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Home My WebLink About2017-07-10-J01K Westown Pkwy Extension-GPP Greenbelt Weirs_Pmt Est 4NO Waukee r W 1 THE KEY TO GOOD LNING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 10, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 4 to McAninch Corporation for the SE Westown Parkway Extension and Grand Prairie Parkway Greenbelt Weirs SE Park -view Crossing Drive to Grand Prairie Parkway Project in the amount of $261,073.01 FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: McAninch Corporation has requested Payment Estimate No. 4 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 $261,073.01. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. Partial Payment No.4 is for work completed from June 1, 2017 to June 28, 2017. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $261,073.01 COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 4 ATTACHMENTS: 1. Partial Payment No. 4 II. Letter of Recommendation PREPARED BY: Beth Richardson/Rudy Koester REVIEWED BY: John Gibson PUBLIC NOTICE INFORMATION — NAME OF PUBLICATION: DATE OF PUBLICATION: *Foth July 5, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #4 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 July 10, 2017 Submitted Quantity • 0.12 LS of Item 1.1, Construction Staking • 34,904 CY of Item 2.4, Excavation Class 10, Borrow • 1.43 AC of Item 9.1, Conventional Seeding & Mulching, Type 3 • 1.18 AC of Item 9.4, Hydraulic Seeding, Fertilizing, & Mulching, Type 4 • 0.12 LS of Item 9.7, SWPPP Management • -642 LF of Item 9.8, Silt Fence Installation • 49.54 TON of Item 9.11, Rip Rap, Class E • 760 LF of Item 9.12, Filter Sock, 12" Diameter • 153 CY of Item 12.1, Flooded Backfill • 25 LF of Item 12.5, Ornamental Metal Railing • 617.08 TON of Item 12.7, Granular Backfill • 261 LF of Item 12.11, Ornamental Metal Railing • 2 EA of Item 12.13, Weir Outlet Control 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 $261,073.01 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 Joshua C. DeBower, P.E., Lead Civil Engineer Encl: Pay Request #4 dated 07/05/17 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254.1393 Fax: (515) 254-1642 PAY REQUEST 4 =,r Waukee Public Works Deparbnent 805 University Avenue Of kT-, Wauke, IA 50263 Phone ••A71 - Fax (515)1987-397920 Waukee ml.1to I.1ac Conbactor: McAninch Corporation 4001 Delaware Avenue Des Moines, IA 50313 Phone(515) 267.2500 Project TMe $E We t"a PMes Extension and GPP Greenbe0.1. GE Be.Croeeln Or le Gnnd Prattle Pkxy Waukee IA Pro eM File No. Prolact Numb. 141021.02 Purchase Order Number O, Contract Amount B Data $2,833,290.50 mccl? Notice to Proceed Data 21171301T Ee6maled Completion Data 91152017 Pay Pnmd .1112017 to 612812017 Pay Request Number 4 Data 71M011 COMood ID BID ITEMS kem No. item Code Description UnX Eat Buy. Unit Price Extandetl ProofLomplMetl Ouantay Value Completed DIVISION 