HomeMy WebLinkAbout13. 15-495NOVEMBER 24, 2015 15-495 RESOLUTION
(CARRIED__7-0_____ LOST _______ LAID OVER _______ WITHDRAWN _______)
PURPOSE: APPROVE CHANGE ORDER NO. 2 FOR PUBLIC WORKS
CONTRACT 15-07 WITH PTS CONTRACTORS, INC. (+$55,771.38)
INITIATED BY: DEPARTMENT OF PUBLIC WORKS
BE IT RESOLVED by the Common Council of the City of Oshkosh that the following
Change Order, a copy of which is attached, is hereby approved:
PTS CONTRACTORS, INC.
4075 Eaton Road
Green Bay, WI 54311
Net Increase to contract: $55,771.38
PURPOSE: See attached Change Order.
BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated
from:
Acct. No. 315-0410-7480-00000 Street Improvement Fund Expenditures
317-0410-7480-03302 Special Assessments Fund – Sewer
317-0410-7480-03303 Special Assessments Fund – Water
317-0410-7480-03305 Special Assessments Fund – Storm Water
541-1810-1799-00000 Water Utility Construction in Progress
541-1867-6401-08673 Water Utility – Maintenance of Mains
551-1910-1799-00000 Sewer Utility - Construction in Progress
561-2010-1799-00000 Storm Water Utility Construction in Progress
�
O HKOlH
ON THE WATER
MEMORANDUM
TO: Honorable Mayor and Members of the Common Council
FROM: Steven M. Gohde, Assistant Director of Public Workss"' 1
DATE: November 19, 2015
RE: Change Order No. 2 for Public Works Contract No. 15-07
Utility Repairs and Installation / Various Locations
PTS Contractors, Inc. (+$55,771.38)
BACKGROUND
Change Order No. 2 for Contract 15-07 is scheduled for consideration by the Common Council at the November
24, 2015 meeting. The contract was originally awarded to PTS Contractors, Inc. in June of 2015 and Change
Order No. 1 was approved in September of 2015. This change order is for final quantities and additional services
provided.
ANALYSIS
Following is a summary of the significant changes to each section of the CIP:
• Streets/Sidewalk — Additional costs associated with work done for Wisconsin Public Services (WPS)
within the project limits.
• Storm Sewer — Additional costs associated with the removal of contaminated soils and warranty
televising of outfalls.
• Water Main — Additional costs associated with a longer bore under Sawyer Creek and a 6" water main
on Fairlawn and South Park.
FISCAL IMPACT
Contract Section Chan e Order Amount New Contract Total CIP Bud et Amount
Streets/Sidewalk $10,298.20 $10,298.20 '`*see below
Storm Sewer $109,218.58 $328,724.61 $327,355.92
Sanita Sewer -$87,041.97 $1,192,573.27 $1,402,475.00
Water Main $29,327.55 $321,146.66 $321,146.66
Water Utilit Operatin -$6,030.98 $17,041.52 $25,842.00
Total $55,771.38 $1,869,784.26 $2,076,819.58
Adequate funds are available in the relating sections of the 2015 Capital Improvement Budget from other
projects being under budget. Specifically, $121,355.89 of storm sewer funding and $41,946.66 of water main
funding will be transferred from the available CIP budgets of Contract 15-04. *"WPS will be billed for the
$10,253.94 for the street work and $1,368.72 for storm sewer work..
RECOMMENDATIONS
I recommend approval of Change Order No. 2 to Contact No. 15-07 in the amount of +$55,771.38 to PTS
Contractors, Inc.
Approved:
� -����-
�
Mark A. Rohloff
City Manager
SMG/tlt
C\Engineering�2015 CONTRACTS\15-07 Misc Sewer Relays\Project_Information\Correspondence\Memo\15-07 Memo for CO #2_11-19-15.docx
TO: PT5 CONTRACTORS, INC.
4075 EATON ROAD
GREEN BRY, Wf 54311
CNANGE ORC3ER #2 (FINA�)
DATE; NOVEMBER 11, 2Q15
Yaur present contracf wi#h the Ciiy of Oshkosh, Contract No. 15-07, aa�arded June 23, 2015, is hereby
amended and cf�anged as follows:
NET DECREASE i0:
NET iNCREAS� TQ:
NET DECREASE TO:
NET fNCREASE TO:
SECT(ON I - PAVING
SECTIO�1 11 - STORM S�WER
SECTION I11 - SANITARY SEWER
SEGTION IV - WATER MAIN
NET INCREASE TQ CdNTRACT
(�v1 �,846.93)
$74,540.23
($27, 511.94}
$19,580.02
$55,771.38
S�CTIdN I S�CT10N fl SECTION II! 5ECTION 1V
(PAVIiJG} {STORMj (SA�l1TARl') (WATER) TOTALS
BID TOTAL $8�0,614.40 $163,802.32 $796,881.50 $281,077.25 $1,762,375.07
CO #1 $4,75fl.00 $8,678.51 $25,955.54 �12,253.76 $51,637.61
PREVIOUS CONTRACT TQTAL $6Db,364.00 $172,480.83 $742,837.04 $293,331.09 $1,814,012.88
CO #2 ($10,846.93) $74,540.23 ($27,511,94) $99,590.02 $55,771.38 '
CONTRACT T�TAL ' $59�t,517.07 $2q7,021.06 $7'15,325,10 $3'(2,921.Q3 $1,869,78A.26
;-.. ,u-�.-.
