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HomeMy WebLinkAboutRESOLUTION NO. 2014-83 RESOLUTION NO. 2014-83 RESOLUTION TO APPROVE PAY APPLICATION NO. 7 FROM TAYLOR CONSTRUCTION,INC. FOR TINE FAIRFAX TRAIL ALONG- EAST SIDE OF UNNAMED TRIBUTARY TO PRAIRIE CREED.BETWEEN EAST CEMETERY ROAD AND FRONT STREET PROJECT IN THE CITY OF `AIRFAX,LINN COUNTY,IOWA. WHEREAS, the City Council of Fairfax, Iowa has contracted with Taylor Construction, Inc. for the Fairfax Trail Along East Side of Unnamed Tributary to Prairie Creek Between East Cemetery Road and Front Street Project within the corporate limits; and WHEREAS, flall and I-lall Engineers, Inc., has recommended approval of Pay Application No. 7 from Taylor Construction, Inc. for a current payment due of $230,053.48; and WHEREAS,this project is IDOT project number: STP-E-2462(601)-8V-57. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Fairfax, Iowa, to approve Pay Application No. 7 from Taylor Construction, Inc. for the Fairfax Trail Along East Side of Unnamed Tributary to Prairie Creek Between East Cemetery Road and Front Street Project and issue a check for$230,053.48. BE IT FURTIIER RESOLVED, by the Fairfax City Council of the City of .Fairfax, Iowa, that the Mayo: and. City Clerk/l:reasurer are hereby authorized and directed to execute said resolution. Passed and approved this 9th day of September, 2014. AYES: Beer, Frieden, Magers,and Wainwright DAYS: None ABSENT: Otto i Jason abe,Mayor ATTEST: Cynt is Stimson, City Clerk/Treasurer ; � � ,��, p " , ° e«d. N .ogpun+weir!®Adi$�®��`®M APPLICATION FOR PAYMENT APPLICATION NO.. 07 Project: Fairfax Trail.Along East Side of Unnamed'Fributary to Prairie Creek Between E.Cemetery Road and Front Street in the City of Fairfax Contractor: Taylor Construction,Inc. Project Number: STP-E-2462(601)--8V-57 7314 Columbus Street P.O.Box 110 Bid Letting Date: December 17,2013 New Vienna,Iowa 52065 Owner: City of Fairfax,Iowa. Original Contract Amount: $788,651,00 Revised Contract Amount: $855,219.50 Date: September 9,2014 Th^ e�on#tactor note a crve,in accordance uvtth t e provisrons�of khc�cnnkract documants,frereby requests�.T approval of this application forayment oin the following estimates of contract woek compfleted: Original Contract Work Completed $ 465,143.84 Materials Stored On Site Change Orders: t E, 'C,O,1 March 11,2014 7001 $ 969,00 7002 $ 220,00 7003 $ 70,00 7004 $ 300,00 C,O,2 March 11 L014 ,. 700 C,O.3 May 1:3 2014• r U iIT _.__ $ (111,40) m _ 8002 $, 146- 0 May 13,2014 8003 C.O,5 May 13,2014 7006 $ 5,878.60 7007 S 1,820.00 ... C.O.6 May 13,2014 7008 $ 684:00 7009 $ 1,Sfl0.001 May 13,2014 70.10 $ 2.100.00 C,O,8 August 12,2014 7011 � .,,..,.