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HomeMy WebLinkAboutPW CNT 13-01/CHG OR 1/Miron Construction DEPARTMENT OF PUBLIC WORKS 215 Church Avenue P.O.Box 1130 Oshkosh,Wisconsin 54903-1130 Ph.(920)236-5065 OJHKOJH Fax(920)236-5068 ON THE WATER January 15, 2014 Ms. Shelly Retzlaff Miron Construction Co.,Inc. 1471 McMahon Drive Neenah, WI 54956 Re: Change Order No. 1 (Rev. 2) Contract 13-01 Dear Ms. Retzlaff: Enclosed is an executed copy of Change Order No. 1 (Rev. 2) between the City of Oshkosh and Miron Construction Co., Inc. regarding the abovementioned project. If you have any questions, please call our office at (920)236-5065. Sincerely, c p David C. Patek 1 Director of Public Works DCP/ttt • Enclosure: Change Order No. 1 (Rev. 2) cc: Pam Ubrig, City Clerk(w/original) Lynn Lorenson, City Attorney(w/copy) Tara Wendt, Assistant Finance Director (w/copy) File (w/original) I:\Engineering\13-01 City Hall Parking Lot\Project_Information\Contract Info\Change Orders\13-01 Executed CO#1 Page 1 of 1 Ltr I-15-14.docx i • TO: Miron Construction Company CHANGE ORDER# 1 Rev 2 1471 McMahon Drive DATED: 12/17/13 Neenah, WI 54956 Your present contract with the City of Oshkosh, Contract No. 13-01, awarded February 12,2013,is hereby amended and changed as follows: NET DECREASE TO CONTRACT ($21,809.60) Totals Bid Total $3,870,325.90 C.O. #1 ($21,809.60) Contract Total $3,848,516.30 CITY OF OSHKOSH Recommended: Q, City Manager-Th , -0 e.....;d 142-1--,t, $ -' - - 1.0y-)). Director of Public Works City Clerk J ..roved and ac�'j d: /- al Al � Contractor -1 iron Construction Co, Inc David G. Vo-r. Jr. 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. 19 Comptroller Approved/as tri,iform: 4 \�T,y(MMY�^, /^t, City Ati AA o ne CONTRACT:13-01 CHANGE ORDER#1 Rev 2(12-1T-13) ITEM BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN NUMBER DESCRIPTION UNIT CONTRACT QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE PRICE 1001 VIBRATION MONITORING LS 1,00 t 512,600.00 1003 CRACK&DAMAGE SURVEY LS 1.00 1 $8,820.00 1005 CONSTRUCT TEMPORARY 0.845335 PARKING AREA LS 1,00 -0,15 $23,320,00 ($3,606.79) 1007 SALVAGE EXISTING TREES EA 8.00 0 -8.00 $26100 ($2,104.00) 1009 FURNISH&INSTALL TEMPORARY FENCE LF 1,065.00 1060 -5,00 $4.73 ($23.65) 1011 ABANDON EXISTING MONITORING WELLS EA 3.00 3 $1,050.00 1013 UTILITY LINE OPENINGS EA 5.00 0 -5,00 "" $526,00 ($2,625.00) 1015 REMOVE EXISTING UTILITY POLE BASES EA 18.00 19 $105.00 1017 REMOVE EXISTING BOLLARDS EA 4.00 4 $52.50 1018 REMOVE EXISTING SIGNS EA 29.00 29 $15.64 1019 REMOVAL&DISOPOSAL EXCAVATED MATERIAL-CLEAN 2903.92 CONST DEBRIS CY 2,000,00 903.92 $4.62 $4,176.11 1023 FURNISH&INSTALL SIGN POST EA 30,00 30 $84.00 1025 INSTALL SIGN EA 36.00 36 $31.00 1027 FURNISH&INSTALL PARKING LOT PAVEMENT MARKINGS LS 1.00 1 $23.598.00 1029 FURNISH&INSTALL RED OAK BARK MULCH SY 240.00 251 11.00 $5.25 $57.75 1100 REMOVING PAVEMENT SY 12,425.00 