLINEfJ ABOVE ARE HEREBY AGREED TO:
' , ..
OS a zo O �
P C KANSAS, INC. GP DA"tE -"
KANSAS CITY OIViSION • •
APPROVED: SHAFER KLINE 8 WARREN DATE APPROVED: C1TY OF RIVERSIDE DATE
ROUFINQ: APAC KANSAS, INC., SHAFER, KLINE & WARFEN, INC., CITY OF RtVEHSIDE, MO,
SEND THIS REOUEST VW MAIL, DO NOT FAX. (PLEASE SEND A COPY WITH ALL SIGNATURES TQ SHAFER, KLINE 3 WARHEIJ, INC.,11250 CORPORATE AVENUE LENFJ(A, KS
65219 FOR RECQRDS)
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i302010
Ulo-pro�ec�Pro}n:IS170033631o1_P��acf Mana,�urrenllCtwqe OrdOr1700376�910 CO2Jb
CHANGE �RDER
CHANGE ORDER NO. 3 CITY: RIVERSIDE, MISSOURI SHEET 1 OF 1
COUNTY: PLATTE, MISSOURI 6/25/2010
PROJECT N�. 700336-220 DESCRlPTION AND REASON FOR CHANGE:
ARGOSY CASINO PARKWAY - NORTH
To: APAC Kansas, Inc. 1 A- Additionai item needod, due to the 15 foot shiR in the roadway.
Kansas City Division 16A, 42B, 42C & 42D - Additional items required (found during construcGon}.
7415 West 130th Streef 90 & 90A - Access Road to expedite the utiifty relocations during the wet weather.
Overland Park, Kansas &62i3 91 - Removal and Capping of the Chevron Pipeline due to tho conflict with the MSE Wall.
ES7IMATE OF COST OF WORK AFFECTED BY TH1S CHANGE ORDER
LINE ITEM DESCRIP7I�N CURRENT REVISION UNI7S UNITS CONTRACT AMOUNT
NO. CONTRACT UNDERRUN OVERRUN OR AGREED OF
QUANTITY (-} (+) UNIT PRICE CHANGE
1A Additional Surveying Required For a LS 1 LS 1 LS $1,750.Q00 LS $1,750.00
Roadwa Re-ali nment
16A 11.5° Pavement Reinforcing Steel Tfe 0 SY 15,735 SY 15,735 SY $0.350 SY $5,50725
Bars
426 T e"A" Gutter behind MSE Wall 0 LF 330 LF 330 LF � $66.000 LF $21,7&0.00
42C Gutter infet Behind MSE Wall 0 EA i EA 1 EA $3,846.150 ER $3,846.15
42D 8tl PVG Drainage Pipe Behind MSE 0 LS 1 LS 1 LS $2,921.6fi0 LS $2,821.66
Wall
90 Access Road for Utilf Cantractors 0 LF 470 LF 470 LF $20.370 LF $9,573.90
90A Removal of Access Road for Utility 0 LF 470 LF 470 LF $11.230 LF $5,278.i0
Contractors
91 �emoval and Capping of Chevron 0 LS 1 LS 1 LS $2,377.000 LS $2,377.00
Pipeiine Conflictin with MSE Wall
TOTAL THIS PAGE $53,034.06
ORiGINAL CONTRACT AMOUNT $ 6,591,573.6t TOTAL THIS CHANGE ORDER $53,034.06
TOTAL QF PREVIOUS CHANGES $126,871.72
TOTAI THIS CNANGE ORDER $ 53,034.06
CURRENT CONTRACT TOTAL $ 6,771,479.39 Note: IVumbers in parenthesis () are negative values.
