HomeMy WebLinkAbout09. 15-168
APRIL 14, 2015 15-168 RESOLUTION
(CARRIED___7-0____ LOST _______ LAID OVER _______ WITHDRAWN _______)
PURPOSE: APPROVAL OF CHANGE ORDER NO. 1 FOR PUBLIC WORKS
CONTRACT NO. 14-03 WITH RELYCO, INC. FOR THE NATIONAL
GUARD ARMORY AREA STORMWATER DETENSION BASIN
(+$218,873.84)
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:
RELYCO, INC.
PO Box 5246
DePere, WI 54115-5246
Net Increase to contract: $218,873.84
PURPOSE: See attached Change Order.
BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated
from:
Acct. No. 561-2010-1799-00000 Storm Utility Construction in Progress
532-1040-7216-00000 TIF #18 Fund – Land Improvements
�
HK H
ON THE WATER
MEMORANDUM
TO: Honorable Mayor and Members of the Common Council
FROM: Steven M. Gohde, Assistant Director of Public Works 5'"�
DATE: April 9, 2015
RE: Change Order No. 1 for Public Works Contract No. 14-03
National Guard Armory Area Storm Water Detention Basin
Relyco, Inc. (+$218,873.84)
BACKGROUND
Change Order No. 1 for Contract 14-03 is scheduled for consideration by the Common Council at the April 14,
2015 meeting. The contract was originally awarded to Relyco, Inc. in February of 2014. This change order
balances quantities of work pertormed in 2014, and covers additional work that was necessary in order to
complete the project. The project is scheduled to be completed in the spring of 2015.
ANALYSIS
Following is a summary of the significant changes to each section of the CIP:
• Storm Sewer — Quantity adjustments and additional work and materials required to match field
conditions. Additional work included some handicapped access ramp upgrades, relocating a private
water main from the land acquired from the National Guard onto the National Guard Armory property,
and disposing of additional material that the Town of Algoma had originally intended to utilize on one of
their projects.
• TIF#18—Quantity adjustments required to match field conditions.
FISCAL IMPACT
Contract Section Chan e Order Amount New Contract Total CIP Bud et Amount
Storm Sewer $217,282.46 $2,474,149.96 $3,305,000.00
TIF#18 $1,591.38 $522,492.38 $347,000.00
Total $218,873.84 $2,996,642.34 $3,652,000.00
Adequate funds for the storm sewer section are available in the 2014 Capital Improvement Program (CIP).
RECOMMENDATIONS
I recommend approval of Change Order No. 1 to Contact No. 14-03 in the amount of +$218,873.84 to Relyco,
I nc.
Approved:
� �a
�� �r
Mark A. Rohloff
City Manager
SMG/tlt
I:\Engineering�2014 CONTRACTS\14-03 Armory Area Det Basin\Project_Information\Correspondence\Memo\14-03 CO#1 Memo 4-9-15.docx
TO: RELYCO, INC. CHANGE ORDER # 1
PO BOX 5246 DATED: MARCH 18, 2015
DE PERE, WI 54115-5246
Your present contract with the City of Oshkosh, Contract No. 14-03, awarded February 25, 2014, is hereby
amended and changed as follows: �
NET INCREASE TO: SECTION I - PAVING 67,941.11
NET INCREASE TO: SECTION II - STORM SEWER 89,313.77
NET INCREASE TO: SECTION IV- WATER MAIN 61,618.96
NET INCREASE TO CONTRACT $218,873.84
Section I Section II Section III Section IV
(Paving) (Storm) (Sanitary) (Water) Totals
Bid Total $134,207.50 $2,613,241.00 $0.00 $30,320.00 $2,777,768.50
C.O.#1 $67,941.11 $89,313.77 $0.00 $61,618.96 $218,873.84
ContractTotal $202,148.61 $2,702,554.77 $0.00 $91,938.96 $2,996,642.34
CITY OF OSHKOSH
BY:
Recommended: City Manager
Director of Public Works City Clerk
Approved and accepted:
Contractor
I certify that provision has been made to pay the liability that will accrue to the City of Oshkosh, Wisconsin,
under the within Change Order.