�.. 70 $ 5688,00 yy 7012 $ 11210.00 7013 $ 924000 1014 211.00 8004 $ 774,00 W 8005 $ 10,36750 8006 $ 792.,00 8007 $ 22,220,00 Total Change In Contract Amount from Change OrdersL$ 66,568,50 Total Change Order Work Completed $13,507,68 Total Complete and Stored to Date $ 478,651.52 Retainage 3% $ 14,359,55 -......... ......... ._........ . ...... .. ............ .............. ....... ......................- . ..... ......... . ................... ... .. ...... .. Total Complete and Stored to Date Less Retainage $ 464,291,97 Less Previous Payments $ 2.34,.238.49 Current Payment Due S 230,053.48 Distribution: Owner Engineer Contractor. Other Page 1 of 1 CONTRACTOR'S CERTIFICATION- The undersigned Contractor certifies, to the best of the Contractor's knowledge, that the above information and estimated values of completed work covered on this Application for Payment have been completed in accordance with the provisions of the Contract Documents,that all amounts have been paid by the Contractor for work for which previous Applications for Payment have been made and payments received from the Owner,and that the current payment billing requested is now due. Contractor's Authorized Representative; By; 1 _ Date: , ENGINEER'SlARCHITECT'S RECOMMENDATION; In accordance with the provisions of the Contract Documents and based on the Englneer'slArchltects on- site observations of the work included in this Application for Payment and teased on the Engineer's/Architect's review of this Application for Payment including the accompanying supporting data, and to the best of the Engineer's knowledge, information and belief,the wort{included in this Application for Payment`rs completed substant'safly In conformance with the Contract Documents and payment by the Owner is hereby recommended. Englneer's/Architect's Auth rizud �epresentativ By: %'' ; Date: 1 CITY OF FAIRFAX PAYMENT RECOMMENDATION- Payment to the Contractor is hereby recommended based on the Appilcation for Payment submitted by the Contractor and the Engineer'slArchitect's recommerdation. City of Fairfax Authorized R sentative: it IL r� ATTACHMENTS REQUIRED. 1. Line Item Schedule of Contract Values Summary,Amounts Completed This Period,and Amounts Completed To Date. Recommend use of AIA Document G703, 2, Line Item Schedule of Contract Materials Stored and Values (If applicable). ACCOUNTING USE ONLY: . . . .. . ......... ......................... .......... ........................ ......... ... . ......... ........................................................... Page 1 of I APPLICATION FOR PAYMENT APPLICATION NO,07 PI-clacC Faftim Tiall Along Saw 811.Of Ll,worve Trib.tary w PwIdo Creek FIr.jw Number;S01,L-240(60 1j-IIV-67 0.1twevi E,OmI Road and FruM Stntak in Dw City 0fFahfRx C.9ntmaor;7aylov Consirucli Inc, Bid LottInO Dan.:Decemlaer 17,2013 vIrIqIFeqr,Hall BNati enghvu'.I.