THE RMS OF S EM NT OUTLIfVED ABOVE ARE HEREBY AGREEO TO:
� '! ' �� l�V
° APAC KANSAS, lNC. DATE
KANSAS CITY DIVISION
t`lCAJ7W e.s �'��� (of 30 f �0 • V"+�' � D'J�+ ' lD
APPROVED: SHAFER KLINE & WARFtEN DA7E APPROVED: CITY OF RIVEFiS1aE DATE
ROUTING: APAC KANSAS, INC., ShIAFER, KLINE 8 WARREN, INC., CITY OF RIVERSIDE, MO,
SEND THlS RE�UEST VIA MAIL, DO NOT FAX. (PLEASE SENU A COPY WITH ALL SIGNATURES TO SHAFER, KLINE & WARREN, INC., 11250 CORPORATE AVENUE LENEXA,
KS 66219 FOA RECORDS)
s�zertoio
C:�DOCUments arM SeltlnasuoromanaaL.crai G�nnnatrwmnrvarv Ima,ne� crnani rl��Mau.�in rnv ro� M:
CHANQE ORbER
CtfANQE ORDER NO. 4 CITY: RfVERSIDE, MISSOURI SHEET t OF 1
COUNTY: PLAT7E, MISSQURI 7/16/2D10
PROJECT NO. 70033fi-220 DESCRIPTION AND HEASON FOR CHANOE:
ARGOSY CASINO PAAKWAY - NOR7H 18• Additional item needed to monitor ths embankment settlement.
To: APAC Kansaa, Ina 7A- Additionai item naeded io monitor the embankment settlement.
Kansas Clty Oivision 55- Due to the 15 faot shift In the roadway, increase atrength raquired of Bent 2.
7415 Wast 130th Street 56A• Oue to the 15 foot shift In the rosdway, Inorease strengih required of Benf 2 Cap.
Overland Park, Kansae 682i3
ESTi TE OF COST OF WORK AFFECTE� BY THIS CHANQE ORDER
LWE ITEM DESCRiPTiON CURRENT REViS ON UNITS UNITS C�NTRACT AMOUNT
NO. CONTflACT UNDERRUN OVERRUN OR AGREED OF
�UANTtTY + UNiT PAICE CHANGE
18 Monitorin o Setf emant Plates 0 EA 12 EA 12 EA 250.000 EA 3 000,00
7A Embankment Seftiement Ptates 0 EA 6 EA e EA $970.880 EA 5 824.08
55 He nfo►cfn Steet B es 60280 LBS 69 604 L8S 3 324 LBS 0.820 LBS 2 725.68
58A A tlonat Post -Tensionl 0 LS S LS 1 LS 19 740.820 LS ]8 740.82
TOTAL THIS PAGE $3t,290.58
ORIGINAL CONTAACT AMOUNT $ 6,591,573.61 TOTAITHlS CHANGE ORDER $31,28Q.58
T�TAL OF PREVlOU3 CHANGES $179,805.78
TOTAL THIS CHANGE ORDER $ 31,290.58
CURRENT CONTRACT TOTAL $ 6,802,769.87 Note: Numbers in perenthesls () are negalive velues.
THE T R OF SE EM 7 OUTLINEO ABOVE ARE HEREBY AQREED TO:
. C3
APAC KA SAS, INC. DATE
KANSAS CITY DIVISION
��d.,,T 1� . (�U,�'� 7�ZO/2ab �l�C� tfi�""'� �-lr/-`4
APPRO�IED: SHAFER tINE & WARREN dATE APPROYE�: CI'fY OP RfVERSIDE DATE
ROUTiN(i: APAC KAN3AS, INC., SHAFER, KLIME 6 WARREN, INC., CITY OF RlVEHSIDE, MO,
BENQ TMlS AEQIJEST YIA MAII, DO NOT FAX. (PLEA8E SENQ A COPY WfiH ALlBKiNATURE8 TO BMAFEA, KLINE R WARREN,INC„ 192d0 COAPORA'fE AYENUE
LBNE%A, K8 86218 FOq RECURDS)
, , Sheet 1 of 2
8/27/2010
` CHANGE ORDER
GHANGE ORDER NO. 5 CITY: RIVERSlDE, MISSOURf
COUNTY: PLATTE, M15SOURI
PROJECT NO. 700336-220 DESCRIPTION AND REAS�N FOR CHANGE:
ARGOSY CASINO PARKWAY - NORTN 8A Due to the 15 foot shift in the roadway a small block wall was required to keep fill off the
Magellan Pipeline.