1- GENERAL 11 1090A-1000 CONSTRUCTION STARING LS 1 $11.700,00 ST.M.S0 O50 &5,Broo t3 W90.A-2000 MOBILIZATION LS t $114,600.00 $114.600.00 1.00 $114.600,00 DIVISION 2 -EARTHWORK, SUBGRAOE AND SUBBASE 2A 2010C-1000 CLEARING& GRUBBING LS 1 $3,00000 $3.80000 1.00 $3.800.00 2.2 2010 D-1000 TOPSOIL,ONSITE CY 3,034 $5]5 &N.895.60 1.18.0. $10.453.50 23 2010£-1000 EXCAVATION CLASS 10. ON SITE CY 9.547 55.09 $48116as 954T00 s4&11088 24 2010E-2000 EXCAVATION CLASS 10. BORROW CY 5&203 $816 $350.900.08 45536.00 $280.50176 25 2010£-1024 BELOW GRADE EXCAVATION (CORE CUT) CY 1.127 W.00 $6,76200 0.00 Soso 26 2010C-ID12 SUBGRADE PREPARATION, I2IN. I BY 1 0.009 1 $3.091 $28.118.91 0.00 ".so DIVISION 3 -TRENCH AND TRENCHLESS CONSTRUCTION 3.1 1 DEWATERING LB 1 1 $24.000.001 $24,00000 1,00 1 524,00000 DIVISION 4. SEWERS AND DRAINS 4.1 4020-A-1015 STORM SEWER, TRENCHED. RCP. CLASS V. 151N. LF 672 $78.00 $44,Bt800 0.00 $0.0V 4.2 4020-A-1018 STORM SEWER, TRENCHED, FOR. CLASS V, IB IN. LF 320 $80.00 $26.320,00 000 woo 4.3 4030.A-1060 STORM SEWER, TRENCHED. RCP. CIASS H. 001N, LF 25 $35800 $01&50.00 2400 $8.602.00 4.4 4W0A-1072 STORM SEWER, TRENCHED, RCP. CLASS III, 721N. LF 114 S467.00 $53.23&00 114.00 $E3,238,00 4.5 402NA-201 STORM SEWER. TRENCHED, RCAP. CLASS A -III, 51'X32' LF 134 W2a00 $30.55200 134.00 $30.652.00 48 40S0.0-1882 PIPEAPRON, CONCRETE51-X32"ARCH EA 1 $3.488.00 $3,480.00 1.00 10.48a00 47 40M B-1072 PIPE APRON, CONCRETE, 721N. EA 1 45984.00 35.984.00 1.00 55.98400 4A 4040A-1004 SUBDRAIN, PVC.(WAUKEE SPECIFICATIONS. 41N. LF 005 $few $1083050 88500 $10,030.50 4B 4040A-1000 SUBDRAIN ,PVC. CASE D(WAUKEE SPECIFICATIONS), B IN. LF 2,362 $18.40 $43,460.80 0.00 50.00 4.10 4040-C-1000 SUBDRAIN CLEANOUT. TYPE A4 EA a $35100 $2,142.00 3.00 $1.071.00 Oat 4040-0-1000 SUBDRAIN CONNECTION TO INTAKE OR STORM SEWER EA 17 $255.00 $4.335.00 1.00 S25500 LtR 404.-2000 SUBDRAIN OUTLET, W/RODENT GUARD EA 1 $35100 $357.00 0.00 $0.00 4.13 1 1FIELD TILE AND FITTINGS, PVC, UNSPECIFIED DIA. LF 500 $11.00 ME 50000 0,00 $000 4A4 4060-B-1800 VIDEO INSPECTION OF STORM SEWER AND CULVERTS US 1 $2910.00 $2.010.00 0.00 W.0 DIVISION 5- WATER MAIN AND APPURTENANCES 5.1 5010-A4012 WATER MAIN. TRENCHED. PVC C900, OR 18, 121N. LF 1,110 $33,00 $36.630.00 0.00 $0.00 52 5010-A-1112 WATER MAIN.TRENCHED. PVC L000, DR 18, 121R. RESTRAINED JOINT LF 187 $40.00 38.97600 000 $0.00 5.3 5010-C4000 WATER MAIN FITTINGS LB 912 $5.00 $4.No 00 0.00 $0.00 54 W20A-1012 VALVE, GATE. 12 IN. EA 3 $1.93800 SS,B1]0. 000 $000 as VALVE BOXADJUSTMENT, MINOR EA 1 $983.00 $983.00 0.00 $0,00 So 5021}G4000 FIRE HYDRANT ASSEMBLY EA 4 $4.29300 $17.17200 coo $0.00 57 6020-0-0060 REMOVAL OF HYDRANTASSEMBLY EA 1 $1p58.00 $1,458.00 0.00 $0,00 Pa 17A8u P2w7 rxxmxneom Page 1 of 3 DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWER A 0010-A4O84 MANHOLE, STORM SEWER, SWA01. ST IN. EA 1 $g180.00 W'IN00 0.75 $4.03500 8.2 6010.A-2072 MANHOLE, STORM SEWER. SW402.I2IN, EA 