Comptroller
Approved as to form:
City Attorney
CONTRACT:14-03 CHANGE ORDER#1
SECTION i-PAVING
INCREASE 1N DECREASE W
ITEM DESCRIPTION UN/T BfD INSTALLED NET NET UNIT CONTRACT CONTRACT
NUMBER QUANT/TY QUANT/T/ES INCREASE DECREASE PRICE pRICE PRICE
1120 Removing concrete and asphalt
sidewalk and driveway,complete
as specified $1.50 $445.50
Square Feet 900 1,197.00 297.00
1301 7"concrete pavement,with 5"
CABC and grading,complete as Square
specified Yards 450 418.3D -31.70 $49.00 ($1,553.30)
1350 Pavement lies,complele as
specified Each 110 109.00 -1.00 S7•50 ($7.50)
1420 16"curD and gutter,7",with 5"
CP,BC antl grading,complete as
specified Linear Feet 580 741.90 161.90 $18.00 $2,914.20
1500 4"concrete sidewalk with 3"
CABC and grading,complete as
speciiied Square Feet 275 767.50 512.50 $5.00 $2,562.50
1700 Sawing existing pavement,
comolete as specfied Linear Feet 2,100 2,510.00 410.00 $1•25 $512.50
1900 Tzck coat,complete as specified
Gallons 70 105.00 35.00 $3.50 5122.50
1902 HMA Pavement Type E-1.0,
complete as spec'�ed Tons 650 941.90 291.90 $72•4D $21,133.56
SECTION I-(BID ITEMS 1120-1902)-SUB-TOTALS $27,690.76 ($1,560.80)
ADDITION�,L WORK REQUIRED: C.O.#1 -SECTION I
INCREASEIN DECREASEIN
ITEM DESCRIPT/ON UN/T BID INSTALLED NET NET UN/T CONTRACT CONTRACT
NUMBER QUANT/TV QUANTlTIES INCREASE DECREASE PRICE pRICE PRICE
11302 7"concrete pavement HES,base Square
in place znd grading,complete as Yards
specified 0.00 70.80 70.80 $62.00 $4,389.60
11410
12"radius curb with 6"CABC and Linear Feet
grading,complete as specified 0.00 87.70 67.7D $33.50 $2,937.95
11510 6"concrete
sidewallJdriveway/ramp with 3" Square Foot
CA3C antl grading,complete as
sp=citied 0.00 10.D0 10.D0 $6.30 $63.00
11540 Curb ramp detectable warning
field(naturaUnon-painted), Square Feet
cumplele as spec�ed 0.00 40.00 40.00 $42.00 51,680.00
11351 9"concrete pavement doweled, Square .
HcS,base in place,complete as Yards
specir�ad 0.00 393.30 393.30 $72•15 $28,376.60
11561 Dowel Bars Each 0.00 56.00 56.00 $17.50 $980.00
11442 30":.u:b snd gutter,8",with 6"
CABC and greding,complete as Linear Feet
specified O.OD 141.OD 141.00 $24.00 $3,384.00
ADDITIONAL WORK: C.O.#1 -(ITEMS 11302-11442)-SUB-TOTAL $41,811.15 $0.00
NET INCREASE TO: SECTION I $67,941.11
Page 1 of 4
CONTRACT:14-03 CHANGE ORDER#1
INCREASE IN DECREASE IN
ITEM DESCR/PTION UN/T BID INSTALLED NET NET UN/T CONTRACT CONTRACT
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE pRICE PRICE
SECTION!I-STORM SEWER
INCREASE IN DECREASE IN
ITEM DESCRlPTION UNIT 81D /NSTALLED NET NET UNIT CONTRACT CONTRACT
NUMBER QUANTITV QUANTITlES INCREASE DECREASE PRICE pRICE PRICE
2021 Rock excavalion,complete as
specif ed
Cubic Yards 4,500 0.00 -4,500.00 50.01 (545.00)
2022 Import clay material,complete as
specifisd
CubicYards 1,500 0.00 -1,500.00 $6.50 ($9,750.00)
2025 Steckpile fill soil-Industrial Park
Atlas Avenue site,complete as $4.31 $7,176.15
specified CubicYards 29,000 30,665.00 1,665.00
2026 Excavation below subgrade-
detention basin,complete as
spzcined Cubic Yards 2,200 1,339.60 -660.40 52.50 (52,151.00)
2028 Exczvation below subgrade-
Intlustrial Park fill areas,complete
as specified
Cubic Yards 2,900 0.00 -2,900.00 $Z•5� (57,250.00)
2036 IFurnish and install 12"storm $41.50 $1,037.50
,sewer,complete as specified Linear Feet 306 331.00 25.00
2038 Furnish and install 12"RCP Class