Director of Publie Works
C1TY OF OSHKOSH
BY:
City Manager
City Cierk
Approved and accepted:
� ��A.t.h.-„ C.� ��..i�.r....'
Contractor
I certify that provision has been made to pay the liabilify that wi(1 accrue to the City of Oshkosh, Wisconsin,
under the wi#hin Change Order.
Approved as to form;
City Atforney
Cnmptroiler
GON7RAC715-07 CHANGE ORDER #2 {F'INAL}
SECTION I - PAVING
lTEM pESCRfP71pN Uh77 CONiRACT lNSTAtLBD NE7 NET UNJT /NCREASElN DECRF1tSE1N
NUMBER QUANTltY QUAN17r�ES INCItEAS� OECFtE'AS�' PR1GE CONIKAC?"YR10E CONTtLiCTPRtCE
Remov)ng pavemeni, Square � ' '
1100 com lete as s eciFied Yards 1,200.OQ 1 341.40 141.40 $4.10 $579.74
Removing concrete and ~
asphait sidewalk and
driveway, compiete as Square
1120 s ecified Feet 6,-025.OR 6,330.90 505.90 51.25 $632.38
Unclassified excavakion, Cubic
1200 com lete as s ecifled Yards 1,100.00 24A.80 -855.40 $16.40 $14,028.56
7" concrele pavement
rernoval and repiacement;
including sawing; pavement
iies; integrai curb and
grading; excavating; 6"
CABC; tarracing; and traific
controi; complete as Square
1308 s ecified Yards 5,275.00 4 259.50 -1,015.5Q 560.85 (561,793.�
8" concrefe pavement
removal and replacement;
including sawing; pavement
ties; integrai curb and
grading; excavaling; 6"
CABC; ierracing; and traffic
confrol; compiete as Square
1318 specified Yards 80�.00 A77.Bd -322.A0 372.75 $23,Q54.60
8" concrete pavement HES
removal and replacernent;
including sa�ving; pavement
ties; integral curb and
g�ading; excavaiing; 6"
CABC; terracing; and traffic
control; complete as Square
1319 s ecifiad Yards 180.00 64,40 -915.60 575.80 58 762.48
Adjust manhofas and lnlets,
1360 com lete as s ecified Each 28.Ob 40.40 12.40 �436.00 �5,232.00
Turf restorAllon, compiete as Syuare
i370 s ecified Yards 2,200.00 7,4fi'!.&0 5,251.60 $9.25 �48,577.30
12° radius cur6 with 6" CABC
and grading, compteie as Linear
141p s ecified Feet 65.Q0 199.20 13A.2D 514.35 �1825.17
4° concrete sldewalk wlth 3°
CABC and grading, complete Square
1500 as s ecified Feet 3,92&.00 3 405.70 -519.30 54.15 $2,155.10
6' concreta sidewalk!
drivewaylramp with 3' CABC
and grading, complete as Square
1510 s eclfied Fec�i 1,5p0.40 2,i65.30 665.30 $4.65 �3,093.65
Curb ramp detaciabie
warning (ield (naturaUnon-
painted), complate as Square
1540 s ecifEed Feet 66A0 72.D0 6.00 �27.65 5165.90
No. A reintarcing rods -
deformed, epoxy-coated, Linear
1550 com lata as s ecified Feei 1,400.00 1,272.d0 -128.40 $1,15 $141.20
Drilled No. 4 sidewalk tie bars
-- deformed, epoary-coated,
1560 com lete as s ecified Each 218.00 189.0� -29.OQ $4.70 $136.30
Sawing exisfing pavc+ment, I.inear
1700 com lete as s ecified Feet 3,8A0.00 3,548.90 -291.10 $2.05 $586.76
TaCk Coat, complele as
1900 s ecified Galions 95.00 0.00 -95.00 $5.d5 �,479.75
Page 1 0( 9
CONTRACT 15-07 CNANGE QRDER #2 {FiNAt)
1TEM pPSCRIP770N UNlT �ONTRAC7 !A}5TALL�D NE7 NET UNJ7 lNCREASE /N pECREASE fN
NUMBER QUAN717Y QUANTl71ES /NCRBISE OECREASE PR10E CONTRACT PRlCE CQNTRACT PRlCF.
