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Home My WebLink About2017-05-23-E01E SE Westown Pkwy Extension, GPP Greenbelt Weirs_Pmt Est 2NO Ulaukee f ■f r THE KEY TO GOOD LIVING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: May 23, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 2 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 $745,022.03 FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: Partial Payment No.2 is for work completed from April 1, 2017 to April 28, 2017. FISCAL IMPACT INCLUDING COSTBENEFIT ANALYSIS: $745,022.03 COMMISSIONBOARD/COMMITTEE COMMENT: McAninch Corporation has requested Payment Estimate No. 2 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 $745,022.03. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 2 ATTACHMENTS: 1. Partial Payment No. 2 11. Letter of Recommendation PREPARED BY: Beth Richardson/Rudy Koester REVIEWED BY: John Gibson PUBLIC NOTICE INFORMATION — NAME OF PUBLICATION: DATE OF PUBLICATION: Fot h May 16, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #2 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 May 23, 2017. Submitted Quantity • 0.11 LS of Item 1.1, Construction Staking • 0.90 LS of Item 1.2, Mobilization • 0.75 LS of Item 2.1, Clearing & Grubbing • 1318 CY of Item 2.2, Topsoil, Onsite • 8287 CY of Item 2.3, Excavation, Class 10, Onsite • 10,632 CY of Item 2.4, Excavation, Class 10, Borrow • 0.50 LS of Item 3.1, Dewatering • 37 LF of Item 4.4, 72" RCP Storm Sewer • 665 LF of Item 4.8, Subdrain, PVC, 4" • 3 EA of Item 4.10, Clermont, Type A-1 • 1 EA of Item 4.11, Subdrain Connection to Intake or Storm Sewer • 0.11 LS of Item 9.7, SWPPP Management • 313 LF of Item 9.8, Silt Fence Installation • 2.0 EA of Item 9.10, Inlet Protection • 183 CY of Item 12.2, Excavation, Class 20 • 168.5 CY of Item 12.3, Structural Concrete (RCB) • 24,779 LB of Item 12.4, Reinforcing Steel • 366 CY of Item 12.8, Excavation, Class 20 • 200.4 CY of Item 12.9, Structural Concrete (Misc.) • 24,089 LB of Item 12.10, Reinforcing Steel 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 $745,022.03 for the work completed to date. Please let me know if you have any questions or need additional information. Sincerely, Foth Infrastructure and Environment, LLC 1 V~-117-- Joshua C. DeBower, P.E., Lead Civil Engineer Encl: Pay Request #2 dated 05/16/17 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254-1393 Fax: (515) 254-1642 Waukee Public Works Department ' 805 Univerelty Avenue Wauke, IA 50263 Phone (515) 978-7920 Fee (515)907.3979 Waukee Contractor: MLANo1hCOrporati0n 4001 Delaware Avenue Des Moines, IA 50313 Phone (515) 267-2500 PAY REQUEST 2 Project Title SE W.erown Pkwy Extension and GRP Greenbelt Weirs BE Parkvlew Cnor,ring or W Grand Prairie Pkwy Waukee IA Project File No, Project Number 1 UW0G1.d2 