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Home My WebLink About2017-04-17-J01K Westown Pkwy Extension-GPP Greenbelt Weirs_Pmt Est 1►,�o Waukee `TW1r THE KEY TO GOOD LIVING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 17, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 1 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 $191,204.20 FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: Partial Payment No, 1 is for work completed from February 17, 2017 to March 31, 2017. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $191,204.20 COMMISSION/BOARD/COMMITTEE COMMENT: McAninch Corporation has requested Payment Estimate No. 1 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 $191,204.20, Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 1 ATTACHMENTS: I. Partial Payment No. 1 11. Letter of Recommendation PREPARED BY: Beth Richardson/Rudy Koester REVIEWED BY: John Gibson PUBLIC NOTICE INFORMATION -- NAME OF PUBLICATION: DATE OF PUBLICATION: *Foth April 05, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #1 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 April 17, 2017. Submitted Quantity • 0.14 LS of Item 1.1, Construction Staking • 0.10 LS of Item 1.2, Mobilization • 0.25 LS of Item 2.1, Clearing & Grubbing • 500 CY of Item 2.2, Topsoil, Onsite • 1260 CY of Item 2.3, Excavation, Class 10, Onsite • 72 LF of Item 4.4, 72" RCP Storm Sewer • 134 LF of Item 4.5, 51 "x32" RCAP Storm Sewer • 1 EA of Item 4.6, 51 "x32" RCAP Apron • I EA of Item 4.7, 72" RCP Apron • 0.75 EA of Item 6.1, 84" SW-401 • 0.50 EA of Item 6.2, 72" SW-402 • 2.0 EA of Item 6.3, 9'x9' SW-404 • 4.0 EA of Item 6.9, Removal of Storm Manhole or Intake • 0.14 LS of Item 9.7, SWPPP Management • 3636 LF of Item 9.8, Silt Fence Installation • 2.0 EA of Item 9.10, Inlet Protection • 142.30 Ton of Item 9.11, Class E Rip Rap 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 $191,204.20 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 V Joshua C. DeBower, P.E. Lead Civil Engineer Encl: Pay Request #1 dated 04/05/17 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254-1393 Fax: (515) 254-1642 =, Waukee Public Works Department 805 University Avenue / WaukePhone , 515) 2D IA 50263 ,I&I Fax (5115) 9873979 Waukee Contractor'. MCANnch Corporation 4001 Delaware Avenue Des Moines, IA 50313 Phone (515) 267-2500 PAY REQUEST 1 Project Title BE West-Pkwy Extension and GRP Greenbelt Weirs BE PaMview Grassing Dr to Grand Prairie Pkwy Wait IA ro File No. ,.,act Protect Number "B"B" 2 Purchase Order Number Ong. Contract Amount d Date $2933.290.59 21M017 Notice to Proceed Date L1]12D1] Estimated Completion Data BF.00V Pay Beside 211212017 to 313L201] Pay Request Number 1 Dale 41S2017 