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Home My WebLink AboutChange Order No 1 (Final)- Highway LandscapersCity Oshkosh March 31, 2020 Tim Pagel Highway Landscapers 1900 Bohm Drive Little Chute, Wl 54140 RE: Change Order No. 1(Final) Contract 19-01 Dear Mr. Pagel: RECEIVED APR 16 2020 CITY CLERK'S OFFICE Enclosed is an executed copy of Change Order No. 1 (Final) between the City of Oshkosh and Highway Landscapers regarding the abovementioned project. If you have any questions, please call our office at (920)236-5065. Sincerely, es Rabe, P.E., CPESC Director of Public Works JEH/tlt Enclosure: Change Order No. 1(Final) cc: Pam Ubrig, City Clerk (w/original) Jennifer Messerschmidt, Assistant Finance Director (w/copy) File (w/original) I:\Engh,aeing\201900N Cr3\39-01 W Waukau Ga1hapatrk\ProjecL1nfovnadon\Contract Page 1 of 1 Wo\Change Orders\19-01 Rx ted tb i1(Fiaal)Ltr_331-20.doa City Hall, 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-113o htip://www.ci.oshkosh.vri.us TO: HIGHWAY LANDSCAPERS 1900 BOHM DRIVE LITTLE CHUTE, WI 54140 CHANGE ORDER #1 (FINAL): DATE: MARCH 2, 2020 Your present contract with the City of Oshkosh, Contract No. 19.01, awarded August 27, 2019, is hereby amended and changed as follows: NET DECREASE TO SECTION I: NET DECREASE TO ALTERNATE: NET INCREASE TO ADDITIONAL WORK: �ECti��9 MPS 161oC'VOV�lgS e0 *`S�oty$�� OS NET INCREASE TO CONTRACT BID TOTAL CO # $940,235.77 $21,365.16 CONTRACT TOTAL $961,600.93 CITY OF OSHKOSH City Manager i Cl Appr d and accepte v 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. v Comptro r Approved as form: City Att ey ($8,647.58) ($1,602.00) $31,614.74 $21,365.16 TOTALS $940,236.77 CONTRACT 19-01 CHANGE ORDER #1 (FINAL) 119-07 NET UNIT INCREASE IN DECREASE IN CONTRACT INSTALLED NET PRICE CONTRACT PRICE CONTRACT PRICE ITEM DESCRIPTION UNIT QUANTITY QUANTITIES INCREASE DECREASE NUMBER r.A^in7nfinn' comolete as 1 Lump I I J4 nn $90,000.00 Lsphalt sidewalk and Square idveway; complete as ecified Feet B" concrete pavement removal and replacement; including sawing; pavement ties; dowel bars; bond breaker; integral curb and lfine grading; turf restoration; uare and traffic control; complete Sq a_ as (concrete pavement) -single Square $0.01 $0.19 visquine; complete as yards 1,100.00 1,118.50 18.50 380 s ecified Cold weather covering (concrete pavement) -double Square -1,100.00 $11 $0.01 visquine; complete as Yards 1,100.00 0.00 382 s ecified Cold weather covering (concrete pavement) - double visquine with 6" hay; Square 0.00 -1,100.00 $1 $0.01 1384 cam late as s ecified Yards 1,100.00 Up -charge for late season cold weather concrete Cubic $15.00 $801.00 pavement; complete as Yards 200.00 253.40 53.40 1390 s ecified 6" concrete sidewalk/ driveway/ramp with 3" CABC $3,01 and grading; complete as Square 4 Ana nn 1.056.00-353.00 $8.50 (sidewalk) - single visquine; I Square complete ass ecified Feet Cold weather coveringSquare leieiowalk) - double visquine; sidewalk) - double visquine Nith 6" hay; complete as Square specified Feet Up -charge for late season cold weather concrete Cubic sidewalk; complete as tV10" CABC and grading; I Square n late as ecified Yards vement