To: APAC Kansas, Inc. 196 Due to the 15 foot shift in the roadway a smali block wall was required to keep fill off the
Kansas City Divisfon Magellan Pipeline.
P.O. Box 2391D 338 A 4" AT&T conduit was required across the Wes# Parking Lot Entrance to accommodate a
7415 West 130th Street new AT&T line along the west side of Argosy Casino Parkway - North.
Overland Park, Kansas 66213 92 Due to the 15 toot shift in the roadway a small block wall was required to keep fiii off the
Magellan Pipeiine.
93 Due to the 15 foot shift in the roadway a smali bfock wall was required to keep flll off the
Magellan Pipeline.
94 Due to the e�sting West Parlc'tng Lot being built on large 4" clean aggregate, a geofabric
was required to keep the fill from settling away.
95 An agreemeni required by Missouri American Water
ESTfMATE OF COST OF WORK AFFECTED BY THlS CHANGE ORDER
LINE 1TEM DESCRIPTION CURRENT REVIS[ON UNITS UIVITS CONTRACT AMOtJNT
NO. CONTRACT UNDERRUN OVERRUN OR AGREED OF
QUANTITY + UNIT PftICE CHANGE
8A Sfiear Ke Excavation 3432 CY 5969 CY 2,537 CY $5.775 CY $14 651.18
19B Additional 7ype 5 Agg. for Shear CY �:, 553 CY .$45.250 CY $25,023.25
Key 1706 CY 2261
39B 4" AT&T Road Crossing Conduit 0 LF 70 LF 70 LF $14.070 LF $984.90
92 IVorih Sma11 Biock Wall 0 LS 1 LS 1 LS $115,339.810 tS $115 339.81
93 Granular Backfiti for Smali Block 0 Ton 3,50U Ton 3,500 Ton $15.960 Ton $55,860.Q0 :
Wall �
94 Geo Fabric West Parkin Lot 0 SY 2,000 SY 2 000 SY $4.480 SY $8 960.00
95 w�ter Line Casing for Missouri 0 LS 1 LS 1 LS $10,8fi6.720 LS $10,866.72
American Water
TOTAI TNfS PAGE $231,685.86
ORIGINAL CONTRACT AMOUNT $ 5,591,573.61 TOTAL THIS CHANGE ORDER $231,685.86
TOTAL OF PREVIOUS CHANGES $ 211,196.36
TOTAL TIiIS CHANGE ORDER $ 231,685.86
CURRENT CONTRACT TOTAL $ 7,034,455.83 Note: Numbers in parenthesis () are negative values.
Sheet 2 of 2
8/27/2010
THE T RMS OF SE EMENT OUTI.INED ABOVE ARE HEREBY AGREED TO:
8 3/ zo
APAC KANSAS, I C. DATE
KANSAS ClTY bIVISION
��� 1�. �'4s.rn�.,� 8/ 3 a zo�o �� Gu�- y- l l0
APPROVED: SHAFER KLINE & WARREN DA APPROVED: CITY OF RIVERSIDE DATE
ROUTING: APAC KANSAS, INC., SHAFER, KLINE 8 WARREN, INC., CITY OF RIVEitSIDE, MO,
SfND 7HI8 REQUE5T ViA MAfI, DO NOT FAX. (PLEA5E SEND A COPY WITH ALL SIGNATURES 70 S!{AFER, KtINE $ WARREN, INC., 1'1260 CORPORATE AVENUE
LENEXA, KS 66Z19 FOR RECORDS)
.