11992.63 -432.37 $1.29 ($557 76) 1110 REMOVING CURB AND GUTTER 3226.15 LF 2,890,00 336.15 $3.47 $1,166.44 1120 REMOVING CONCRETE AND ASPHALT SIDEWALK AND 16562.6 DRIVEWAY SF 16,920,00 -357.40 $0.45 ($160.83) 1201 COMMON EXCAVATION LS 1.00 7 525,970.00 1203 EXCAVATION BELOW SUBGRADE CY 1.650.00 1498.71 -151.29 $7.51 ($1,136.19) a 1300 7"CONCRETE PAVEMENT, BASE IN PLACE AND GRADING 0 SY 300,00 -300.00 $44.29 ($13,287.00) 1350 PAVEMENT TIES FA 205,00 243 38.00 $7.35 $279.30 1360 ADJUST MANHOLES AND INLETS EA 4:.00 6 2.00 $866.25 $1732.50 1422 18"CURB AND GUTTER,8", WITH 6"CABC AND GRADING LF 375,00 384,4 19.40 $22.08 $428.35 1442 30"CURB AND GUTTER,8", WITH 6"CABC AND GRADING LF 3,780.00 3980 200.00 $15 84 $3.168 00 1500 4"CONCRETE SIDEWALK WITH 7233,62 3"CABC AND GRADING SF 8,400.00 -1,166.38 $3.40 (53.965 69) 1510 6"CONCRETE SIDEWALK/DRIVEWAY!RAMP 1001.6 WITH 3"CABC AND GRADING SF 880.00 121.60 $4.19 $509 50 1520 8"CONCRETE SIDEWALK/DRIVEWAY/RAMP 1501.85 WITH 3"CABC AND GRADING SF 1,350.:00 151.85 $4.77 $724.32 1540 CURB RAMP DETECTABLE WARNING FIELD 144 ;NA IURAL/NONPAINTED) SF 136.00 8.00 $29.40 $235.20 1541 INSTALL CURB RAMP DETECTABLE WARNING FIELD SF 16..00 16 $15.12 1550 NO.4 REINFORCING RODS- DEFORMED,EPDXY-COATED LE 240.00 598 358.00 $2.10 5751 80 1700 SAWING EXISTING PAVEMENT LF 670.00 710.7 40.70 $1.63 $66.34 1720 PROFILE SAW CUT CONCRETE CURB LF 75,00 0 -75.00 $18.90 ($1,417.50) 1800 BASE AGGREGATED DENSE, 732551 3/4"or Dense 1 1/4" TON 5,300,00 2,025 51 $10.48 $21,227.34 1900 TACK COAT GAL 275.00 225 -50.00 53.15 ($157.50) 1902 HMA PAVEMENT TYPE E-1.0 TON 2,495.00 2518.64 23.64 $73.50 $1,73754 2000 MOBILIZATION I.S 1.00 1 5210,480.00 Page 1of4 • CONTRACT:13-01 CHANGE ORDER#1 Rev 2(12-17-13) 2001 EXCAVATE&CONSTRUCT UNDERGROUND DETENTION 1 BASIN LS 1.00 $2,289,915.00 2008 CLEAR TREES LS 1.00 1 $1,050,00 2008 CLEAR SHRUBS LS 1,00V 1 $499:00 2012 GRUB STUMPS LS 1,00 1 $1.075,00 2091 FURNISH 8 INSTALL 8"BYPASS STORM SEWER LS 1.00 1 $21,000,00 2036 FURNISH&INSTALL 12"STORM 654,77 SEWER LF 438.00 216,77 $59.30 $12,854.46 2042 FURNISH&INSTALL 15"STORM SEWER LF 129.00 128,5 -0.50 $73.95 ($36.98) 2048 FURNISH&INSTALL 18"STORM SEWER LF 122.00 121,4 -0,60 $81.19 ($48,71) 2060 FURNISH&INSTALL 24"STORM SEWER LF 163.00 163 $90.80 2078 FURNISH&INSTALL 36"STORM SEWER LF 258.00 258 $227.33 2188 FURNISH&INSTALL 5'X8'BOX 192.9 CULVERT STORM SEWER LF 193.00 -0,10 $970.00 ($97.00) 2236 F/I 5'X8'BOX CULVERT STORM SEWER W/MH OR INLET RISER 18 LF 18.00 $1,459.97 2280 FURNISH&INSTALL 6"STORM 45.6 LATERAL LE 48.00 -0.40 $57.77 ($23.11) 2288 FURNISH&INSTALL LATERAL INLET LF 1.00 1 $3.565.80 2532 -FURNISH&INSTALL STANDARD STORM MANHOLE(4' 178 DIAMETER) VF 17.80 $616.31 2534 FURNISH&INSTALL STANDARD STORM MANHOLE(5' 17.9 DIAMETER) VF 17.90 5828.27_ 2584 FURNISH&INSTALL STANDARD STORM MANHOLE RISER(4' 22.5 DIAMETER) VF 22.50 $408.89 2586 FURNISH&INSTALL STANDARD STORM MANHOLE RISER(5' 