Purchase Order Number ON9. Controm Arnmal&Date $2,103,29D.59 v9rz%] Notice to Proceed Date 2117G017 Estimated Completion Data WIES017 Pay Period 9112.17 to 412MD17 Pay Request Number 2 Date 511612%T Contract lD BID ITEMS Rem No. Item Cotle Description Unit Esl. pry. UnR Price Boomed Price Quantity Completed Value Completed DIVISION 1 -GENERAL 11 10.NA1000 CONSTRUCTION STAKING LS 1 $1170000 $11,700.00 025 $292500 1.2 1090.h2000 MOBILIZATION I L$ 1 1 $114,600,001 $114,600 001 1 GD I 1114,6D09D DIVISION 2 - EARTH WORK, SUBGRADE AND SUBBASE 21 2010.U000 CLEARING B GRUBBING 53,BOO.OD 53.600.00 iSu $1 sun re 2.2 2m0.0�100O TOPSOIL ON 017E 95]5 520.69550 istroo $1045350 23 2010.E-1000 EXCAVATION CLASS 10, ON SITE $500 548,11608 954]00 $48,11688 2A 2m0.E-20n0 EXCAVATION CLASS 10. BORROW Z.�.E47 $6,18 $358.90008 1M320D $65,493.12SO 2m0.E-ID24 BELOW GRADE EXCAVATON(CORE OUI] EBDO $6.]62.Be 000 $00 26 2010.G1012 $UBGRAOE PREPARATION. 121N, sHrul 526HOU 000 $0.00 DIVISION 3 -TRENCH AND TRENCHLESS CONSTRUCTION 3.1 DEWATERINGI LS 1 $24,00ABU S240W00 050 1 112,OW.0D DIVISION 4 -SEWERS AND DRAINS 4A 4020'A 1015 STORM SEWER, TRENCHED, FOR CUSS V, 151N. LF 572 E]BOO $44,61600 000 $000 42 40200.1018 STORM SEWER. TRENCHED, FOR, CLASS q 161N LF 329 $8000 526.320.00 0,00 SOLO 4.3 4020 A RMS) STORM SEWER. TRENCHED, RCP, CLASS III, 601N. LE 25 $350.00 $0,95000 Dan $OLO 44 4020 A-10]2 STORM SEWER, TRENCHED. RCP, CLASS III, R IN. U, ttA S46].00 $53,23800 109.OD SO, aVr 00 4.5 4020A-2051 STORM SEWER.TRENCHED, ROAR. CLASS A-II1. 5l'X3Z LF 134 $226.00 53O5520D 134,OD $E011r0 48 4030-0-1852 PIPE APRON, CONCRETE, SPX32"ARCH EA 1 53,48Bo0 51488W Ion $3 488 00 41 403O131= PIPE APRON, CONCRETE, 72 IN. EA 1 $5.904.00 55,984D0 1.00 5598400 4.8 4040 X1004 SUBDRNN, PVC.(WAUKEE SPECIFICATIONS), 41N. LF 885 $1630 Sir,-3950 fifi5W $10,0nso 49 4040-A-10W SUBDRNN, PVC. CASE D(WAUKEE SPECIFICATONSI, B IN. LF ] 362 $1840 $43,40000 G00 SOLO 4.10 404OG100. SUBDRNN CLEANOUT, TYPE AI EA 6 E357.00 E214200 300 $1,07100 4.tt 4040.d1000 SUBDRNN CONNECTION TO INTAKE OR STORM SEWER EA 1] Q55.00 s4.335W 1.Po $25500 4.12 4. A_R_ 00 SUBDRAIN OUTLET, W/RODENT GUARD EA 1 $35].00 535]W O.Po $000 4TT FIELD TILE AND FITRNGS, PVC, UNSPECIFIED DIA LF 500 $11,al Us.. be AGO 5000 4,14 408DO-1000 JVIEEO INSPECTION OF STORM SEWER AND CULVERTS LS 1 1 $2,910001 $2,9100o OOD s000 DIVISION 5 - WATER MAIN AND APPURTENANCES 51 501OA-1012 WATER MAIN, TRENCHED, PVC C900, DR 10, 121N. I LF 1 1,110 1 53300 $36.6300 0So SO NO 52 5010.A-1112 WATER MAIN.TRENCHED, PVCC900, DR 18.12 IN.. RESTRANEDJOINT LF 18] DIP SIR 1 50,9]6O0 ODD 50.00 5.3 5010-04000 WATER MAIN FITTINGS LB 1 912 $500 $4.1. or OOO SOLO 5.4 5020 A-1012 VALVE, GATE, 121N EA 3 $191900 $5.61700 8D0 SO OO 55 VALVE BO%ADJUSTMENT. MINOR EA 1 sly, RC 596300 ED SO DD 66 SD20.G1Dn0 FIRE HYDRANT ASSEMBLY