5" asphalUc pavemen! with
10" CABC and grading, Square
1905 com iete as s eciiied Ya�ds 2p0.00 52,60 -147.�i0 $49.20 �7,252.08
4" asphaltic pavement with
10" CABG and grading; Square
1906 corn lete as s aciiied Yards 2,975.OQ 3,491.90 516.90 �30.9Q g'f5 972.21
4" asphaltic surface with 6"
CABG and gtading, compieie Square
1916 as s ecii+ed Yards 135.d0 166.30 33.30 533.05 $i,100.57
Prepare founcialion for
asphaltic paving; complete as Lump
1960 s ecifled Sum 1.00 1.00 �1,OOO.QO
SEGTtON t-{BID IT�MS 410Q-1980} - SUBTOTAL 577,219.62 {�118,806,01}
SECTION I- ADDITi4NAl WORK R£QUIRED; CO �11
�T�� DESCRIP7fON UN17' CON7RAC7 (NSTALLED NE1" NET UN17 lNCREt1SElN DECf2EASE W
NUMBER QUANTlTY QUfiN7fitES 1NCREASE DECREASE PRICE CONTRACTPRICE CON7WiCiPRIC�
1010 Clearing, complete as
s ecified Staiions 5.00 5.00 $290.00
1011 Clearing, complete as Inch
s ecitiad Diameter 10.00 10.00 $185.00
1020 Grubbing, complefe as
s eCified Stations 5.60 5.00 �290.00
SECTI4N 1- (ADDITIONAI WORK REQUIRED: Cp #1 iTEMS 101 D-1620) • SUBTOTAt $0.00 $0.00
SECTIQN I- ADDITIONAL WORK REQUIi2ED: CQ #2
l7EM DESCRJP710N U�JI7 CON(RACT 1NSTAGtEp NET NEr UNIr lNCR�ASE/N DECREASElN
NUMBPR QUANTITY QUANTlT1FS INCREASE D�CREASF. PRtC� CONiRAGTPRtCE CON7RAC7PR/CE
1309 7" concrete pavemenl HES
removal and reptacement;
Including sawing; pavement
ties; integraf curb and
grading; excavaling; 6"
CABC; terracing; and traffic
conlrol; complete as Square
s ecified Yards 0.00 160.1ti 160.10 $88,25 $90 926.83
10000 Pariial depth sawing; Linear
com leie as s ecified Feet Q.00 228.50 22fi.50 $2.89 $&54.59
10001 9" concrete pavement HES
with 1-1/A" dowels; compiete Square
as s ecified Yards 0.00 219.14 219.10 �80.85 517,714.24
10002 2" 7emporary Asphait Square
Suriace Yards 0.04 65.90 65.90 $21.00 51383.90
SECTION !-(ADDITIONAL WORK REQUIREO: CO #2 ITEMS 1309-10001j • SUBTOTAL a30,679.66 �0.00
NET DECREASE TO: SEC7tOF! 1 {$10,846.83)
SHCTIdN il - STORM SEWER
fTEM DESCRlPT(ON UNlT CONTRACT fNSfA�.iFD NC:T NET UNli lNGRL'ASElN DECREflSE1tJ
NUMBER QUAN717Y QUAN7771ES 1NCREASP DECREASE PRtCP CONTRACTPRlCE CONTRACTPRICE
Storm sewer ulility line
opening, complete as
2Q14 s eclfied [ach 2.00 1.04 -1.00 �0.01 $0.01
Furnish and install 60" storm l.insar
2102 sewer; complete as s ecifled Feet 426.00 416.40 •8.60 $2A1.OQ $2,072.60
nage 2 or a
CONTRAGT 15-07 CHANGE ORDER #2 (FINAL}
17EM DESCRtPT10N UNIT CONTRAC7' /NS7ALLE'0 NE7 NET UNtT tNCREASEIN DECREASE7N
NUMBER QUANTtTY QUANT/TlES 1NCREASE DEqREASE PR/CE CONTRACiPRtCE COM"RAC7PR/CE
Fumish and i�stall8" storm �
sewer Iateral, complete as linear
2280 s acified Faet 165.60 148.00 -'16.00 $76,65 �1,226.40
Furnish and install storm
sewer marker bails, complete
2284 as s ecified Each 8.00 8A0 $45A0
�urnish and instail storm
sewer clay dams, camplete
2286 as s ecified [ach 4.00 4.00 �86.00
FurNsh and insiail storm
sewer laferal inlet, compiete
2288 as s ecified Each 4.00 0.00 -4.00 a372,00 $1,488.00
Furnish and insla�l 66" RCP
Class III epron endwall witt�
jaint ties; complefe as
2322 s ecilied Each 1.00 1.00 �3 5i5.00
Furnish and insfall standard
storm sewer ma�hole (7' x 7' Vertical
2550 box ; com lele as s ecified Feei 7.55 7.34 -0.21 $1,100.00 $231.00
Furnish and instali standard
storm sowar iniot ma�hole (7'
x 7' box}; complete as Vertical
2574 s ocified Feet 8.15 7.51 -0.64 y1,115.00 $713.80
Connect to existing storm
sewer main, complete as
2800 s ecified Each 2.00 0.00 -2.On $1,720.00 $3 440.00
Abandon 15" and larger
storm sawer, complets as Linear
2822 s ecified Feet 'l30.00 i30,00 $37.00
Furnlsh, fnstall, malnkain, and
remove Type D modified inlet
protectlon, complete as
2858 s ecified �ach 77.00 9i.0a 14.OQ $82.00 $1,148.04
Sediment removal - Type P
modified inlet protection,
2860 com lete as s ecifiad �ach 77.00 2,�0 -75.00 �5.15 �396.25
Furnish, install, maintain, and
remove stone iracking pad,
2862 com iote as s ecified Each 3.00 1.00 -2.00 $465.00 5930.�0
Furnish; insfall; maintain; and
remove sllt fence; complete Linear
2864 as s ecified Feel 40.00 0.00 -40.00 $3.10 $124,00
Furnish, install, maintain, and
remove stona bag, compiete
2866 as s ecitied Each 9.OQ 15.00 14.00 517.00 $238.00
Furnish, instalE, ma'rntain, and
remove 12" diameter
sediment logs, complete as Linear
2868 s ecified Feat 20.00 90.00 70.00 �11.00 $770.00
Furnish; tnstall; maintain; and
remove turbidity barrfar;
2876 com late as s ecified Each 1.00 1.00 $4,866.00
Furnish and instail topsoil 6" quare
2900 de th� com lete as s ecified Yards 75.00 169.Q0 94.00 $7.00 $658.00
Furnish and install iurt grass; Square
2920 �mpiete as speolRsd Yards 75.00 169.60 8A.00 g1.50 5141.00
Furnfsh and instail Class I;
Urban; Type A erosion
conlrol mat; complute as Square
2932 s eciffed Yards 75.00 189.00 94.00 $3.25 5305.50
Paga 3 0( 9
CQNTRACT 16•OT CHANGE ORpER #2 (FINAL)
J7EM DESCRlPTION UN1T CONTRACT 1NSTALLEp NET NE7 UN71' lNCREASEIN DECRF4SGlN
NUMBER QUANTlTY QUAN7/71ES INCREASE AF,CREASE PRICE CONTRAC7PRlCE CONTRACiPRfCE
Furnish and install heavy rip-
rap wlth fiiter fabric; compteie Square
2948 as s eCified Yards 36.tl0 AS.QQ 12.Q0 S88.OD 51,056.00
SECTI4N 11 -{B1D I7EMS 2014-2946) • SUBTOTAI 54,396.56 ($10,891.86)
SECTION II - ADOITIONAG WORK REQUIRED: CO #�t
/lEM p�SCRiP7tON UNI7 GpMRAGT INSiALtEO A��7 NE7 UNft INCREASEIN DECREASE/N
fY(lMBER QUANT7TY CjUAN71TfES lNCREASE DECREASE AR7CF CON7RAC7PRlCE CQN7RACTPR/CE
Furnish and install Tyge 1
Inlet (less casting), cornplete
2692 as s ecified Each 1,00 1.OQ $1 450.00
Furnish and Install Typa 3
inlet (with 18" sump),
2614 com lele as s ec3fied Each 't.00 1.00 51,890.00
Add(tional labor, equipment,
and materials to replace
storm sewer on Alaska Street
and West 17th Avenue fvr
Wisconsin Pubiic Service; Lump
20000 com lete as s eclfied Sum 1.00 1.D0 �fi40A0
AddiUonal IaboG equipmant,
and materiats to rebuild storm
manholes �vithin ihe concretQ
limiis on West 6th Avenue;
complete as spec3fied Lump
2000i Sum 9.00 i.�� �3553.43
Additional labor, equipment,
and matorials to repair.