9.8 DIAMETER) VF 9.80 $500.25 2610 FURNISH&INSTALL TYPE 1 INLET(W/18"SUMP) EA 3,00 4 1.00 $3,092.00 $3,092 00 2612 FURNISH&INSTALL TYPE 1 INLET EA 3.00 3 $3,092.00 2614 FURNISH&INSTALL TYPE 3 INLET(W/18"SUMP) EA 4.00 4 $3,092.00 2800 CONNECT TO EXISTING STORM SEWER EA 1.00 1 $2,100.00 2820 ABANDON 8"-12"STORM SEWER LF 90.00 88.78 -1.22 $24.41 ($29.78) 2824 REMOVE 30"AND SMALL 690.96 STORM SEWER LF 695.00 -4.04 535.21 ($142.25) 2832 REMOVE STORM MANHOLES AND INLETS EA 12.00 12 51,282.00 2856 FURNISH,INSTALL,MAINTAIN AND REMOVE TYPE D INLET 22 PROTECTION EA 22.00 $94.50 2862 FURNISH,INSTALL,MAINTAIN AND REMOVE STONE / TRACKING PAD EA 2.00 -1.00 51.963.50 ($1,963.50) 2900 FURNISH&INSTAI_l TOPSOIL 6"DEPTH SY 2,790.00 3174.52 384.52 54.00 $1,538.08 2920 FURNISH&INSTALL TURF GRASS SY 2.395 2405 10.00 51.26 $12.60 2922 FURNISH&INSTALL NO-MOW FESCUE SY 395.00 395 $2.31 2926 FURNISH&INSTALL TREES EA 27.00 . 25 -2.00 $441.00 ($882.00) 2928 FURNISH&INSTALL SHRUBS EA 81,00 97 16.00 $45.15 $722.40 2932 FURNISH&INSTALL CLASS I, '.. URBAN,TYPE A EROSION 2780 CONTROL MAT SY 2,790.00 -10.00 $1 37 ($13 70) 2933 FURNISH&INSTALL BIOFILTERS LS 1.00 1 520,720.00 2990 EXCAVATION SPECIAL(STORM) 396.12 TON _ 1,100 00 _ -703.88 526 25_ ($18,476.85) Page 2 of 4 CONTRACT:13-01 CHANGE ORDER#1 Rev 2(12-17-13) 2992 BENTONITE SLURRY DAM __ (STORM) EA 1.00 1 $1,575,00 3030 FURNISH&INSTALL 8" SANITARY SEWER NEW LF 143.00 143 $76.91 3100 FURNISH&INSTALL STANDARD SANITARY MH(4'DIA.) 9,5 VF 9.50 $616.29 5001 FURNISH&INSTALL CONCRETE CAP ON EXISTING 413.29 UTILITIES LF 280.00 133.29 $47.25 $6,297.95 5004 PULL BOX 12"X36" EA 2.00 2 3387.50 5008 PULL BOX 18"X 36" EA 4.00 3 -1.00 $393.75 ($393.75) 5010 PULL BOX 24"X 42" EA 20,00 19 -1.00 $80175 ($603.75) 5012 COMMUNICATION VAULT 30"X 48"X 36" EA 4.00 4 $1,575.00 5014 ELECTRICAL VAULT 30"X48"X 36" EA 1.00 1 $1,575.00 5100 1"SCH 40 PVC CONDUIT LF 3,660.00 3660 $4.20 5102 1"SCH 80 PVC CONDUIT IF 425.00 425 $4.20 5120 2"SCH 40 PVC CONDUIT LF 2,340.00 2340 $5.25 5130 3"SCH 40 PVC CONDUIT LF 2,775.00 2775 $6.30 5132 3"SCH 80 PVC CONDUIT IF 35.00 35 $735 5140 4"SCH 40 PVC CONDUIT LF 4 240.00 240 $8.40 5270 10 GAUGE RED COATING LF 4,200.00 3288 -912.00 $0.63 ($574.56) 5271 10 GAUGE BLACK COATING LP 4,200.00 3288 -912.00 $0.63 ($574.56) 5272 10 GAUGE GREEN COATING IF 4.20000 3288 -912.00 $063 ($574.561 5260 12 GAUGE RED COATING LF 1.160.00 1105 -55.00 $0.53 ($29 15) 5281 12 GAUGE BLACK COATING IF 4. 1,160 00 1105 -55.00 $0.53 ($29,15) 5282 12 GAUGE GREEN COATING LF 1.580.00 1475 -105.00 $0.53 ($55 851 5402 CAT5E 4 PAIR TWISTED U.G. LF 15,77500 15015 -760.00 $0.53 ($402 80) 5450 SINGLE HEAD LIGHT POLE EA 23.00 23 $315.00 5452 DOUBLE HEAD LIGHT POLE EA 5 00 5 $367.50 5500 FUSE HOLDER EA 68.00 68 $10.50 5512 5A FUSE EA 68.00 66 $5.25 5550 TYPE 5 LIGHT BASE EA 16.00 15 -1.00 $656.25 ($65625) 5552 i TYPE 2 LIGHT BASE EA 9.00 7 -2.00 $708.75 ($1.417.50) 5558 TYPE 2 