* Oftinat C-t,.,;t Ann-Int: $788,651,00 R.vI-d Contract Amount: $855,21950 But.: Stplembw 9.2014 Original Bid Bid Price- This Period T.Dat. Line No, Item Numlerl Item ne-tI It..Unit Item OoIlam I Tohd 0 intity Amount OL-UN Amount C.'.Pl.t. Ouanti 0010 210140350002 CLEARINGANOGRUBONG UNIT 220,900 510.0 $2,209.00_ 0,000 50.00 220,90 32,209,00 too, 2112-271O970 EXCAVAPON,CLASS 10, 0020- RDAMWAY AND HORROk'l Cr 1.391)000 $649 S21'ags.40 0000 3,051.00 ji9,?OqAfi 513.0" 0630 2i92-466000 LocATINcTiLe LINES; STA. 21000 5500.00 $1'000.00 0000 40.00 0.00 $000 0.00% 2TtSd421JI TOPSOIL,FURNISH AND CY 490.003 S22.G0 $8,800,00 a I= 10-00 0.00 $0.00 U.00% 6040* SPREAD 2iYA425016 TOPSOIL,STRIP,SAI..VAGE. ry 730.000 COW AND EFREAD 53-sa U.!yfiI "odn $0.00 365.00.. s.7777 .1'277m 6ax0j5 21131-0426020 CCKIRACIING,9ACKFIIA AUJACE4n70 BRIDGES,CULVERTS OF ry 250'000 we, Vxoo no VIVO() MITI) 51,00 3408.00 20.403e 00169 18FRUCTURtS 2101,0818000 GOMPAC110N WITH 00701 qPNscXCc1 7 CY ?J060,O)" U'w '55'moo 01000 $0.00 2,692.00 $6,1184 00 Soka% 0,160 2113-001111 suaORI STABILIZATION S7, 9,000.00 S2,� 52.�2SLU 0,000WOU 0.00 $0,00 0.00% N I quy N.GP.-01-0 LIL�41(LOIYI*MODtr[gDSRJSELAEj---r5000 0700 sI �01004= U900 2173,7410029$MQIJLVrR FINIDNUNU,SARIN $TA 26.700 S2'50x0 36,676.00 0,440 517.00 OXO Solon 6104% 27.10-0416790 MACADAM STORE PASer -N 7777..-� .0 5ILQU �M7777 ---Td 00 0.00 Oq W. ia---00I ---N---- DIV-2402.272Ov60 EXCAVATION,CLASS 20 CY j 47D 000 U SO 000 250,00 $25,000.00 53,19% 940 0130 JURIII �140 CONORSTE CY 112.200 54 3-i�%OOA STRU� 1 t56,558,100.05uQ0.0D 105.50 $54,290.00 96.70% 01 4 $5r710W 90.00"/2401-777,50M REINFORCING STEEL LU 1'"04.20) $L75 $9,678.30 i�508.wo $1.131.00 11,614,00 .1 . 2404.777505 REINFORCING STEEL,EPDXY Le 460.000 52.00 $920.00 322.000 $644.00 414.00 5828.00 90.00% 0154 coo,-IIED 0 2415-0100011)APRONS,CONCRETE,ia-I EACH 2.000 51,625ZD $2,260.00 1].000 go.oa 2.00 $3,26010 100.00% 4164 DIA. 2429-0000100 PRE-ENGINEERED STEEL EACH a 10" . �.000 MS306.500.00 0,6887 II SW6, -00 2JU4,OiO.2O 6.67 $204,010�20 6BLa?% 0'170'..'TRUSS TRAIL aI 220,.7 x 1,P-O (1180 zi1�54?5!m� -SW-513 EACH 2.490 $2 400= $418OQI00 0,06 T 40.00 ZOO $4 100.1)0:5 0190 I=i�MI042 PILES,STEEL,HP 10X42- .0 LF 3400 M.00 0000 $0.00 9000510.240.00.. 1-2".