coilapsed storm sewar on
West 6th Avenue and Lump
20002 Ore on Sireel; com lete as Sum 1.00 1.00 �4,235.08
5EC71�N il -(ADDIT(ONAI. WORK REQUIRED; CO #1 -(IT�MS 2$'12-20002} - SUBTOTAI 50.00 bOAQ
SECTION It - ADDITIONAI WORK R�QUlRED; CO #2
IrEM pESCRlPTfON UNl7 COMRACT INSTALLEO NEi NET Uh11T INCH[ASFIN OECREASEIN
NUMBER C7UANTIN 4UANI'l7lCS INCRFJiSE OECREASE ARlCE COMrf2ACrPRlCE CON7RACTPR(CF
Additional labor, equipment,
and meterials for plugging
and pumping down Ihe stonn
sewer on Nebraska Sireet; Lump
20003 com lete as s eciPied Sum 0.00 i.00 1.00 $5 600.00 55,600.00
Addilional lahor, equipment,
and materials tor piugging
and pumping down the storm
sewer on WitzeE Avenue; Lump
20004 com lete as s ecifled Sum 0.00 1.00 1.00 $8,300.00 59,340.00
Additional lebor, equipment,
and materials for plugging
and pump(ng down the storm
sewer on New York Avenue; �ump
20005 COmplete as speci(ied gum 0.00 1.00 1.00 $i6,400,00 S10 400.00
Addfiional labor, equipment,
and materials for plugging
and pumping down ihe sform
sewer on 24th Avenue; �ump
20006 complete as specified Sum 0.00 1.00 1.00 �8 100,00 �,B 100.40
Pega 4 of 9
CONTRACT 15-07 CHANGE ORDER #t2 (FINALj
ITEM DESCRIPT70N UNIT CONTRACT INSi"ACtFO NET NET UNIT 1NCREASEtN DECRERSEIN
NUMBER QUAN7(7Y QUAN717/ES tNCRERSE DECREASE PRlCE CONTRAC7PRlGE CQNTRACTPRICE
Additional labor, equipment,
and materiais fot invoice
numbers 15-866-01 for
instaliing a storm lateral in a Lump
20007 UWO arkni lot. Sum O.D� 1.00 1.00 $6,257,47 �6,257.47
Additional labor, equlpment,
and materiais for invoice
numbers 15-866-02 through
15-666-08 For storing and
removal of ihe contaminafed Lump
20008 soil on the oulfall. Sum 0.00 'fA0 i.OD �41,178.12 �41,178.12
SECTION II -{ADDITtONAL WORK REQUIREQ; GQ #2 -(ITEMS 20003-2fl008) - StJBTQTAL $8d,835.59 $OAd
NET INCREABE Tfl: SECTION II $74,540.23
SECTION Ilf - SAN(TARY SEWER
1TfM DESCRtPTION UNl7 CONTRACT iNSiALLED NET NE7 UN17' /NCREASE (N UECREASE 1N
NUMBER qUANi1TY QUAIU7JTIES lNCR�ASE pECftFASE PRlCE CONI'RACTPRlCE CONTRACTPRtCE
Furnish and instal( 8" sanitary
sewer (relay), complete as Linoar
3000 s ecified Feet 2,73Q,00 2,666.24 -63.80 $161,40 �6,Q69,32
Furnish and instail 8" sanitary
sewer ralay (spot repairs}; Linear
3001 com lete as s ecified Feet '10.00 86.00 16.00 $141.00 �2,256.p0
Furnlsh and inslall 12"
sanilary sewer (refay}; Unear
300h com lete as s ecified Feet 865.00 861.50 -3.50 $111.00 $388.50
Furn+sh and install 15"
sanitary sswer (relay}; llnear
3006 com lets as s ecified Feet 245A0 244A0 -1.04 $138.00 $138.00
Furnish and instalf 18"
sanitary sewer (relay); Linear
3008 wm lete as s ecified Feet 7.00 3.00 -4.00 $240.00 �960.00
Furnish and install 8" sanitary
sewer drop; complete as Vertical
3060 s ecffied Feek 2.35 Q.00 -2.35 $450.00 $1 057.50
Furnlsh and install 12"
sanitarysewerdrop; Verticai
3064 com lata as s ecified Feet 2.80 0,00 -2.80 $555,00 $1,55Q.00
Furnish and Instali standard
sanitary sawer manhole (4'
diameter), complete as Vertical
3100 5 eCiflBd Feet 178.00 162.66 -15.34 $263.00 �4 034.42
Furnish and instail e�ernai
sanflary sewer manhole
chimney seal, comptete as
311Q s ecffled Each 2a.b0 2fl.00 $525.Op
Furnish and inslall externa!