Contract lD BID ITEMS Item No, Item end. Description Unit Est. cty. Unit Price Extended Price Quantity Completed Value Completed DIVISION 1 -GENERAL 1.1 1000.A1000 CONSTRUCTION STAKING LS 1 $11.700.00 $1170000 0.14 S1fi3800 1] 1090.A3000 MOBILILxTION LS 1 1114.60000 $114,600 Vol 0.10 $1146000 DIVISION 2 - EARTHWORK, SUBGRADE AND SUBBASE 21 201c4pan CLEARINGBGRUBBING LS 1 IGALP Be 025 sees till 2.2 2016E 1000 TOPSOIL. ON SITE CY NA. 520,095.5E 500.00 $2,875.0. 23 2010E 1000 EXCAVATION CLASS 10. ON SITE CY 9,547 $48.116,88 1260.00 S6,35040 2A 2aHHE1000 EXCAVATION CLASS 10. BORROW CY 58,283 J$314 $35890008 000 so so 25 2016E-1024 BELOW GRACE EXCAVA➢ON(CORE OIJP CY 1.127 $6,76200 000 SOAO 2fi 2016E-1012 SUBGRADE PREPARATION, 121N. SY 9.099 $28,1f591 0. $a. DIVISION 3 - TRENCH AND TRENCHLESS CONSTRUCTION 3.t OEWATERING LS 1 1.11.13.01 524uubigl 0.00 1 $000 DIVISION 4 -SEWERS AND DRAINS "1 4020 A 1015 STORM SEWER, TRENCHED, RCP, CLASS V, 11 IN. LF 522 $7800 $44,616.00 ..to $0 on 4.2 STORM SEWER. TRENCHED. BOB. COMES V, 181N, LF 329 $80 on $26,32000 000 SOOD 4.3 4020A1060 STORM SEWER. TRENCHED. RCP, CLASS Ill. 601N. LF 2$ 8358.0E "Bell 0an a a 44 402RA1072 STORM SEWER, TRENCHED, RCA, CLASS Ill. 72 IN OF 114 $46700 $53.23800 72 O S33.624.0) 4.b all W51 STORM SEWER. TRENCHED, RCAP. CLASS A III, 51"X32" LF 134 $22800 Fla ,552 a. 134 OF $30.552 OD 4.K 4w"Ha52 PIPEAPRONCONGRETE, 5EM2"ARCH EA 1 $3,48800 $3,48800 100 $3.48000 4.7 40VDB 1072 PIPE APRON. CONCRETE 72IN. EA 1 $Sell $5.984,00 1.00 $5,98000 4.8 4040.A1004 SVBORAIN, PVC,(WAVKEE SPECIFICATIONS. 41N. LF all $1. $10.83950 0.00 $O.Or 4.9 4040-A-f OIXi SUBORAIN PVC, CASE D (WAUKEE SPECIFICATIONS, B IN, OF 2,362 $1840 HQ 46080 000 $000 4.10 4NOG-1000 9UBORAIN CLEANOUL TYPE A EA 6 $35].00 $2,132 Or 000 Soon dff 9040.0.1000 BUDGRAIN CONNECTION TO INTAKE OR STORM SEWER EA 1] $255.00 $a 335 LB 000 $000 d.12 40d0.U2000 SVBDRAIN OUTLET, WI RODENT GUARD Et 1 $357OD SGRBB 0.00 $00n 4.13 FIELD LIFE AGE FITTINGS, PVC. UNSPECIFIED DIA I LF 1 500 1 $11 of $5,50000 000 ffi00 4,14 40ARS 1000 IVIDEO INSPECTION OF STORM SEWER AND CULVERTS ILB 1 $2.910.001 uSio.00 O.Oo S000 DIVISION 5 -WATER MAIN AND APPURTENANCES 5.1 5010.A 1012 WATER MAIN. TRENCHED, PVC C900. OR la, 121N I IF I 1,110 1 $33.00 $3&8300O 000 $000 52 5010A1112 WATER MAIN, TRENCHED. PVC C900 OR 18, 12IN, RESTRAINED JOINT LF 187 $4800 $89]600 coo $0.00 53 5010 C 100 WATER MAIN FITTINGS LB 512 $500 $45fi000 000 $000 5.4 GGcA1012 VALVE, GATE. 121N EA 3 $t939O0 $5,81700 0.00 $OBO S5 VALVE BOX ADJUSTMENT, MINOR EA 1 $06300 5983.0E 0,00 $O.00 56 5026E-1050 FIRE HYDRANT ASSEMBLY EA 4 54.29300 $17.17200 000 S000 57 5020C 1050 REMOVAL OF HYDRANT ASSEMBLY EA 1 $1.45800 $1,41a a 0.00 $0 no DIVISION 