EA 4 St 2.rA $11, 1720O 0.00 SOLO 5.7 5020.G1050 REMOVAL OF HYDRANT ASSEMBLY EA 1 1141/1/0 $111111 000 SOLO PuaOnat mm P" soureon.alvn page 1 of 3 DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWER SIT 6010�A1084 MANHOLE. STORM SEWER SW401, 841N, EA 1 $5.UEG, $6,18000 075 $483500 62 6010 A-20Y2 MANHOLE STORM SEWER, SW 402, 72 IN. EA 1 $9.97700 $99]].00 0.50 $49805F 03 6010AARS MANHOLE, STORM SEWER, BW-404, 9'X9' EA 2 $31]]0.00 US 54000 2.00 563.54000 64 6010 SH501 lN.E. SINGLE GRATE, SW-501 EA 3 $2,195IS 565.500 000 $000 5.5 SIR B-1503 INIANE SINGLE GRATE W THI MANHOLE, AM 503 EA 2 $4,3W.00 $e fit? 00 0.00 so 66 .010.9-1505 INTAKE, DOUBLE GRATE. SW-505 EA 3 $3.470.00 $1OA1000 0.00 SO DD 6.7 8010.E-15W INTAKE, DOUBLE GRATE WITH MANHOLE, SW-508 EA 2 $6,289.00 $12,5]600 000 SO OO 6.8 8010.E-1100 MANHOLE ADJUSTMENT, MNOR EA 3 5384000 $10,92000 0.00 $DOD 69 6010-HI REMOVAL OF MANHOLE OR INTAKE, STORM EA 0 $4,32000 $172.0 D0 9.OR $17.280.00 DIVISION 7 - STREETS & RELATED WORK 7.1 7010.A-1090 PAVEMENT, PCC, CLASS C, 91N. SY 6,190 $6600 $4504AII 000 $000 7.2 7010M2090 PAVEMENT, REINFORCED PCC, CL43S C. B IN. SY 299 $7000 $20,93000 000 5000 7.3 701D 1-1OW PCC PAVEMENTSAMPLES AND TESTING LS 1 $2,270,00 $2,2700D 0.00 SO OD 7.4 7G0Gt005 SHAREO USE PATH, PC4fi IN. SY 1,418 $35.50 $50.339.00 0.00 5000 75 7030 D 1012 SPECIAL SUBGRADE PREPARATION FOR SHARED USE PATHS, 11 IN. By 2,044 $1t5 $643660 000 01. 7,6 7030.E-1004 SIDEWALK, FEE, 41N. BY 725 $34.50 $25.012.50 0.00 SOLO 7Y N.F.R.]0 SIDEWALK, PCC,6 IN. BY 53 $460D $2,54400 000 $A. 26 7030-61000 DETECTABLE WARNINGS SF fi0 $430D $2.5B0.00 0,00 SOLO 7.9 7040 H-1000 PAVEMENTREMOVAL BY 85 IRSO 51,472.50 00D $0.00 DIVISION B -TRAFFIC SIGNALS AND TRAFFIC CONTROL 6t POSTS FOR SIGNS, STEEL lF 20 $12.50 $2.fi00 O0 000 $000 62 NPEASIGNS SF 141 $1650 $260850 000 $0.00 8.3 PAINTED PAVEMENT MARKINGS, DURABLE BTA SS $13100 $11,28904 000 $0.00 64 PAINTED SYMBOLS AND MARKINGS, DURABLE EA 24 $204.00 $4,896.0 0.00. MOLL 65 PAINTED PAVEMENT MARKINGS,WATERBORNE STA 9 $B]00 $78734 000 $000 OB TRAFFIC CONTROL LS 1 E3,55000 $3,85000 000 SOLO 67 HANDI TYPE 111. 30"X 46 EA 3 $1,02000 $306000 0A0 $000 88 FIBER TERMINATION PANEL, 48 POSITION, RACK MOUNT EA 2 $51000 $102000 00D SOLO 09 FIBER OPTC TERMINATIONS EA 72 VA $2 MY 3. 000 SOLO .10 CONDUIT -21N PVCMOPE EA 3,715 $867 $12,209 D5 0.00 50.00 0.11 TRACER WIRE STA 4050 $035 $1458 OF 000 $000 612 PULL ROPE LF 4,050 WI' S50]50 ODO $000 8.13 ]251NGLEMODE FIBER OPTIC CABLE. DRY CORE EA 4850 $1.80 50,3]0.00 0.00 SOLO 814 TRPFFIC BONAUZATON EA 1 $t 0,280.00 $10,2600D 000 OF 00 6.15 LIGHTING EA 1 $8600000 $8600000 000 SOLO DIVISION 9-SITEWORK AND LANDSCAPING 9.1 9016h1300 CONVENTIONAL SEEDING& MULCHING, TYPE 3 ACRE 4 $765.00 $3,36SLO 0.00. S0D0 9.2 GOOD X17W CONVENTIONAL SEEDING& MULCHING, WET -AND SEEDING ACRE 2 