sanitary sewer manho(e
chimney seal extension,
3116 com lete as s ecitled Each 2.00 0.40 -2.00 �350.Q0 $700.00
Furnish and install internal
sanitary sewer manhole
chimney seal, comp�ete as
3118 s aGfteci �ach 2.00 0.00 -2.00 5325.Oa $8b0.00
Furnish and install 8" x 6"
sanitaiy sewer factary wyes
or tees, complete as
3210 s ecified Each 35.40 44.00 9.00 $115.00 $1,035.D0
Page 5 or e
CONTRAC715-07 CiiANGE ORDER #2 {F1NAl)
17EM DESCRIPTlOM UNfT CONTRACT INSTALl.ED NE7 NET UMT 1NGREASE IIY UECREASE IN
NUMBER QUANTlTY QUANT777ES 1NCREASE CECREASE PRICE CONTRACTPRlC� CON7RACTPRICE
Furnish and install 12" x 6"
sanitary sawer fac{ory wyes
or tees; comp(ete as
3214 s eci(led Each 3.00 18.Q0 15.00 �255.00 $3,825.00
Fumish and install6" saniiary
sewer "insert-A-7ee" or "Kor-
N-Teo"; compiete as
3222 s ecitied Each 2.00 1.00 -1.00 $285.00 5285.00
Furnlsh and instaii sanitary LL
sewer PVC pipe saddie;
3224 com lete as s ecified Each 9.Q0 9.00 $215.00
Furnish and install a" sanifary
sewar laterals (new}; Linear
3230 com fete as s ecified Feet 505.00 479.00 -26.Od 572.80 $1,892.80
Furnish and insiall 4"/6"
sanitary sawer lateral (relay), Linear
3234 com lete as s ecified Feet 1,225.00 3,110.Q0 -115.00 $84.70 $9,284.5Q
Furnish and instail sanitary
sewer lateral marker balls,
3236 com lete as s eclfied Each 130.40 121.00 -9.00 $45.00 $405.00
Reconnecl existing sanitary
Iaterais; complete as
3237 s ecified Each 30.00 28.OQ -4.00 3140.00 $560.00
FurNsh and fnsteli clay dams,
3238 compiote as specified Each 52.00 46.00 -8.00 $86.OD 3818.00
Furnish and instaB
connection to existing 8"
3300 mafns, com lole as s ecified Each 10.00 8.00 -2.00 $575.00 �1 150.00
Furnish and instali
connectfon to existing iQ"
3302 mains, com lete as s ecified Each 1.00 1.00 �720.Off
Furnish and instali
conneclfon to existing 12"
3304 mains; com lete as s ecifled Each 7.Q0 5.00 -2.04 5845.04 $'f,690.00
Furnish and fnstall
connection to existing 15"
sanitary sewer mains;
3306 corn lete as s ecified Each 1.QD 1,00 �1 020.40
Furn(sh and instefi
connection fo exisfing 98"
sanilary sewer mains;
3308 com lete as s ecified Each 1.00 O.dO -1.00 31,47�.D0 $1,470.00
Furnish and install
connection fo axlsting 34"
sanitary sewer mains;
3314 com lete as s acifiad Each 1.�d O.flO -1,00 $3,850.00 �3,980.00
Furnish and insiall sanitary
sewer concrete co(lars,
3330 com lete as s ecffied �ach 2.IJ0 0.00 -2A0 $1fl6.00 $212.00
Core fnto exisling manhole,
3332 com Iete as s ecified Each 2.00 5.40 3,00 $1,030.04 S3 090.00
Abandon saniiary sewer
manhoies, complete as
3800 s ecified Each 14.00 1d.06 $745.00
Abandan 8" saniiary sewer, Linear
3802 com lete as s ecifled Feet 95.D0 14.00 -1.Q0 �v28.00 $28.00
Abandon t0" saniiary sewer, Linear
380A camplete as specified Feet 400.00 395.00 -5.00 $6,25 �u31.25
Abandon 24" saniiary sewer; Linear
3814 com lete as s ecified Feet �,430.OQ 1 421.00 -9.00 �14.70 $132.30
Page 6 af 9
CONTRACT 15-07 CHANGE ORDER #2 (FINAt)
ITEM CONTRAC7 JNS7fiLtED NET NET UNiT 1NCRF.ASEIN DF.CREASEIN
NUMB£-R DESCR1PilON UMJT QUANTI7Y QUANTITlES tNCREASE DECRFASE PR10E CONTRACTPRICE CON7RACTPRlCE
Abandon 27" sanitary sowor; Linear
3816 complate as specitied Fest 1,350.00 1,345.00 -9.00 $18.15 $i63.35
SECTlON Iil -(BID ITEMS 3000•3$16) - SU8707AL �10,20&.00 {$3T,717.94)