6 -STRUCTURES FOR SANITARY AND STORM SEWER el 6010 A 1084 MANHOLE, STORM SEWER. SW as, Sc IN. EA 1 $BA8000 $6.1 an ce 0.75 Sa 63500 6.2 6010 A2072 MANHOLE, STORM SEWER, SW 402.72 IN EA 1 $9.0]]00 $9.W7 OB 05D $498S 50 63 W10 A4105 MANHOLE, STORM SEWER,SWA04,9X9 EA 2 131,7700E $63.540.00 20a $6354000 84 INTAKE, SINGLE GRATE, SW -Rh EA 3 $]1950n $6.56500 000 S000 65 6010-B 1503 INTAKE, SINGLE GRATE VOTH MANHOLE, evvRes EA 2 $dS.BD $8.612.00 car $000 6fi fi010-B-1505 INTAKE, DOUBLE GRATE, SVVIKE EA 3 $34700p $10.410.00 O.DO $000 62 arla 5P5 INTAKE, DOUBLE GKATE WITH MANHOLE, SW-500 EA 2 $6,28900 $12,578.00 000 5000 6.8 6D10-E-11D0 MANHOLE ADJUSTMENT, MAJOR EA 3 83.14400E $10.92D.00 can 5000 69 6m0.H-Ps. REMOVALOF MANHOLE OR INTAKE, STORM EA 4 $4 320 BE $1726000 4.. $1I.26000 PRI401]da313E Vanann P" ens"c ntlyn Page 1 of DIVISION T - STREETS 8 RELATED WORK T.t 7010.A-1090 PAVEMENT, FCC, CLASS C. 91N. BY a190 $55W $450A50.00 000 SOLD 7.2 7O10-A-20B0 PAVEMENT, REINFORCED PCC. CLASS C, 91N. BY 288 $7000 $20.830W FA 600E FS 7010.1-1000 PCC PAVEMENT SAMPLES AND TESTING LE 1 $2,27000 $2.27000 000 SOLO TA 7030-C-1006 SHARED USE PATH. PCG 61 N BY 1,418 $31 OF $50.33900 E a $a. 25 7030.D-1012 SPECIAL SUBGRADE PREPARATION FOR SHARED USE PATHS. 121N. BY 2044 $3.15 $6,43800 000 SOLO 7.6 70SOE-1004 SIDEWALK, PCC, 41N. BY 225 534.50 $25,01250 000 SOLO 7.2 2030.E-HOW SIDEWAIXpC061N SY SS $4900 $254400 D a $00a FS 203OG-1000 DETECTABLE WARNINGS BE 60 5430E $250000 000 SO DO ]9 TIMO Hg000 PAVEMENT REMOVAL BY 95 $155E SL17SOL 000 SOLO DIVISION 0 - TRAFFIC SIGNALS AND TRAFFIC CONTROL 0.1 POSTS FOR SIGNS, STEEL LF 208 $1250 53600.00 0.00 50.0E 8.2 TYPE A SIGNS BF 141 $1050 $2,60850 000 $00E S.3 PAINTED PAVEMENT MARKINGS, DURABLE STA 85 $133.00 $11289.04 AU $000 BA PAINTED SYMBOLS AND MARKINGS, DURABLE EA 24 $20400 N.0. 000 $000 85 PAINTED PAVEMENT MARKINGS.WATERBORNE STA 9 $87,00 $782.34 0. SE 00 Bfi TRAFFIC CONTROL LS 1 IS,850.00 $3,850.00 0.0E SO EO S.] HANDHOLE,TYPE I11, 30"X0 EA 3 $1 DWP3 $3END 00 000 500E BB FIBER TERMINATION PANEL. 40 POSITION, RACK MOUNT EA 2 SSIC MD $1,02000 000 $A Ve 8.9 FIBER OPTIC TERMINATIONS EA 72 5350E $2592.00 SO $000 8.1E CONDOIT-21N. PVGMDPE EA 3,715 $881 $321.Ig 000 $a IS 8,11 ITS HE WIRE STA 4.050 $0.36 $1,458,00 0.00 500E 812 PULL ROPE LF 4,05E $015 lag. IS 0. $000 8.13 72 SINGLE -MODE FIBER OPTIC CABLE. DRY CORE EA 465E $150 ES OOS 0.00 5L 00 814 TRAFFIC SIGNALIZAION EA 1 $1026000 $1 O2fi0.00 0.0D 500E 815 LIGHTING EA 1 $00,00000 .5880000E 000 $000 DIVISION 9 - SITEWORK AND LANDSCAPING 9.1 9010 A1300 CONVENTIONAL SEEDING B MULCHING. TYPE ACRE 4 $7SS00 $3]66.00. SUD SOLO 92 9010-A-1100 CONVENTIONAL SEEDING B MULCHING, WETLAND SEEDING ACRE 2 $4,08000 56.1200E 00a