1 $9.977.00 $9.9]].00 0,60 $4.98050 83 6010.A4188 MANHOLE, STORM SEWER. SW404. AIN EA 2 $31,]]0.00 $83,54000 2.00 $63.540.00 0.4 60ID-B4501 INTAKE. SINGLE GRATE. SWb01 EA 3 $2,10.00 $5.585.00 0.00 $0,00 85 6010-B-1503 INTAKE, SINGLE GRATE WITH MANHOLE, SWZ03 EA 2 $4,3M:00 $8.61200 0.00 $0,00 0.0 0010-8-1505 INTAKE. DOUBLE GRATE. SW-605 EA 3 $3,47000 $10410.00 000 $0,00 B.] 6010-B-1508 INTAKE, DOUBLE GRATE WITH MANHOLE, SWb86 EA 2 N280.00 $1257BAO 0.00 $0,00 0.8 0010 E4100 MANHOLE ADJUSTMENT, MAJOR EA 3 SIT4000 $1 SON 00 000 "GO 0.0 BOtON-1000 REMOVAL OF MANHOLE OR INTAKE. STORM EA 4 $4.320.00 $17,280.00 4.00 $17.280.00 DIVISION T - STREETS & RELATED WORK 7.1 7010�A-1000 PAVEMENT. PCC. CLASS C. 9 KC SY B.190 SNSO $458A50.00 0.00 WAM 72 7010 A 2090 PAVEMENT. REINFORCED PCC, CLASSIC, 9 IN. sY 290 $7000 $20.93000 A. $G00 7.3 701OA-1000 DEC PAVEMENT BAMPLES AND TESTING LS 1 $2170,00 $2,270.00 0.00 ",Do 7.4 70W0 1080 SHARED USE PATH, POC. 8IN. 5Y 1p10 $385o $s0,aae.Oa 0.W SIT. 7.5 7030-01012 SPECIAL SUBGRADE PREPARATION FOR SHARED USE PATHS, 121N, BY 2.044 $315 $6430.60 0.00 WOO ]e M30-E-1004 SIDEWALK, PCC, 41N. SY ]25 $34C0 $25,012W 0.00 N.O. ].] 7030-61006 SIDEWALK, PCC, S IN. BY 53 US 00 $2.50.00 000 wG0 TS 70364-1000 DETECTABLE WARNINGS SF 80 $43.00 $2.SW.00 0.00 $0.00 7.9 7040-H-1000 PAVEMENTREMOVAL SY 95 $1560 $1.472.50 0,00 woo DIVISION S -TRAFFIC SIGNALS AND TRAFFIC CONTROL 8A POSTS FOR SIGNS, STEEL LF 208 $1250 $2,00000 0.00 ".Do 02 TYPE A SIGNS SF 141 $18.50 $2,008.80 0.00 $0.00 8.3 PAINTED PAVEMENT MARKINGS, DURABLE STA PS $1OSTO $11,289.04 000 $0.00 BA PAINTED SYMBOLS AND MARKINGS. DURABLE EA 24 $20400 $4,896.00 B00 $0.00 05 PAINTED PAVEMENT MARKINGS, WATERBORNE STA 9 $e700 IPAIT4 0.00 $000 8.6 TRAFFIC CONTROL LS 1 $3,85000 $3.WG00 OGO $0.00 B.] HANDHOLE, TYPE III. 30'X4W EA 3 111,020.00 $3.050.30 0.00 30.00 8.8 FIBER TERMINATION PANEL, 40 POSITION. RACK MOUNT EA 2 $51000 $1,020.00 BAD $0.00 8.0 FIBER OPTIC TERMINATIONS EA R $30.00 $2,89200 0.00 $000 8..10 CONDUIT-2 IN PVCMDPE LF 3,715 $887 $32,209AE 0.00 $0Po 011 TRACERWIRE LF 4.050 $0.36 $1.45000 0.00 Son B.12 PULL ROPE LF 4.050 $0.16 $60]50 0.00 $0.00 0.13 72 SINGLE -MODE FIBER OPTIC CABLE. DRY CORE LF 4.00 $1,80 $8370.00 000 woo 8.14 TRAFFIC SIGNALIZATIGN LB 1 $10,280.00 $10.26000 0.00 $0.00 0.15 LIGHTING LS 1 $80,000.00 SO8,00000 GOT $O,Oo DIVISION 9 - SITEWORK AND LANDSCAPING B1 90IDA1300 CONVENTIONAL SEEDING& MULCHING, TYPE 3 ACRE 94 $765.00 $3,%8.00 1.43 $1,893.95 02 0010-A4700 CONVENTIONAL SEEDING& MULCHING, WETLAND SEEDING ACRE GO $4.08000 $0.00 OAO woo 83 9010-B-1100 HYDRAULIC SEEDING. FERTILIZING &MULCHING, TYPE 1(PERM. LAWN MIXTURE) ACRE I'D $2.55000 $2,660.00 0.00 $0.00 9.4 ROIM-1400 HYDRAULIC SEEDING, FERTILIZING S MULCHING, TYPE 4(UBRAN TEMP. MIMURE) ACRE 6A $1,63000 $1GRw 00 1.1e $21104.89 05 90t0.D-1000 WATERING MGAL 523 $4100 $21,443.00 0,00 W.00 BD 8010.E-1000 WARRANTY ITS 1 $3.570.00 