SECTtON f!I - ADDITS�NAL WORK REQUiRED; GO �F1
1TEM OESCRtPTlON u�f7 CONTR.4C7' lNSTAtLFp PIE7 NET UNiT lNCREASEIN DECREASElN
NUMBER QUANTfiY QUNJTITlES lrVCREASE OFCREASE PRlCE CONiRACiPi210E CONTRACTPRICE
Furnish and instaU trenchless
12" sanitary sewar casing Linear
30000 i e; com lete as s eclfiied Feet 60,00 6Q.00 �2&6.OD
Addiflonal equipment, labor,
and materials to rebuild drop
manhole Od-322 at ihe
intersection of Merritt Av�nue
and Monroa Streei; complete Lump
30001 as s ecified Sum 1.00 1.04 $2,700.00
Addilional equipmenf, labor,
and materials io rebuiid ihe
chfmney ot manhole 03-212
at the lntersac4ion of West
8th Avenue and Nebraska Lump
30002 Street; com tete as s ecified Sum 9.00 1.00 y250.aQ
Additianal equfpment, labor,
and maferlais to install new
latsrals for 45 West 6th
Avenue; complete as Lump
30003 s acified Sum 1.00 1.00 �1,3�8.27
Addiiionai equipment, labor,
and materials to abandon 27"
sanftary sewer and butkhead
the maln In Manhole 09-28; l.ump
30004 com lete as s ecified Sum 'f.00 1.00 v�5,727,27
SEC7tON lll -(ADDl7(ONAL WORK REQUIR�D : C4 #1 -(17EMS 30000-30004} - SUBTOTAL $0.00
NET DECREASE TO: SECTI4N tlf ($27,511.94)
SEC7lON iV - WAT�R MAIN
So.00
ITEM OFSCRlPTION UNlT COMTRACT (NSTALLED NE7 NET UNIT 1NCREASElM DECREASEIN
NUMfiER QUANi1TY QUANTfT/E-S 1NCREASE DECREAS� PRtCE CONTRACTPRIGE CONTRACTPRICE
Fumish and instalf 6" ductile
iron waler main (relay) with
polywrap; complete as Linear
4002 s ecified Feet 64.00 144.50 8-0.50 $205.00 $17,322.50
Furnfsh and install 8" duclile
iron water main (relay} with
polywrap; compleia as �inear
4004 s ecified �eaf 875.OQ 863.50 -91.50 560.45 $695.18
Furnish and install 10"ductlle
iron water main (retay) wilh
polywrap; complate as Linear
4006 s edfled Feet 40.00 37.50 -2.50 $268.00 �670.00
Furnish and instali 1" waler
service (relay); complete as l.inear
4036 s ecifled Feet 740.00 565.00 -156.00 �57.90 g8,974.50
�urnish and install 1" water
service (new); complefe as Linear
4042 s ecifiad Feet 535,00 511.OQ -24.00 561.70 51,480.80
Paga 7 ot 9
CONTRAC715-07 CHANGE ORDER it2 {FINAL}
l iEM DESCRlFTlON UN1T CON fRACT lNS7At�E0 NET NET UN1T INCREA3E /N DECREASE IN
NUMBER QUAMil7Y QUAN7171ES lNCRtASE OECREASE PRlCr CONTRACTPRtCE CONTfL1CT7>R1Cf
�urnish anci lnstall 1"
corporation and stop box;
4Q48 com lete as s ecified �ach 38.00 32.00 -6,40 5285.Oa $1,710.a�
Furnish and insEall wafer
service cfay dants; compiete
4055 as s ecified �ach 38.0� 32.00 -6,00 �86.00 �516.00
Furnish and install
connectlons to existing 6"
waler main; complete as
�i058 s ecified Each 3.00 5.00 2A0 S2,Od0,00 $4,OSQAO
Fumish and install
connecilons to ex{sUng 8"
wafor main; complate as
4060 s ecified Each 3A0 3.00 $2100.00
Furnish and install
connecfions to exisiing 10"
water main; compiete as
4062 s ecified Each 2,00 2.00 $2 225.00
Furnish and Enstall 8" HbPE
water main directionally 4lnear
4090 drilled; compiete as speclfled �eet 150.00 212.00 82.00 $i33.00 $8,2A6.00
Furnish and instail 6" x 6"
waler main too; campi�te as
4101 s ecified �ach 1.00 1.00 $d38.00
Fumish sr�d insfall 8" x 6"
waler main tee; compfete as �
4110 s ecffled Each 5.fl0 5.00 $508.06
Furnish and install 6" 45
degree water main bend;
4236 com Iete as s acified Each 8.00 5.04 -3.00 $390,00 $930,00
Furnish and install 8"45