-D 1DO.D0% 260,-Ii47M42 CONCRETEENCASELIF!Cl- LF iKGQ6 WxG� $4560 00 0.000 $0.00 40,20 54.a74LGO T02.50% 0210 STEEL H PILES,MF'iO X 42[P10L TYPE 3; 0220 2601F335010 PSESORED HOLES LF. 0300 $273.0052442DO.W 0.565 $0.00 95.74 $23,557.5097.3 26034DI 4216 8TOII;N1 SEWER GRAVITY kv,IN TRENCHED REINFORCE])CONCRETE LF 164.coo WD $0,036.00 0.000 $0.00 160.00 $7,840,00 97.504 0230 PIPE incP},20D06(ULASS 110,18 IN 2240 21 ISS A SY 1.466.00 833.00 $52,41004.... 750,0013 52-8 2K q0 750.00 §?MUI 50.47% 6 TON 1C2!_(10n 325.00_I L6,go -_Rmw KOO 130.06 S3.865.68 7,513% Ra6RUATIONAL'FRAIL -Ly %1,4.6o $411,1344,00 0.000 $0.00 4D SO100 0.00% - . ............ 02'10 4011 g710u74 4L ZPFC'IAL COMPACTION OF STA 111300 INoODO 91,830,00GOOD $10) 0.00 60.00 0.110% FOR AECREAI ONN.TPAIL �Zfw OXXI 2G71!0-08101 D9I ECTA9t.�WARNlNg9 SP 20049 5711 400 9290 2510-6910000 SAFETY 0-03!�RZ D00_ 4,, 4159�. 0.000 6 0.06% �L- ...................._pC_ --- ... I -- 2519,%001@00 FENCE,GRAIN LINK,VINYL LF; 25D.000 MkO SR.702AO 0.000... 000 10.00 0:00 $O.UO 0.00% ,0300 COATED 0310 2519-32.8000 FENCE,FIELD OF I .234.000 J0.9 57.712.50 ).ADO $0.001 5.00 SOHO 0320 12519-XI0400 FIELD FENCE up.AcrPAwLs EACH GLOOD sgSoo s670.0ozo $01001 fi.DO $0.00'.... .0,00%- 0330 2519-3760000 LNTRAMCC BOLLARD EACH 6.0110 5I310JOI) 55,400AO 0.00 -SOGO OXIO SO.00 O.Ont4l - 257"275100 WOOD FOS IS FOR TWE A aR OF 0.000 $10.75 $645.00 0.000 WAS 0,00 som 0.0% 4340 a SIGNS.4 IN.X 4 IN 2524-9925001 TYPE A SIGNS.SHEET ALUMINUM Er 9.00 $26.50 $256.50 0.000 $0,00 0,00 so.GO 0.00% .... ....... 2527-9=09 PAINTED PAVEMENT MARKING,WATERBORNE OR SOLVENT- ETA SM 5700.00 51,760.08 0,000 $11.00 0.00 $0.00 O.DD% 01 8ASED 12702528-8446110 ITIArriccoNT11CL LUI 800 COO $1.00 580-0.00 133.340 $133.34 800,00 31100100 1 GO Do"S 0380 2533-490005MOStOZATICN LUMP 41,6uO.Uuu Si.uo 941,000.00 DODO $0100 41.000,00 $411.D40,011 100.00% 2501-2SEEDING AND FERTILIZING AURE 1,500 sum.00 537777.. 7777 7777. 7777.. .900.00 0.000 30.00 1.00 $000 000% 03RD (RI 201 20152 SLOPE F.ROI%I= SO 21U,00 $8.0 52,160.00 OLOOO $0.00 V.UO $0.00 O.ODIA .0400 1EXCELSIOR MA 0410 2601-2643300 N105IL17A RON FOR WATERING EACH 7777.16.000 $300100 $21.500.00 0,000 $Do(] 0.00 $0,00 0.00% 2602-6000306 P58IMEIER AND SLOPE, LF Qum vuo 10.60 0.000 $0,00 5DOU 5100.00 100,00% 0420 L�Iavfftottaz'M.'-6 jN-iI-- -1---,"$-1 - I - I --- 1tU2'0Qfl0a LF 00.000 7'100 S80.00 04GO SOAD 010 0430 0 $0,00 0100% I, I , . =1-0478I GONMTE ENCASEMENT OF Lf 40.000 5100.00 $4,000,00 D.000 woo 36,50 $3,66070 91.25% 0432 STEEL H PILES,HP 10 X$7(?IQL TYPE 3g I I I TOTALED) (ITEMSI QUID TRROUGH 04321 $788,65t.-0t) $237.169.54 5465,143.94 58.90% MATERIALS STORED ON SITE Line No. It-NuI Item Beac,liatinn Item -t Item-I Unit D.11.ys Tot.[ TOTAL MATERIALS STORED CHANGE ORDERS ThiFdd T.Date Lin.N., Item Number f I'm D-Aptl.n It..OURpSeem allors T.1 ou.',rIy Amount quantity AIT.