markings; epoxy; (white); complete as Linear wee. 1 1 1 Page 1 of 5 CONTRACT 19-01 CHANGE ORDER #1 (FINAL) CONTRACT INSTALLED NET - INCREA ITEM DESCRIPTION - - __ UNIT _ --QUANTITY QUANTITIES NUMBER Pavement markings; epoxy; 4" (yellow); complete as Linear 500.00 0.00 1975 s ecified Feet Furnish and install 12" RCP Class V storm sewer; Linear 89.00 93.40 4.4 2005 com late ass cified Feet Furnish and install 15" RCP Class V storm sewer; Linear 53.00 53.00 2008 com late as s ecified Feet Furnish and install 27" RCP Class V storm sewer; Linear Feet 108.00 100.00 2020 COm late as s ecified Furnish and install 36" RCP Class V storm sewer; Linear Feet 9.00 9.50 0. 2026 com late ass ecified Furnish and install standard storm sewer manhole (5' diameter); complete as Vertical 6.50 5.22 2202 s ecified Feet Furnish and install standard sewer inlet manhole (5' at diameter); complete as Vertical 7.50 5.87 2214 s ecified Feet Fumish and install Type 'I _ , nn 1.00 Type D inlet In; complete as Each 6.00 8.00 d install; maintain; and silt fence; complete Linear 672.00 427.00 ;ified Feet install; maintain; and : turbidity barrier; Each 1.00 0.0C :te ass ecified i and install turf grass; Square 240.00 240.0( ;teas s ecified Yards h and install Class I; Type A erosion I mat; complete as Square Yards 240.00 240.0 tact ,h and install medium I with filter fabric; Square Yards 60.00 214.0 late ass ecified ive 30" and smaller sewer; complete as Linear 292.00 292 Fled Feet we storm sewer ioles and inlets; Each 6.00 6. Sete ass ecified ,act to existing storm :r main; complete as Each 1.00 1 .ified tact to existing storm :r manhole; complete as 1.00 1 ;ified Each iove old structure STA Lump nn 1 NET UNIT INCREASE IN ,RIASE - PRICE CONTRACTPRI Page 2 of 5 CONTRACT 19-01 CHANGE ORDER #1 (FINAL) CONTRACT INSTALLED NET NET UNIT INCREASEIN DECREASEIN ITEM DESCRIPTION UNIT QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE NUMBER Excavation for structure culverts B-70-325; complete lump f nn $10,500.00 run; complete as >rotective surface treatment; Square :om late ass ecified Yards ldhesive anchors - No. 4 )ars; com late as ecified E. cEach oncrete masonry culverts; Cub c com late ass ecified Yards High -strength bar steel reinforcement - structures; reinforcement - :ures; complete as fled Ig steel - Type NY. Mete as specified erproofing; complete as 1 Square :cified Yards e underdrain; wrapped - inch (15); complete as Linear ;cified Feet ,..e,neu fahrie -Tvoe C: Squad sewer (new); Linear s asspecified Feet and install standard sewer manhole (N I); complete as Vertical d Feet and install 10" x 6" sewer factory wyes complete as ;d Each i and install 4"I6" y sewer lateral (relay); Linear :te ass ecified Feet i and install sanitary lateral marker balls; ,te as s ecified Each h and install clay com late ass ecified Each In and install ction to existing 8" rv, sewer mains; Page 3 of 5 CONTRACT 19-01 CHANGE ORDER #1 (FINAL) ITEM I DESCRIPTION NUMBER Furnish and install 18" sanitary sewer open cut casing pipes; complete as Remove sanitary sewer manholes; complete as specified Remove samtarY sewer; water main (relay) with wrap; complete as UNIT CONTRACT INSTALLED NEi NET UNIT INCREASE