III stortr sewer,complete as
�speciiieo LinearFeet S6 88.00 2.00 $34.00 $68.OD
2042 IFumish snd install 15"storm $36.00 $720.00
sev:er,complete as specifed Linear Feet 50 70.00 20.00
2050 Fumish and install 16".RCP Class
III storm sewer,complete as
ispaci�ieo LinearFeet 63 49.00 -14.OD $38.00 ($532.00)
2062 Furnish anG install 24"RCP Class
III sorm sewer,complete as
,spsaiied Linear Feet 30 28.00 -2.00 $54.00 ($106.00)
2072 I Furnish and install 30"storm $69,00 $133.50
se�rier,r_omplete as specfied Linear Feet 165 166.50 1.50
2078 Furr�ish end insiall 36"stortn
I sewer,compiete as specified Linear Feet 53 49.00 -4.00 S99•�0 ($396.00)
20B4 Furnish and install 42"storm
sevaar,complete as specified Linear Feet 46 39.00 -7.00 592.0� ($644.00)
2090 I Furnish and install 48"storm $105.00 $210.00
•s=�mer,complete 2s specified Linear Feet 41 43.00 2.00
211D IFurnish anC install 6G"RCP Class
III st:,rm s?wer,complete as
Ispeci:ied Linear Feet 84 64.00 -20.00 $166.00 ($3,320.00)
2140 I Furnish and install 38"x 60"
IHERCP Class III storm sewer,
compleie as specified Linear Feet 1,034 951.00 -83.00 $156.00 ($12,948.00)
2144 FwT�ish arid install 43"x 68"
hE�CF Glass III storm sewer,
Icomplete ss specified Linear Feet 271 261.00 -10.00 $139.00 (31,390.00)
2282 �Fumish and install 8"storm sewe�
(lseeral,complete as specified
LinearFeet 35 52.50 17.50 $69.00 $1,207.50
2532 Fumish and insiall standard storm
se�vrr manhole(4'diameter), �
complete as specified VeRical
Feet 16 15.80 -0.20 $475.D0 (595.00)
2534 Fumish znd ins:all standard storm
sewer manhole(5 diameter),
cornpiaie zs specifed Vertical
Feet 18 1520 -2.SD $365.00 (51,022.00)
2538 �urnisn end install standard stortn
sewer mannolz(7'diameter),
complete as specified Vertical
Feet 11 10.20 -0.80 $535.00 ($428.00)
2540 Fun'�isn and insisll standard storm
sewer manhole(6'diameter),
compiece as specified VeRical
� Feet 50 42.OD -8.00 $670.00 ($5,360.00)
25q2 Furrus�:an6 install standard storm
Isewer manhole(9'diameter),
cor�pietc as specined Vertical
Feet 12 11.70 -0.30 $870.00 ($261.00)
Page 2 of 4
CONTRACT:14-03 CHANGE ORDfR#1
INCREASE IN DECREASE/N
ITEM B/D /NSTALLED NET NET UN/T CONTRACT CONTRACT
NUMBER DESCR/PT/ON UN/T QUANT/TY QUANT/TIES /NCREASE DECREASE PR/CE pRICE PR10E
2556 Furnish and inslall standard storm
sevier inlet manhole(4'diameter),
compleie as specified VeRical
Feei 8 5.37 -2.63 5465.00 ($1,222.95)
2612 Fu.^:.ish znd install Type 1 inlet, -3.00 $1,500.00 ($4,500.00)
complete as specified Each 6 3.00
2614 Furnish and install Type 3 inlet
(v�rith 18"sump),complete as $1,600.00 $4,800.00
specifiad Each 1 4.00 3.D0
2858
Furnish,install,maintain,and
remove Type D mod'fiied inlet $115.00 $575.OD
proeectior,comptete 2s specified Each 20 25.00 5.00
2860 Sediment removal-Type D
modi�eri inlei protection,complete
as specifiad Each 170 5.D0 -165.00 $10.00 ($1,650.00)
2861 �Sedimar�t removal-Type D
modifed inlet protection—
Industrial Parlc fill and stockpile
areas,conplete as specifed Each 100 5.00 -95.00 $10.00 (5950.00)
2863 �Furr.!sn,insiail,maintain,and
remove st�ne tracking pad—
Ind:uti ial Park fill and siockpile
are=_s,coniplete as specified Each 2 3.00 1.00 $2,500.00 $2,500.D0
2664 Furr:ish,install,maintain,and
Iremovz siii fence,ccmplete as $1.60 $1,376.46
specified LinearFeet 2,800 3,661.54 861.54