Fence V 8323 LF $ 1.56 $ 12,983.8A 8323 LF $ 1.56 $
Protection 10 EA $ 115.00 $ 1,150.00 10 EA $ 115,00 $
cks 15 EA $ 115.00 S 1,725 p0 15 EA $ 115.00 $
Basins 8 EA $ 1,600.OD $ 12,800OD 8 EA $ 1,600.0� $
pe II Curb Inlet (5'x3') 6 EA $ 2,700,00 $ 16,200.D0 6 EA $ 2 ,�oa.00 $
Section (18") 7 EA $ 700 OD $ 4,900.00 7 EA $ 700.00 $
d Cancrete Pipe (18") 489 LF $ 34.00 $ 1fi,626.00 489 LF $ 34,D0 $
-01 Asphalt Concrete Suriace 2390 SY $ 55.00 $
land Cement Concrefe Pavement 14450 SY $ 54.00 $ 780,3U0.00 14450 SY $ 54.00 $
i Stabilization Subgrade 16fS00 SY � 7.40 $ 12A,320.00 16800 SY S 7.40 $
Aggregate 24.5 SY $ 15.00 $ 367.50 24.5 SY � 15.00 $
�gregate (9'-0" Minimum Depth) 445 SY $ 125.00 $ 55,625 00 445 SY $ 125.00 $
te 5idewalk 4343 SY $ 26.50 $ 115,089.50 4343 SY $ 26.50 $
walk Insert 11 EA $ 315.00 $ 3,465 OD 5 EA $ 315.00 �
1 Curb and Gutter 8q00 LF $ 14.05 5 112,400.00 8134 Lf $ 14.05 $
�l (Concrete) 4 EA $ 2,000.00 S 8,000.00 4 EA $ 2,000.00 $
1a AC $ 1,050.00 $ 10,500.00 10 AC $ 1,050.00 $
ig for Culvert OuUets 45 CY $ 60.Op $ 2,70p.00 45 CY $ 60 00 $
t2L-1 Sign 101 SF $ 18 00 $ 1,818.00 $
i Square Steel Tube Posl, 2", 12 GA 130 LF $ 8.00 $ 1,040.00 130 LF $ 8.00 $
3re Steel Tube Posl Anchor Sleeve, 2.5", 12 GA 46 LF $ 12.00 $ 552.00 46 LF $ 12.00 $
1 Square Steel Tube Posl, 2.5', 12 GA 10 LF $ 20.00 $ 200.00 10 LF $ 20.00 $
are Steel TuBe Post Mchor Sleeve, 3", 12 GA 4 LF $ 25.00 $ 100.00 4 LF $ 25.00 $
vemenl Marking, fi" White 323 LF S 1.00 $ 323.00 423 LF $ 1.00 $
vement Marking, 24" White 695 LF S 7.50 $ 5,212.50 614 LF $ 7.50 $
vement Marking, 4" Yellow 10440 LF $ 0.70 $ 7,308.00 11103 LF $ 030 $
vement Marking, 18' Yellow 286 LF $ 5.D0 $ 1,430.00 328 LF $ 5.00 $
1 Marking Symbol (Left Arrow) 7 EA $ 325.00 $ 325.00 3 EA $ 325.00 $
1 Marking Symbol (Right Arcow) 1 EA $ 325.00 3 325.U0 $
f Marking Symbol (Le(UThru Arrow) 2 EA $ 650.00 $ 1,300.00 2 EA $ 650.00 $
f Marking Symbol (RighUThru Arrow) 2 EA $ 650.00 $ 1,300.00 2 EA $ 650.00 $
)" Rigid Conduit) 1977 LF $ 6,53 $ 1?,909.81 1991 LF $ 6.53 $
and Masonry Protection Syslem 1 LS $ 8.458.00 $ 8,458.00 1 LS $ 8,458.00 $
Graffti Protection System 1 LS $ 6,349.00 $ 6,349.00 1 LS $ 6,349,00 $
9110 SF $ 53.00 $ 482,830.D0 9110 SF $ 53.00 $
