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Home My WebLink About2017-08-21-J01N SE Westown Pkwy Extension, GPP Greenbelt Weirs_Pmt Est 51,l► Waukee i■f r THE KEY TO GOOD LIVMG AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: August 21, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 5 to McAninch Corporation for the SE Westown Parkway Extension and Grand Prairie Parkway Greenbelt Weirs SE Parkview Crossing Drive to Grand Prairie Parkway Project in the amount of $333,807.83 FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: McAninch Corporation has requested Payment Estimate No. 5 for the work completed on the SE Westown Parkway Extension and Grand Prairie Parkway Greenbelt Weirs SE Parkview Crossing Drive to Grand Prairie Parkway Project in the amount of $333,807.83, Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. Partial Payment No.5 is for work completed from June 29, 2017 to July 31, 2017. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $333,807.83 COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 5 ATTACHMENTS: I. Partial Payment No, 5 II. Letter of Recommendation PREPARED BY: Beth Richardson/Rudy Koester REVIEWED BY: John Gibson PUBLIC NOTICE INFORMATION — NAME OF PUBLICATION: DATE OF PUBLICATION: Foth August 2, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #5 SE Westown Pkwy Extension and GPP Greenbelt Weirs SE Parkview Crossing Dr. to Grand Prairie Pkwy Dear Mr. Gibson: Attached please find a detailed Pay Request for City Council approval on August 21, 2017 Submitted Quantity • 0.12 LS of Item 1.1, Construction Staking • 12,727 CY of Item 2.4, Excavation Class 10, Borrow • 9,099 SY of Item 2.6, Subgrade Preparation, 12" • 572 LF of Item 4.1, 15" RCP Storm Sewer • 329 LF of Item 4.2, 18" RCP Storm Sewer • 1.0 LS of Item 4.14, Video Inspection of Sewer and Culverts • 1,110 LF of Item 5.1, 12" PVC Water Main • 187 LF of Item 5.2, 12" PVC Water Main, Restrained Joint • 912 LB of Item 5.3, Water Main Fittings • 3 EA of Item 5.4, 12" Gate Valve • 1 EA of Item 5.5, Valve Box Adjustment, Minor • 4 EA of Item 5.6, Fire Hydrant Assembly • 1 EA of Item 5.7, Removal of Hydrant Assembly • 0.25 EA of Item 6.1, 84" Dia. SW-401 Manhole • 0.50 EA of Item 6.2, 72" SW-402 Manhole • 2.25 EA of Item 6.4, SW-501 Intake • 1.50 EA of Item 6.5, SW-503 Intake • 2.25 EA of Item 6.6, SW-505 Intake • 1.50 EA of Item 6.7, SW-506 Intake • 1.0 EA of Item 8.7, Handhole Type 3 • 2, 435 LF of Item 8.10, Conduit 2" • 0.12 LS of Item 9.7, SWPPP Management • 288 LF of Item 9.8, Silt Fence