W 570 00 0.00 N.S. 9.7 0040.A-1000 STORMWATER POLLUTION PREVENTION PIAN(SWPPP), MANAGEMENT LS t $3.00000 $3,060,00 050 $1,530,00 BB W40.N-1000 SILT FENCE, INSTALLATION LF 3,123 $1.43 &,465,89 SONGS $5,270.80 9.9 040 N-N00 SILT FENCE, REMOVAL LF 3,123 W05 $150,15 0.00 $000 Bt0 9046 000 IN LETPROTECTION EA 0 $163.00 $1R24.00 4.00 W12.00 0t1 9040J-03020 RIP RM,CIASSE TON 12T MAN $T,11200 19184 $10.743.04 9,12 9040810012 FILTER SOCKS. IT DIA. INSTALLATION & REMOVAL LF 780 $3.30 $2,50800 700.00 1 $2.508.00 DIVISION 12 - STRUCTURES CULVERT QUANTITIES 121 FLOODED BACKFILL CY 153 WAS. $11,70450 153.00 $tt,70450 12.2 EXCAVATION, CLASS 20 CY 183 $2080 W.215.50 183.00 $5,21660 123 STRUCTURAL CONCRETE (FOR) CY 218 $800.00 $187,394A0 217.90 $187BOITO 12.4 REINFORCING STEEL LB 41,749 $3,20 $130.101]4 4174RN $IN 10174 125 ORNAMENTAL METAL RAILING IF 122 $72.00 $e)4800 25.00 $1,000.00 12.6 ANTI -GRAFFITI COATING BY 02 $20.00 $9.040.00 SIT $0.00 GREENBELT WEIR QUANTITIES 12.7 GRANULAR BACKFILL TON 1.550 $2000 541,389.00 1054,01 $26,036.07 128 EXCAVATION, CLASS 20 CY 1,075 $1226 $t3,18B]5 1075.00 $13.168]5 IS STRUCTURAL CONCRETE(MISCELIANEOUS) CY 402 $98300 SNE.067]0 4016) $395,00]]0 12TO REINFORCING STEEL LB 47.078 $362 $1704BCB 47078.00 $170.422.30 12.11 ORNAMENTAL METAL MIMING LF 201 $7200 $18709,20 26100 $I 2.00 1212 ANTLGRMFFITI COATING SY 264 $31.00 $8,18400 000 $000 12.13 WEIR OUTLET CONTROL, 4- DIP WITH GATE VALVE EA 2 $850.00 $1,700,00 2,00 $1,]00.00 P669011V834 BE VI .. PFwy ...- ^�wvu'mww®«.www.....m.. Page 2 of BID ALTERNATE p1 At.t MOSUBBASE.d BY 8.780 88.35 $5575300 000 $0.00 At 2 2010 E-2000 EXCAVATION CLASS 10. BORROW 4Y -t,485 Sas301 49.229.501 0.00 1$0.00 TOTAL $2,931,378.59 $116BS'H1.22 MATERIALS STORED SUMMARY D... dpUon Sol Unib Unit Pdce I Extended Cost TOTAL $0.08 PAY REQUEST SUMMARY ToYl Approved Total Compkbd Contract Pride $2,933.290.59 $16ill11.22 Approved Ch.,. Order, t 4C,420.00 Apprmod CM1erge Order 2 $2,50800 Approved Clergy Order 3 $0.00 Revised Con9ed Pride $2.931,3]8.50 $1,e85.111 22 Materiels SWmd $0,00 Retain... 5,0% $84265.6. Total Earned Laid Retaln.ge $11800,55550 Total Prevousy Approved(Ibt addh) Pay Refusal $19120420 Pay Reque312 $745.022V Pay Requeal3 $403.555.42 Pay Request Pay Request Pay Request Pay Requml7 Pay Request Pey Bequset 9 -1 Request 10 Total Previously Approved $1.WS782 85 Amount Due ThIs Re quest $261,073.01 P—d Compete 57.5% Percent of Contract Period Uli.md(in Calendar Uey& Beutl on Notke to Pa dead Data B Contract Compotnn Date) 85]% TYm amount 2610 .1 r3%m .ndedfor approval for Payment in.ccord.rra with the trams of the unlract ConlmoWr McAninch Corporation R.-anwanMd By Both Infrastructure B Environment Oanar City of Waukee RI ..turd: e BI... No" $I n.ture: Name: Don Taylor Na .J..l C. B.Bovll P.E. Name: Till., Proecl M... er Title: Lead Clvll En Inver This / I o.e: a ` Date, Dad: PPV3011d83a5E Wulewn y" EN.ubn.tlam Par.3 of 3