degree water maln bend;
4237 com lefe as s ecified Each 11.00 5:00 -6.40 �388.00 $2 328.00
Furnish and inslali 10" 45
degree water main bend;
4238 complete as specltled Esch 4.00 d.60 �687.00
Furnish and instali 8" x 6"
water main reducer; compiete
4264 as s ecif[ed Each 1.00 1.q0 5345.00
Fumish and install 6"wafer
ma(n gate valve; completa as
4401 s ecified Each 5.06 7.00 2.00 31 195.00 S2 390.00
�urnish and instali S" water
main gate vaive; complete as
dd02 s ecified Each 3.00 4.00 i.00 31,638.00 $1,638.00
Furnish and install 10" water
4403 main gate vaNe; complete as �ach 2.00 2.OQ �2,345.OQ
Furnish and instail hydrant:
450� com lete as s ocifiod Each 4.p0 A.00 $3,490.00
Furnish and inslali standard
watar valvg manhols {5'
diameter); compteie as
4600 s ecifiod Each 2.00 2.00 g8,480.00
Futnish and install 18" steel
water main casing pipe; Linear
d726 com lete as s ecifred �eet 18.fl4 20.00 2.00 $2fid.40 $528.fl0
Abandon wafar maln on
Hawk Sfreet; complete as Lump
4900 s ecified Sum 9.00 1.Ofl �2,2p0.00
Page B of 9
CONTRACT 15-OT CHANGE QRDER #2 (FINA�)
ITEM ��SCRIP7tON UN/7 CCJNTRACT lNSiALLE6 ME7 NE7' UNlT INCREASEIN �F.CREASEIN
NUMBER QUlWTlTY QUANTITfES INCREASE DECRF.i1SE PRlGE GON7RACTPRlCE CONTFUICTPRlCE
Water meter vauit cover
alleralions; compl6ta as
4999 s ecified �ach 2.0� 2.00 S6 080.00
SECTION iV •{�ip IT�MS 4002-4998) - SU8TO7AL b34,2d4.54 ($17,304.48)
SECTiON IV - WATER MAIN
SECT(�N IV - ADDITIONAL WORK REQUiREQ: CO #4
JT£M DESCRIP710N UNfT CONTRAC7 /NSTALLED NET NET UNl7 lNCREASE JN DECREASE 1N
NUMBER QUAtJ7lTY QUANTITIES lNCREASE OFCREASF. PR10E CON(RAC7PR/CE CONTRAC7'PRtCE
4352 Cuf and cap existtng 6" water
main, com lete as s ecified Each 4.00 4.00 $1,400.00
40001 Additianal labor, equipment,
and materlafs io abandon
water main off of Eagle Lump
SUQat; com laf� as s ecifiad Sum 1.OQ 1.00 �2,559.7q
40002 Additfonal labor, equipment,
and maferials to repair a
water main break at West 6ih
Avenue and South Sawyer Lump
StraeY, com (ete as s ecified Sum 1.Od �.OQ g736,15
Q0003 Additional labor, equipment,
end materlais to lawer 6"
water main on West South
Park Avanu� and Georgia Lump
Street; com lete as s ecified Sum 1.Dp 1.00 �3 357.87
SECTION IV -(ADDITIONAI WQRK R�QUtRED: CO #1 ITEMS 4352-40603} -SUBTOi'AL $0.00 $O.OD
SECTIQN IV -AODITtONA� WORK R�QUiREO: CO #2
1TFtA DESCRIPTiON !lN1T COMRAC7 !l+tS7ALLED NET NET' UNIi" lNCREAS�IN D�CR�ASEIN
fJUMBER 4UAMilTY QUAN7IT/ES lNCREASE DECREASF P127CE GONTRACl PRlCE CONTRACT Pft7CE
Furnish and install 6" �1-1/4
degree wafer maln bend;
4218 corn lete as s ecified Each 0.�0 1.06 1.00 �510.00 $510.00
Furnish and install6" 22-1l2
degree waler rnain bend;
4227 cvm 3ete as s ecified Each 0.00 4.00 1.00 g510.qQ $530.00
Furnlsh and Install8" 22-1J2
degree water main bend;
4228 com lete as s ocffied Each O.QO 3.00 3.00 $360.00 $1,084.00
Addilionat labor, equipmani,
and materials to insfail a
coropoation stop only;
40004 com lete as s ec+fied �ach 0.00 1.00 1.00 $590.00 �590,00
SECTlOtJ IV -(ADDITIONAL WORK REQUIR�D: Cd #21TEMS 421$-4DOQ4) - SUSTOiAL
N�T INCi2�ASE i0: S�GiION IV
52,69�.00 bfl.00
$19,594.02
NET lNCREAS� 70 SECTI�NS I, li, lil, & iV
NET OECREAS� TO SECTiONS 1, i1, [il, & IV
N�r ir�cR�ks� ro car�rr�c�:
Page9at9
$24q,214.87
SS�aa,aaa.2e>
$55,771.38