Installation • 1 LF of Item 12.5, Ornamental Metal Railing • 0.1 LF of Item 12.11, Ornamental Metal Railing • 6,765 SY of Item Al.1, Modified Subbase, 6" •-1,127.5 CY of Item A1.2, Excavation Class 10, Borrow 8191 Birchwood Court, Suite L Johnston, IA 60131 Phone: (515) 264-1393 Fax: (515) 254.1642 We have reviewed the submitted quantities and they appear to be in order with what has been constructed in the field. If City Staff concurs with this payment, we recommend the City of Waukee pay McAninch Corp. of Des Moines, Iowa in the amount of $333,807.83 for the work completed to date. Please let me know if you have any questions or need additional information. Sincerely, Fothh Infrastt\rJucture and Environment, LLC Joshua C. DeBower, P.E., Lead Civil Engineer Encl: Pay Request #5 dated 08/02/17 C:\pw workdiApw ie\jcd\dms03954\Ltr-2017-0802-SEWestownPkwyExtension-Recommend PayApp5.docx 8/2/2017 =, Waukee Public Works Department 805 University Avenue / Wauke, IA 50263 v_ Phone (515)978-T920 Fax (515) 987J979 Waukee ly Yrg4YY »M Contractor: MCAninoh Corporation 4001 Delaware Avenue Des MOINS.' IA 50313 Phone (515)26]-2500 PAY REQUEST 5 PrAn'Title BE Wesbwn Pkwy Erlens ion a rd GPP Gicen ledt Weirs Be Parkvlew Clossln D 1 IO Gr..J metric Pkwy WeUNPe IA Pm'eq File Ne. prefect NuIn bet 1dVA21.02 Purchase Order Number ON9. Contract Amount &Dole $2,933,28038 waxiT Page. to Proceed Date W1712017 Estimated Completion Date 9NMD17 Pay Period 6129=17 in 7/3112017 Pay Request Number 5 Data WaDall Contract lD BID ITEMS Item No. Item Lode Description UnX ESL 01y Out Price Extended Price Ouan(ty CarpetedComplotetl Value DIVISION 1 -GENERAL tt 1090.A-1000 CONSTRUCTION STAKING L$ 1 $11,]00.00 $11,]DOOD 062 $]25400 1.2 1090A.2000 MOBILIZATION Ls 1 1 E11460000 $114,600 001 100 1 $114600.00 DIVISION 2 -EARTH WORK, SUBGRADE AND SUBBASE 2.1 20104100E CLEARING B GRUBBING LS 1 53.80000 $3,00 OD IGo $]0000. 22 2010�D 1D00 TOPSOIL, ON SIZE CY 3,634 $5]5 *20895. 50 18180D 1104531. 2.3 2010-E 1000 EXCAVATOR CLASS IO. ON SITE CY 9.54] SSW 140.116.0E 954]00 $on IV 80 24 2016E 2000 EXCAVATION CLASS 10. BORROW CY 58, 283 $8. 18 53569000E 502830E $356,90000 25 2010E-1024 BELOW GRADE EXCAAh TON(CORE OUT) CY 1127 $800 $173200 000 SC Ed 26 2014G-lO12 SUBGRADE PREPARATION, 121N. 6Y SWS $3 E9 $20, 115.91 gogew $28.III 91 DIVISION 3 -TRENCH AND TRENCHLESS CONSTRUCTION 31 DEWATERING LS 1 $2400000 52440000 1no $2400000 DIVISION 4-SEWERS AND DRAINS 4.1 402OA 1015 STORM SEWER, TRENCHED, RCP, CUSS V, 151N. LF $72 Y18.00 $14.616.00 57200 $44.61600 42 402OAmia STORM SEWER, TRENCHED, RCP. CLASS V, IV IN. LF 120 $anon S2g,12000 32900 526,32000 4.3 4020A1560 STORM SEWER, TRENCHED, FOP. CUSS III. Go IN. LF 25 $358,00 $8.95000 24.Do SS512,. 