:k Wall 1 LS $ 4,242.42 $ 4,242A2 1 LS $ 4,242.42 $
ate Slope Protection with Type 3 Geotextile 314 SY $ 25.00 $ 7,850.00 314 SY $ 25.00 $
Filler Concrete 3 CY $ 900.D0 $ 2,700.00 3 CY $ 900.00 $
y Shoring 1 LS $ 100,000.00 $ 100,000.00 1 LS $ 100,000.00 $
n Fence (10'-0") (ShucWres) 814 LF $ 225.00 $ 183,150.00 814 LF $ 225.00 $
Steel Piles (14 in.) 4005 LF $ 50.00 $ 200,250.00 4005 LF $ 50.00 $
for Piling 528 LF $ 75.00 $ 39,600.00 528 LF $ 75.00 S
Concrete (Bent No. 2 Cap) 186 CY $ 425.00 $ %9,050.U0 186 CY $ 425,00 $
oncrete (Subslructure) 61 CY $ 450.00 $ 27,450 00 61 CY $ 450.00 $
Concrete (Bent No. 2 Column and Footing) 151 CY $ 270.00 $ A0,7/0.00 151 CY $ 270.00 $
teel 1976 SY $ 245.00 $ 404,120.00 1976 SY $ 245.00 $
rrier Curb 841 LF $ 65.00 $ 54,665.00 847 LF $ 65.00 $
ig Steel {Bridges) 60280 I_BS $ 0.82 � 49,429,60 60280 LBS $ 0.82 $
�ioning 1 LS $ 5D,000.00 5 50,000.00 1 LS $ 50,0�0.00 $
i Slructural Low Alloy Steel (Plate Girder) A709, Grade 50W 985346 I..BS $ 1,00 $ 965,346.00 985346 L8S $ 1.00 $
prene Bearing Pad 12 EA $ 1,025.00 $ 12,300.00 12 EA $ 1,025.00 $
�9 6 EA $ 5,500.00 $ 33,000.00 6 EA $ 5,50D.00 $
Kcavation 2G8 CY $ 55,00 $ 14,740.00 100 CY $ 55.00 $
proach Slab (Bridge) 1'71 SY $ 290,00 $ 49,590.D0 171 SY $ 290.OD $
ystem on Structure 1 L$ � 4,900.00 $ 4,900.00 1 LS $ 4,900.00 $
y Coating - Concrete Bents and Piers (Weathering Steeq 1 LS $ 9,000.00 $ 9,000.00 1 LS $ 9,000.00 $
rain at End Bents 2 FA $ 1,200.00 $ 2,400.00 2 EA $ 1,200.00 $
Reinforcement 42 EA $ 130.00 $ 5,460.00 42 EA $ 130.00 $
d Metal Pipe Pile Spacers 10 EA $ 375.00 $ 3,750.00 10 EA $ 375.00 $
�ile Testing A2 EA $ 530.00 $ 22,260,00 42 EA $ 530.00 $
199 LF $ 60.00 $ 11,9A0,00 199 LF $ 60.00 $
� Vibrations 1 LS $ 6,500.00 $ 6,500.00 1 LS $ 6,500 00 $
Kcavation 141 CY $ 58.00 $ 8,178.OD 141 CY $ 58.00 $
xcavation 114 CY $ 115.00 $ 13,110 Op 114 CY $ U5.00 $
'_.,Rd.., 5'MY°iqiuuvui+w�ypcm �,.. w - � �.n w ��v�ai�.�v W
� $
TOTALBID: $ 6,591,573.61 BID+C0�16 ; �
dder #1 �
$ 13,514,92
�rder #2
$ 113,356.80
�rder#3 $ 53,034.�fi
�rder #4
irder#5 $ 31,290.58
$ 231,685.86
;01-0O5
$ 442,882.22
;ontradAmountFollowingCO#5 $ 7,034,455,83
�rder #6
$ 443,556.39
ised Contract Amounl Following CO#6 $ 7,478,012.22