2865 Fi�rnish,install,maintain,and
lremove silt fence—Industrial Park
Tili zi�d stodcpile areas,complete g�,gp g��5.23
Ias specified Linear Feet 3,455 3,527.02 72•�2
2910 Furni;h and install native seeding
�(5hor�linz Zone),complete as Square $��p gZ,7g9,50
�speciri�d Yards 515 3,060.00 2,545.00
2924 Furn�sh and install annual cover
icrop,compiete as specified Square
I Yards 43,000 45,018.00 2.018.00 $0.14 $282.52
2930 'Fumish and install Class I,Type A
Ierosion ccntrol mat,complete as Square $p gp $�,75628
sp�c�ied Yards 19,700 21,609.00 1,909.00
2932 IFumish and install Class I,Urban,
IT;�pe A erosion control mat, Square g�_25 $2,386.25
compicte as specied Yards 21,500 23,409.00 1,909.00
2946 Furnis��and install medium rip-rap
'with filt��r�abric,complete as Square $25.00 $875.00
ispeciiiad Yards 900 935.00 35.00
2029C Hzul znd Place Fil-Atlas Ave Site Cubic Yards
,compie?e as soecified 40,000 0.00 -40,000.00 ($0.05) $2,000.00
SECTION II-(BID ITEMS 2021-2029C)-SUB-TOTALS $30,020.89 ($54,022.95)
Page 3 of 4
CONTRACT:14-03 CHANGE ORDER#1
INCREASEIN DECREASEIN
ITEM DESCRIPT/ON UN/T BID INSTALLED NET NET UN/T CONTRACT CONTRACT
NUMBER QUANT/TY QUANTIT/ES INCREASE DECREASE PR/CE pRICE PRICE
ADDITIOh�x.L 11L'ORK REQUIRED: C.O.#1 - SECTION II
INCREASEIN DECREASEIN
ITEM DESCR/PTION UN/T B/D INSTALLED NET NET UN/T CONTRACT CONTRACT
NUMBER QUANTITY QUANTIT/ES /NCREASE DECREASE PR/CE pRICE PRICE
12001 Mowing Grass Lump Sum 0 1.00 1.OD $1,395.D0 $1,395.00
12028 W�s?e 4DY.yards of excess �ump Sum
material 0 1.00 1.00 ($10,000.00) ($10,000.00)
12029 Disousal of 30,DOD Cyds Lump Sum 0 1.00 1.00 $100,500.00 $100,500.00
12866 Furnish,insta�l,maintain,and
remove stone bag,complete as Each
�speciGad
0 33.00 33.00 $22.50 $742.50
12996 �Stockpile Gelay Lump Sum 0 1.00 1.00 $18,375.23 $18,375.23
12997 ��9H-t Ndjustment Each 0 1.00 1.00 $1,491.52 $1,491.52
12998 Cryst;l Springs Inlet Reconstruct Each $1,153.98 $1,153.96
0 1.00 1.00
12999 Type"<to Type 3 Inlets Market Each $657.60 $657.60
Fair Restocking 0 1.00 1.D0
12TRK �Trvck Haul Route Infractions Each 0 5.00 5.00 ($200.00) ($1,000.00)
ADDfTIONAL WORK:C.O.#1 -(ITEMS 12001-12TRK)-SUB-TOTAL $124,315.83 ($11,000.00)
NET INCREASE TO: SECTION II $89,313.77
SECTION 1`i!-WATER MAIN
INCREASEIN DECREASEIN
ITEM DESCR/PT/ON UN/T BID INSTALLED NET NET UN/T CONTRACT CONTRACT
NUMBER QUANT/TY QUANTIT/ES INCREASE DECREASE PR/CE PR/CE PRICE
4002 Fumish and install 6"ductile iron
w2t=r main(relay)with polywrep,
completz as specified
Linear Feet 20.00 22.50 2.50 5386.00 $965.00
4004 �Furnish ard install 8"ductile iron
�water main(relzy)with polywrap,
�comple!e 2s specified
Linear Feet 40.00 62.00 22.00 $440.00 $9,660.00
SECTION IV-(BID ITEMS 4002-4004)-SUB-TOTALS $10,645.00 $0.00
ADDITIO�'.±:":'vRK REQUIRED: C.O.#1 -SECTION IV
INCREASE/N DECREASE IN
ITEM DESCRIPTION UN/T BID INSTALLED NET NET UN/T CONTRACT CONTRACT
NUMBER QUANTITY QUANT/TIES INCREASE DECREASE PR/CE pRICE PRICE
14099 Latsrel IvlcGonalds (water) Lump Sum 0 t.DO 1.00 $9,188.16 $9,188.16
14099 Wat°r P�ain Relor_=tion(w2ter) Lump Sum 0 1.00 1.00 $41,785.80 $41,785.80
ADDITIONAL WORK: C.O.#1 (ITEM 14099)-SUB-TOTAL $50,973.96 $0.00
NET INCREASE TO: SECTION IV $61,618.96
NET INCREASE TO SECTIONS I,II,IIi,IV $285,457.59
NET DECREASE TO SECTIONS I,II,III,IV ($66,583.75)
NET INCREASE TO CONTRACT: $278,873•84
Page 4 of 4