4.4 4023-A 1072 STORM SEWER. TRENCHED. RCP. CLAS5111, 11 IN. LF 114 $46]EO $53,238.00 Hong SIR JEa. 45 4020 A 2051 STORM SEWER, TRENCHED. RCAP, CI -ASS A111. 51"X32" LF 1. $2213. $30,552 So 1340E $3055200 46 PIPE APRON, CONCRETE. 51'X32"ARCH EA 1 $3,48600 $3,48a 00 1.EE S34ea00 47 4030.E-1072 PIPEAPRON, CONCRETE,72 IN. EA 1 $5.96400 $5114SIT 1Be SS III 48 4040-A1004 SONORAN, PV4(WAUKEE SPEC FICATONS), 41N. LF DES $1630 S10, S39.50 665.00 $10,839,50 4.9 404OA1006 SUBDRAIN, PVC, CASE D(WAUKEE SPECIFICATIONS, 6 IN. LF 2.362 $1840 $43,1.SS OOE I. 410 4040.G1000 SUBDRAIN UEANOUT TYPE A 1 EA 6 $35'/.00 $2, 1420E 300 $1,0]1 Ed Lfl 4040.0100E SUBDRAIN CONNECTION TO INTAKE OR STORM SEWER EA 1] $255.110 54,1350E 1,0E $255.00 412 4040.0.2000 SUBDRAIN OUTLET, Me RODENT GJARD EA 1 $357g0 1057.00 000 5000 4,13 FIELOTLE ANDENTINGS, PVC, UNSPELIFIEDDIA IT an $1100 $1 Are an I TOO In.a0 414 4060B-1000 VIDEO INSPECTION OF STORM SEWER AND WLVERTS LS 11 $2.910001 $2,910.00 1.00 $2,910.00 DIVISION 5 - WATER MAIN AND APPURTENANCES 5.1 501OA'all WATER MAIN. TRENCHED, PVC C900, DR 1S, 121N. I LF 1 1.110 1 $3300 $3S,AW I0 I 11100E 536,63000 52 5n1AAg112 WATER MIN. TRENCHED. 1VCC900 DR 1e, 121N.. RESTRAINED JOINT LF 10] $4600 $89I600 NOES $8m An 5.3 5010C-1W0 WATER MAIN FITTINGS LB 912 $S.OD Seem 0 9120E $4560.00 5.4 5020A1012 VALVE. DATE. 121N. EA J $1.930W $5.817.00 3.00 $5,81700 5.5 VALVE BOX ADJUSTMENT, MINOR EA 1 $98300 Sees 00 1.0E RAI 56 SEGO C-1W0 FIRE HYDRANTASSEMBLY EA 4 $4,29300 $17,17200 4So $1117200 5.7 HuRc-l50 REMOVAL OF HYDRANT ASSEMBLY EA 1 V.use IS $1 p58ml 100 S1ASa 00 PR6301]-0i315E B1.1-Ple. sAmIlargh. msmnuri:[wee�..eMunw.am Page 1 of DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWER Bt 6010-AHGN MANHOLE. STORM SEWER, SW401, 841N. EA 1 $816000 $5LABOR 1W S6'UF00 6.2 6010 A-207s MANHOLE. STORM SEWER, SWABS. 72IN. EA t $9.9]].OD $89]].00 1DO $9,W]00 63 6010 AFLOS MANHOLE, STORM SEWER,$W404, BX9 EA 2 $31,]]000 $6354000 200 $83.54000 6.4 fi01OS1501 INTAKE. SINGLE GRATE, SAM 501 EA 3 $2.1 B500 $B, 585.00 225 $1,938.]5 B5 601081503 INTAKE. SI NGLE GRATE WITH MANHOLE, NVFGG EA 2 $4.s.Go SES2.00 1.10 $6.459.00 08 SOIO B-1505 INTAKE, DOUBLE GRATE SAFOO EA 3 $3.47000 $10,410.00 225 $].60].50 6.7 INTAKE. DOUBLE GRATE WITH MANHOLE, SW 506 EA 2 E6269.00 $12578,00 150 $9.43350 08 BOt0-E-1100 MANHOLE ADJUSTMENT. MAJOR EA 3 E3640.00 E10.92000 000 $000 