SOLO 9.3 9010-B-1100 HYDRAULIC SEEDING FERTILIZING BMULCHING, TYPE I(PERM, LAWN MIXTURE) ACRE 1 $2.55000 52,5530E 00a FEEL 94 91B1400 HYDRAULIC SEEDING, FERTILIZING A MULCHING. TYPE 4(UBRAN TEMP. MIXTURE) ACRE 8 $1830.00 81O98D00 000 $0.00 95 9010-0-1000 WATERING REAL 523 $41,00 $21,44300 OE0 SO.OE 99 WlCLE-lOW WARRANTY LS 1 $3.570.00 SC57000 000 $DOD 02 NTHEAH000 STORMWATER POLLUTION PREVENTION PLAN ISWPPP),MANAGEMENT LS 1 $3.06000 $3,W000 0.14 N2640 S8 )NO-N-1000 SILT FENCE, INSTALLATION LF 3,123 $1AX 5446588 3fi3fi.00 55.1994E 9.9 9D40-NOWO SILTFENCE REMOVAL LF 3,123 $0.05 $15$.15 K a 5O00 8.1E BE40-T-1000 NLET PROTECTION EA S $15300 $1224.01 20D $3080E 8.11 9040J030ST RIP RAP, CLASS E TO iP $58.00 $1.11200 142.]O S7,868.80 DIVISION 12 - STRUCTURES CULVERT QUANTITIES 12.1 FLOODED BACKFILL CY 153 $T8.50 $1170450 00S $000 12.2 EXCAVATION. CLASS 20 CY 183 5285E $521550 00I $000 123 STRUCTURAL CONCRETE IRCB) CY 219 50600E Stfi]39400 O.OE $O.00 124 REINFORCING STEEL LB 4V49 $326 SAC 101]4 000 $0 ED 12.5 ORNAMENTAL METAL FAILING LF 122 $7200 581400E 000 So SO 126 ANTECRAFFIT COATING BY 402 $2000 $9,64000 OE0 $0 US GREENBELT WEIR QUANTITIES 127 GRANULAR BACKFILL TON EMNE $25SO $41,3S96E 000 $000 12A EXCAVATION. CLASS 20 CY 1,US $1225 $13t6875 000 $O HE 129 STRUCTURAL CONCRETE MISCELWJEOV5 CY 402 $68300 5395,Ofi]]O 000 500E II.10 REINFORCING STEEL LB 4],OIS 8362 S1]0.422.36 OLO $OOu W. 1211 ORNAMENTAL METAL RAILING LF 2.1 $1200 $18198.20 000 SOW 12.12 ANTI GRAFFITI COATING BY 264 $3100 $9.18400 0.0E BID ALTERNATE #1 All MODIFIED SUBBASE, 6 BY 0,780 $6.35 1I fU 000 5000 AD 2 1 2010E-2000 EXCAVATION CLASS 10. BORROW CY y465 SS . 581295E 0.00 5000 TOTAL $2,93],2RDAR 1201.26T.SO PFIIVD74l)1SE Wexl PKA, Alt-aln.tlm Page 20f3 MATERIALS STORES SUMMARY C ea criplion q.1 Unlls Unit Price Extended Goat TOTAL 1UP. PAY REQUEST SUMMARY Total Approved Total Completed Command Price $2033.29059 5201207 50 Appovetl Change Order Sit am Approved Change Order so. A,,—d Chary. Order $000 Revised Contract Price $2933,29059 5201.Al 50 Materials Shared $000 Reform, 5.0% $, . a,11 Total Earned Lea. RegiinUe $19120420 Total Proxmire Approved plat each) Pay Reque.11 Pay Regnead2 Par Ran ga.at3 Pay Regaaela Pay Ragneah5 pay Requeal6 Pay Reque9] Pay Re9ue.10 Pay Re ... at9 Pay Payed 10 Total Previously Approved W. Am ounl Oue Thie Requ ea[ 519tr30q.10 Percent Complete 89% Percent of ConLacl Period Vtilized (In Cal entlar Says, Baffin on Notice to Proceed Sete &Contract Completion Lee) 22.4% Theomopnl jig] 20d. 0 rsrecomaended for approval for payment in accortlance vMh the terms of the Contract. Contraction Recommended By ...a, Name Name Rome: Title True "go. P111�017433TSEWeshcxm PMry Extanxbn.pxn Page 3 of 3