IN DECREASE IN QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRIC Linear Linear iron water main (relay) with of rlate as p � p' com p Linear s ecifiaed Feet Furnish and install 16" ductile iron water main (relay) with polywrap and TR Flex restrained joints; complete as Linear 1 s ecified Feet Furnish and install 1" water service (relay); complete as Linear corporation and stop box; ons to existing 12" in; complete as Each and install 12" 45 ater main bend; e as s ecified Each and install 16" 45 ater main bend; e ass ecified Each and install 16" z 12" ain reducer; complete ified ffbend Each and install 12" water ate valve; complete asd Each and install 16" waterate valve; complete ased Eachh and install 24" waterasing pipe; complete Linearcifed Feeton water main on Westau Avenue; complete Lump 1 Y tr, 1 VV $21,421.77 ($30,069.35) SECTION I (ITEMS 1050 -4900) - SUBTOTAL: NET DECREASE TO SECTION I: ($8,647.58) Page 4 of 5 CONTRACT 19-01 CHANGE ORDER #1 (FINAL) ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET UNIT INCREASE IN DECREASE IN NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE COAITRACTPRICE CONTRACT PRICE ALTERNATE ITEM NUMBER DESCRIPTION UNIT CONTRACT QUANTITY INSTALLED QUANTITIES NET INCREASE NET DECREASE UNIT PRICE INCREASEIN CONTRACTPRIRICE DECREASE IN CONTRACT PRICE Unclassified excavation; Cubic $10.00 1200A com late ass ecified Yards 450.00 450.00 Furnish and install turf grass; Square 196.00 -34.00 $12.00 $408.00 2620-1 com late ass ecified Yards 230.00 Furnish and install no -mow Square 775.00 684.00 -91.00 $12.00 $1,092.00 2611A fescue; com late ass ecified Yards Furnish and install Class I; Urban; Type A erosion control mat; complete as Square Yards 230.00 196.00 -34 00 $3.00 $102.00 2632-1 s ecified Furnish and install concrete - ties block for channel lining; Square $76.00 2970-1 com late ass ecified I Yards 775.00 775.00 ALTERNATE - (BID ITEMS 1200-1 - 2970-1) - SUBTOTAL: NET DECREASE TO ALTERNATE: ADDITIONAL WORK REQUIRED: CO #1 ITEM NUMBER $0.00 ($1,602.00) ($1,602.00) DESCRIPTION UNIT CONTRACT QUANTITY INSTALLED QUANTITIES NET INCREASE NET DECREASE UNIT PRICE INCREASEIN CONTRACTPRICE DECREASEIN CONTRACTPRICE Tree and stump removal; 0.00 2.00 2.00 $6,000.00 $10,000.00 com late ass ecified Each Additional rebar for box culvert due to error in plan; Lump 0.00 1.00 1.00 $300.00 $300.00 com late ass ecified Sum Repair and replace railing; Lump 1.00 1.00 $4,306.00 $4,305.00 com late ass ecified Sum 0.00 Fabricate; galvanize; and install steel grate for the 36" Lump 1.00 1.00 $1,950.00 $1,950.00 S i e; com late as s ecified Sum 0.00 Excavate frozen road subgrade and backfill with 1 1/4" base aggregate; Lump 0.00 1.00 1.00 $13,400.74 $13,400.74 i. com late as s ecified Sum Time and materials to construct the box culvert during the cold weather cure Lump 1.00 1.00 $1,659.00 $1,659.00 5 period,complete ass ecified Sum 0.00 ADDITIONAL WORK REQUIRED CO #1 (ITEMS 1-20000 - 1-20005) - SUBTOTAL: $31,614.74 >u.uu NET INCREASE TO ADDITIONAL WORK: $31,614.74 NET DECREASE TO SECTION 1 ($1,602.00) NET DECREASE TO ALTERNATE ,6. $31,614.74 NET INCREASE TO ADDITIONAL WORK NET INCREASE TO CONTRACT: $21,365.16 Page 5 of 5