69 NUDATIDDO REMOVAL OF MANHOLE OR INTAKE. STORM EA 4 $4.320.00 $17,28000 4. $17.28000 DIVISION T - STREETS S RELATED WORK 7,1 7010-A-1090 I PAVEMENT, PCG CLASS C, 91N. 3Y BI GO $55AO $450A5000 000 50.00 7.2 7010 A 2090 PAVEMENT, REINFORCED PCC, CLASS C, 91N. BY 299 $7000 $20,93OX 000 IF 00 73 7010i1000 PCC PAVEMENT SAMPLES AND TESTING LS 1 $227000 $2.270.00 BAR 5000 74 ]03DL-1006 SHARED USE PATH, PC461N, 3Y 1,418 53550 $50.33000 0:00 5O00 7.5 70ALD1012 SPECIAL SUBGRAOE PREPARATION FOR SHARED USE PATHS, 121N, BY CAU $315 $6,43660 0.00 $000 26 ]DSO E-1004 SIOEWALK PCC. 4 IN. SY 725 $34.50 $25.01260 000 V. Z] 7030-E-1006 SIDEWALK POD, 61N. BY 53 $4800 $2,544,00 000 $O.DD ZB 7030-G5000 DETECTABLE WARNINGS 3F 60 $4300 E2,58000 000 $D. 19 7040 H-1000 PAVEMENT REMOVAL BY 95 $1550 $1,472,50 000 $000 DIVISION 6 - TRAFFIC SIGNALS AND TRAFFIC CONTROL B1 POSTS FOR SIGNS, STEEL LF Go $12. $2,BOOM 0.00 E000 8.2 TYPE ASIGNS SF NN $1850 $2,608.50 BOB 5000 8 3 PAINTED PAVEMENT MARKINGS, DURABLE STA 85 $1330D $11,289.04 000 $OBO 6.4 PAINTED SYMBOS AND MARKINGS, DURABLE EA 24 $04,00 $4,896,00 0,00 wUT 8.5 PAINTED PAVEMENT MARKINGS, WATERBORNE $TA 9 $87.00 $]0].34 000 5000 B6 TRAFFIC CONTROL US 1 $GAG SOA50.00 000 5000 87 HANDHOLE. TYPE III. 30' X 48" EA 3 $1.02000 $3,0600R 100 8102000 BB FIBER TERMINATION PANEL, 48 POSITION. RACK MOUNT EA 2 BIG000 $1,02000 000 SO OF BB FIBER OPTIC TERMINATIONS EA 72 53000 $259200 000 500s 8.10 CONOUIT 2IN, PVCA DPE LF 3,]t5 $B 6] 1 "Z209,051 2435.00 1 $21, 111.45 8.11 TRACERWIRE LF 4.050 $0.36 $1,468 SIT 000 $O.00 8.12 PULL ROLE LF 4,050 $0.15 $50750 000 5000 8.13 TZ$INGLE'MODE FIBER OPTIC CABLE CRY CORE LF 4,as. $180 $8,370.00 ODD $0.00 8.14 TRAFFIC SIGNALILATION LS 1 $10,26080 $10.280.00 OD0 $s. .15 LIGHTING LB 1 SGODD000 $aRDON.00 V. 5000 DIVISION 9 - SITEWORK AND LANDSCAPING 91 9010A-1300 CONWIREONAL SEEDING B MULCHING. TYPE3 ACRE 44 $76500 53,38800 143 $?09395 9.2 901OA-1700 CONVENTIONAL SEEDING B MULCHING, WETLAND SEEDING ACRE 00 54,00000 $am 0.00 E000 BS SUBFIS100 HYDRAULIC SEEDING, FERTILONG 8 MULCHING, TYPE t (PES& LAWN MIXTURE) ACRE 10 52.55800 $2.55000 000 $000 94 901OB-1400 HYDRAULIC SEEDING, FERTILIZING BMULCHING. TYPE 4 (UBRAN TEMP. MIXTURE) ACRE 60 $1.830.00 IORK000 110 $2, i64G9 9.5 9D10.D-1000 WATERING MGAL 523 $4100 $21 JI300 000 $000 9.6 9010E-1000 WARRANTY LS 1 $3570,00 E3,5I0.00 SAL 3000 97 9040-A1000 ST.RMWATER POLLUTION PREVENTION PLAN(3WPPP), MANAGEMENT LS 1 $3,W000 BE... 062 $1 ME 20 9.8 91M0-N-HSA SILT FENCE, INSTALLATION LF 3123 $1M $4.46589 3974,00 $S 6B2G2 BH GN(fNN3000 