1g000.00 $6.12000 0.00 SO DO 9.3 90BUF1100 HYDRAULIC SEEDING. FERTILIZING &MULCHING. TYPE 1(PERM. LAWN MIXTURE) ACRE 1 $2550,00 $2.55000 000 $ODD 64 90100-14M HYDRAULIC SEEDING. FERTILIZIW&MULCHING. TYPE 4(UBRANTEMP. MIXTURE) ACRE 6 $183000 E1098000 000 SA BB 95 9010.13-1000 WATERING MEN- 523 $1100 $11.441 OU 000 SOLO 96 9010-E-0000 WARRANTY LS 1 $3,570.00 $3,90.00 000 $0.00 9.7 9040.A-1000 BTORMWATER POLLUTION PREVENTION PLAN (SWPPP),MANAGEMENT LB 1 $3060.00 $3.W0.00 0.25 S16500 BB 90SUERER SILT FENCE. INSTALLATION LE 3.123 $143 $4.46589 394900 $56470] 9.9 9040 W3000 SILT FENCE, REMOVAL LF 3123 50. D5 $156.15 0.00 5000 9.t0 9040.TH.00 INLET PROTECTION EA a $153.00 $1.22400 4B0 $E20B 91t 9040.Y0320 RIP RAP, CLASS TON 127 $560D 51112.0 142,30 $7.95680 DIVISION 12-STRUCTURES CULVERT QUANTITIES 121 FLOODED BACKFILL CV t53 $]650 $tt ]04.50 000 SOLO 122 EXCAVATION, CUS520 CY 183 $26OR $5,21550 10300 $5, 21550 123 STRUCTURAL CONCRETE REST CY 218 $woX0 $167.394,00 168,50 $144.910.00 12.4 REINFORCING STEEL LB 41 ]49 $326 5136.10174 24]]900 $80]]95; 125 ORNAMENTAL METAL RAILING LF 122 EYX OD $e.74600 000 W00 12.6 ANT GRAFFITI COATING MY 482 $2000 $9,8<000 000 S. GREENBELT WEIR QUANTITIES 121 GRANULAR BACKFILL TON 1.556 $2660 $4t11* 000 SOLO 128 EXCAVATION, CLAS520 CY 1.075 $12,25 $13,18R75 3AS A 5449350 12A STRUCTURAL CONCRETE(MGCEL.EONG) CY 402 598300 $395,06770 20010 $196. 10 12.10 REINFORCING STEEL LB 41078 $362 $170.42236 240M3B $07202.1. 1211 ORNAMENTAL METAL RAILING LF 281 $7200 $16,799.20 0.00 $100 1212 ANT GRAFFITI COATING SY .4 53100 5616408 0 BO SO LO BID ALTERNATE Yt Al i I MOOTED SUBBASE, IF iBY B,7B0 i $8.35 $55753.0 0.00 $000 Ai.2 2010-E 2000 1 EXCAVATION CLASS IO, BORROW CY "465 $Fm $8,22050 000 1 $000 TOTAL $2933,290.59 $985,W1.29 PN-IDR.3 -'"Ea ..... am rn�..a wernr.mluu..�a. P.V. 2.13 MATERIALS STORED SUMMARY Description of Units Unit Price Exceeded! Cost TOTAL $0A0 PAY REQUEST SUMMARY Total Approved Total Lom pluletl Contract Pnce 52, 933.20059 5985, 5D129 Approved Claims Orderl 50 lal Appall Change Order 2 SO. DD snowed Change Order 50 00 Revised C.m. Pace $2.3.29059 5905Id' 21 M alerinls SNretl SD 00 playmate Id, $sa.21, an Total Lamest Leae Rummage Sg9821821 Total Pmnausly Approved(Ibt each) Pay Request $191204 20 Pay Requestt Pay Request Pay Request Pay Requests Pay Request NY Request/ Pay Request Pay Normal Pay Request 10 Total Previously Approved $191204_20 Amount D a e This Request S745.02203 Perr a nl Ca mpl ele 338% Percent of Contract Period Unrest (in Calendar 0eys, Based on NDEre b Pmeeed Date B Contrast Cemplehen Dab) 919% The amount $74602101 is rewmmov andad for appral for r payn accordance with the terms of comas Certain., Recommended! By Owner Me.., Name Name Title Title Title: Belo 1.1111.4m.E.daymiye y Eomeranalem maronnvevnen mr u�em am Page 3 ot3