MODIFIED LIGHT BASE EA 4.00 4 $918.75 5602 14 GAUGE STRANDED LF 1,225.00 0 -1,225.00 50.53 ($649,25) 5606 14 GAUGE TWISTED LF 1,200.00 0 -1,200.00 $1.05 ($1,260.00) Al FURNISH&INSTALL FENCE IF 550.00 0 -550.00 $74.30 ($40,865.00) A2 FURNISH&INSTALL CANTILEVER FENCE GATES EA 6.00 0 -6.00 $10,282.00 ($61,692.00) A3 FURNISH&INSTALL SWING FENCE GATES(WIRING IN _ EA 1.00 0 -1.00 $3,398 00 ($3.398.00) (BID ITEMS 1001-$508,Al,A2.A3)-SUB TOTALS $60,777.98 ($163,931.72) ADDITIONAL WORK REQUIRED: C.O.#1 ITEM BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN NUMBER DESCRIPTION CONTRACT UNIT QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE PRICE Placing/Compacting Imported 10001 Structural Fill(Main Building Debris Area) CY 0.00 1124.17 1,124.17 $ 350 $3,934.63. 10002 Additional Street Sweeping(Main Building Debris Area) HR 0.00 24.00 24.00 $ 155.00 $3,720.00 Intermediate Lane Restrictions on 10003 Church Avenue(open each weekend) WK 0.00 11.00 11.00 $ 254.50 $2,799.50 10004 Water Well Abandonment LS 0.00 1.00 1.00 $ 899.00 $899.00 Additional work required to 10005 reconnect Safety Building Roof Drains LS 0.00 1.00 1.00 $ 3,995 25 $3.995.25 10006 Church Ave Repairing 20"Water Main/Slurry Fill/Downtime LS 0.00 1.00 1.00 $ 20,149 20 $20,149.20 10007 Furnish Install Type 2 Light Base (10 foot depth) EA 0.00 3.00 a.00 $ 990.77 $2,972.31 10008 Thickened Edge Sidewalk/155LF Handformed Curb/Misc reinforcement and bonding Agent LS 0.00 1,00 1 00 $ 3,586 50 $3,586.50 10009 Electrical Service Tunnel Repair LS 0.00 1 00 1 00 $ 559 43 $559.43 Page 3 of 4 CONTRACT:13-01 CHANGE ORDER#1 Rev 2(12-17-13) 10010 8"Concrete Pavement base in place and grading SY 0,00 309.20 309.20 , $ 50.83 $15,718.64 10011 Additional Tree Removal/ Disposal EA 0.00 1.00 1.00 $ 318.00 $318.00 10012 Algoma Blvd.additional pavement Removal and Replacement LS 0.00 1.00 1.00 S 6,802.60 $8,802.60 Furnish Install-Geomembrane 10013 Liner extension BioFilter C to D/ Additional Boot Connection LS 0.00 1.00 1.00 $ 2,044..25 $2,044.25 Furnish Install-4 to 6 Inch 10014 diameter Rip Rap Stone Material and plastic edging(BioFilter C and D) LS 0.00 1.00 1.00 $ 4.410.00 $4,410.00 10015 OPD ADA Access Ramp Repair LS 0.00 1.00 1.00 S 281.18 $281.18 10016 Relocation of Parking Lot ADA Ramp In front of OPD LS 0.00 1.00 1.00 $ 1,269.76 $1,289.76 10017 Biofiltration Areas A and B Silt Sock modification LS 0.00 1.00 1.00 $ 5,082.00 $5,082.00 10018 Protect Truck Route Infractions EA 0 00 8 00 am $ {200.00) ($1,600.001 10019 Communications Crossover-pipe underpass LS 0.00 1.00 1.00 $ 1,898.00 $1.808.00 10020 Additional Curbing and Sawcutting of pavement in northeast corner of Parking Lot LS 0.00 1.00 1.00 _ $ 2,505.89 y $2,505.89 (BID ITEMS 10001 -10020)-SUB-TOTALS $81,344.14 $0.00 NET INCREASE TO CONTRACT 13-01 $142,122.12 NET DECREASE TO CONTRACT 13-01 ($163,931.72) r3semne - NET XXCREASE TO CONTRACT: ($21,809.60) Page 4 of 4