SILT FENCE, REMOVAL LF 3.123 $0,05 $15fiS5 000 E000 9.10 91MOT-t000 INLETPROTECTON EA 6 g153.00 E?221W 4.00 $6t200 9,11 9040.b03020 RIP RAP, CLASSE TON 12] $58.00 E].1RW iB184 E10,]430n 9.12 804O-10012 FILTER BOOKS, ISCIA., INSTALIATIONBREMOVAL LF ]BO $330 $2508W ]BOOD E2.1OB.10 DIVISION 12-STRUCTURES CULVERT QUANTITIES 12.1 FLOODED BACKFILL CY t53 $7650 $11 704 Si 151. $11 ]04.50 122 EXCAVATION, CLASS 20 CY 10 $2050 55.215. OF OF B 55.215.50 123 STRUCTURAL CONCRETE(RCS) CY 216 $ISO00 S187.39400 21190 $18739400 124 REINFORCING STEEL LB 41.749 $326 S136.101.I4 41749.W $136,10174 125 ORNAMENTAL METAL RAILING LF 1. $7200 $B.71S aD 2600 $1B7200 126 ANTI -GRAFFITI COATING BY 02 520.00 SAKQ U0 0Us 30.00 GREENBELT WEIR QUANTITIES 127 GRANULAR BACKFILL TON 1.556 SEsW $4138B 60 Is5401 $25 F306] 12B EXCAVATION, CLASS 20 CY 1.075 S12.25 $13.168.75 10I5.00 INS is, ]5 129 STRUCTURAL CONCRETE(MISCELLANEOU31 CY 4@ 598300 $395.W170 40t 90 SGO B710 1210 REINFORCING STEEL L9 4],0]e $262 $170,42236 4]0]B00 St7042236 1211 ORNAMENTALMETALRAILING LF 261 $7200 $18.79.20 26110 $16]9920 12.12 ANN GRAFFIP COATING SY 264 SORB E6, 16400 000 5200 LOTS WEIR OUTLET CONTROL, 1 dP ANN GATE VALVE EA 2 SAAB IF $170000 210 1171111 PRS;OtFd]115E Wesbvm VMy ON.R.-lea rparranrsexur.avrmnmxm Page 2 of BID ALTERNATE N1 At I 0O0IFIED 3UB8ASE 6' SY If go .SS.JS E5""'00 8]55.00 SQ.... .]5 AT 2010-E 2000 j EXCAVAT0N CLASS 10. B0RROW CV -r465 E6.30 J. 220.50 11-112750 1167.163.25 TOTAL $2.831.378.69 02.OJ6.d0"If MATERIALS STORED SUMMARY Description pof UAT, Unit sure EMentlatl Cast TOTAL 00.00 PAY REQUEST SUMMARY Total Approved Total Committed Case.. Pnce 1tvat 29059 $2.036. E0]89 Approved Change Cider -64, 420.00 Approved Change Ont 2 $2,508 TO AR, roveo Change 0rcar3 E0.00 R¢.firan Con..' Pnce $2,931,37859 $2.O36. JBT 89 Malenals Stored SOOT Relalnage 50% $Ige.AA36 Teal Earned Less Fec inage Sl Bersfi O] 1 Total Previously Approved (list each) Pay Request $19120420 Pay Request2 $745,02203 Pay Request $403,I ad Pay Request $26TILD 01 Pay Pin, ueat5 Pay ftegrlesl6 Pay Request] Pay Requeal6 Pay Request Pay Reques110 Total Previously Approved EL800.85588 Amount Due This Removed Parwnt C—*% fi45% Percent of Contract Parted Ullllaed(In Calendar Days. Based on Nomea to Proceed Date& Contract Comple4on Date) The amount "0, 31 Ia racommehaad for approval for payment In accordanne path the terms of the Contract. C reactor Recommended By nor Name Don Carter Name JoshuaC DeBanyor.P.E. Name ePPs-3%]J]]1SEPage3 of3 Ealenelen.alsm amuanrsexesnrnr r�eams.i. Pape of