-Int 'I',Complete quaOtE 799'1,....fl6c0:2107 2710070 EacFVaflrn.Crays 10, cy 16V.000 50,48 s2so.00 DOC $c.00 QUO SOJI00 0.150% 9040: jp 1 110,00 0100 cle 10ml $2-00 $220.00 0,00 -LIEroub- 7903, cy 26.066 53,54 $70.0 0.00 SO�00 10,00 o5'00 50.D0-/. -1- 7004, 0670107 Cy 190.000 UPI $10(T6) 0.00 0.00 $0,g0 O.X% --:... .....- zz"':--- i _io 1 Q--7-FMT-b- IN&I 0.0 100.0% 90173 Pdce Cra ss'Sf...DyvWUL rtieor�t~a wo r CY CMC I I $2C1"ld$ 00--...,, �, sO,97J &3.iZ. &'d'S190_ __62f.iw7°lo '�* .w........,. ru4a 9929 z10lsr1ao79r�asy46arhclaa» 9 g ,. ,4;9643,..,,,._. 'fla �s�, k.„ ..r4 . rp ua�auo S�roaao_n_ IY010 21JP118"7W1UO Cv'nper2�an ryM'nR0 � 7007" CY 010.000 .�..$2,06~I-�51X0.1wCA0 $01011 1410.00 S'1,F12O 00 i00M n« C.O.Nu,8 ......... ._.._. .--.............m...... .»... ,,,�»,,.,... 7008 643%2'501-02 0 T057 PH-6twi,NP IDX5' 1.0 19.0149 MOO $0944 CM SOAO 18.33 5861.08 98.74A Extensions for hehh PMS, 2501A3P%Veldnd SpIkefor North Per HFSteel '�M $1.BCn.CA OAC U.00 300.00 7009 pile Em..ons EA CF9A96 4'. $1,flOC 00 400.00% C.G.No,7 1010 0120:2402.272000C RcxkC-til.Class 29 fn Cl• 80.9 SC:A 90 52,109.00 0.00 510.00 6.60 52,160.00 S00.GOh llnaanl'clfvf .u`a d!Ean a15,pier C.O.No.$I 7011 0026'27022730670Excava0c,t.Ciaxsin, OY er,,pC9a 57.51 55,eB3.00 0.00 $0.66 090 "40,00 C.9D% Roadway 8 danow a', j 7012 nlo:219s_as2.ToP"%Famhh&9-d CY 50,06n 524.26 5t,2tO.90 0A0 5D:60 CAO 50,00 0.00% 7013 62502507 `Ont Ravalmena,C�-E TON 3f,0.0Ln .520.©D 53,29e,0C 0.00 .110 000 B0-00 0.004 0120;2602-47'..0:-06 Aerimslsrand S""e j 7014 Srdln[enl CartVol Ceviva,6'❑lamnlot LIP 80.000 $7.75 5270D6 O.CO $0.00 0.00 $0.00 0.00% 8008 Clash Se3anynl T1,11 imskea and 19-Dia.-W EA a.CO 5385.06 $770.0.] 0.00 $0.00 0.40 SOAO OAO$6 ACP Slum sewer,Olagssa ai al Sita _ BOOS ''i1'caaem Slana.llsrL tottk01lmo SmwAmny 7SIN fi59.CC4 595.95 - SiC.1E375;1 0.00-- 50.00 0.00 $O.6a 0.06°1- 1n Iha Embe men$.,.,,t, t _ .,.x W...»....._..S15..35 .�..W. j 4m 1 E Revatmaoi Re",.ar r4.e. 8046 v TON 80.440 $13,20 Y737.011 0.00... $0.00 0.00 MOO CIA^ Remove WadiMCPlI Sad Deli 14 flgnl u0 ^7e1 8007 j 4nn V LUMP 21J.20 000 5100 $a2/4006 0 UO... 5000 O,OO 40100 000% raTA�� REVISED CONTRACT TOTAL AFTER ALL C.O,)IF ANY) SBES,219,50 $485543.84.. QKIGI NAL CONTRACT WO RK CO MP ETEO $0.00 MATERIALS STORED ON SITE $13,507.68 "ROTALCHANGE ORDER WORK COMPLETED 'Items to he pe Ed per the signed Contrast Quantity Agoe�ameat„811412014. 6478,01.52 '';TOTAL 3.00% $14,350.55 RETAINAGE 5461294.97 .TOTAL LESS RETAINAGE 5774 23a.d9' LEf},PREVIOUS PAYMENTS I� .............. .............. ......... ...... .......... .......... ............ ............ ......... ....... ... ........... . ................ .... .... ............. ......... Page 2 ore