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Home My WebLink About2017-09-18-J01H Westown Pkwy Extension, Greenbelt Weirs_Pmt Est 6► G V/aukee I■, I THE REV TO GOOD LIVING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: September 18, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 6 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 $545,957.30 FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: McAninch Corporation has requested Payment Estimate No. 6 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 $545,957.30. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. Partial Payment No.5 is for work completed from August I, 2017 to August 31, 2017. FISCAL IMPACT INCLUDING COSTBENEFIT ANALYSIS: $545,957.30 COMMISSIONBOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 6 ATTACHMENTS: I. Partial Payment No. 6 II. Letter of Recommendation PREPARED BY: Beth Richardson REVIEWED BY: John Gibson r PUBLIC NOTICE INFORMATION — NAME OF PUBLICATION: DATE OF PUBLICATION: *lsvFoth September 13, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #6 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 September 18, 2017. Submitted Quantity • 0.26 LS of Item 1.1, Construction Staking • 2,362 LF of Item 4.9, 6" PVC Subdrain • 3.75 EA of Item 4.10, Subdrain Cleanout, Type A-1 • 16 EA of Item 4.11. Subdrain Connection to Intake or Storm Sewer • 0.75 EA of Item 6.4, SW-501 Intake • 0.50 EA of Item 6.5, SW-503 Intake • 0.75 EA of Item 6.6, S W-505 Intake • 0.50 EA of Item 6.7. SW-506 Intake • 8,174.5 SY of Item 7.1, 9" PCC Pavement • 298.47 SY of Item 7.2, 9" Reinforced PCC Pavement • 1 LS of Item 7.3, PCC Pavement Samples and Testing • 0.50 of Item 8.6, Traffic Control • 1,280 LF of Item 8.10, Conduit 2" • 0.10 LS of Item 8.15, Lighting • 0.13 LS of Item 9.7, SWPPP Management • 244 SY of Item 12.12, Anti -Graffiti Coating • 2,015 SY of Item Al.1, Modified Subbase, 6" •-335.83 CY of Item A1.2, Excavation Class 10, Borrow 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 $545,957.30 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 #6 dated 09/12/17 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254-1393 Fax: (515) 254-1642 -, Waukee Public Works Department ' . 805 University Avenue kig4 Wauke, IA$0263 se Phone (515)9T8-7920 -ie Fax (515)987-39]9 Waukee Contractor: MCAnnnch Corporation 4001 Delaware Avenue Des Moines, IA 50313 Phone (515) 267-2500 PAY REQUEST 6 Project Title BE Weslown Pkwy Exlenalon dad GPP Greenbelt Weia 6E PaMvlew Glossing o1 re Grand Prairie Pkwy Waukee IA Pro ect File No. IsMa Number 1 14W02102 Purchase Order Number Orig. Contract Amount 6 Date $2,833,29OL59 L8/201i Notice to Proceed Data v17rz017 Estimated Completion Doh 811512817 Pay Period 8111201i To 811 Pay Request Number fi Data 8/121201i Contract ID BID ITEMS Item No. Item COde Description Unit Est. Ogy Unit Price Extended Side Quantity Completed Venue Completed DIVISION i -GENERAL it 1090A-1000 CONSTRUCTION STAKING US 1 $11.]0000 in t,AnN S. $10,29e 1 ] 1090A-2000 MOBIUTATION I L$ I 1 1 $114,600.00 $114.600 001 100 1 E114.600.00 DIVISION 2 - EARTHWORK, SUBGRADE AND SUBBASE 21 2010 C-1000 CLEARING B GRUBBING IS 1 53,80000 53,5000. 100 $380000 22 20100-1000 TOPSOIL, ON SITE CY 3.634 5575 Re,89550 1.10.00 S104535r 23 200E-1000 EXCAVATION CIA$$tO.ON SITE Cy 9,54] $504 $48,11800 95200 $40.n60B 24 2010E-2000 EXCAVATION CLAS510. BORROW CY 56.263 Si $358900.08 56283DD $35090000 25 2010F1024 BELOW GRADE EXCAVATION(CORE DUN Cy 1.127 $6,00 $6762. 000 5000 20 2010G 1012 $UBGR.E PREPARATION, 121N. By saga $3.09 S20, 115.91 909900 $28.145111 DIVISION 3 - TRENCH AND TRENCHLESS CONSTRUCTION 31 DEWATERING L$ 1 524,00000 $24,Me 00 100 52a xG DIVISION 4 - SEWERS AND DRAINS 41 4021bA1015 STORMSEWER, TRENCHED.ROP,CLA$SV, 151N. LF 572 $7800 $44CIA 17200 sea DID .0 43 4020-A 1NP STORMSEWER, TRENCHED,RCP,CU$$V, 161N. LE J29 $80,00 SOS 32000 32900 SW 3AN 43 4011060 STORM SEWER TRENCHED. RCP. CLASS III, 601N. LF 25 $35s00 $8,950 SO 240a Salar 0 44 4020A-1072 STORM SEWER. TRENCHED. RCP. CLAS$ 111, 72 IN, LF 114 E467.00 Si 114,00 $51,2380D 45 40201 STORM SEWER, TRENCHED. RCAP, CLASS A III, 51"MD LF 134 E228,00 too a.. a. 134,00 $3055200 46 403001652 PIPE APRON, CONCRETE, 51"x3Y'ARCH EA 1 $3,488.00 E348800 100 $]salad 4.7 403081072 PIPE APRON, CONCRETE, 721N. EA 1 $5,984do so MN d0 IA $5984 do 40 4040A1064 SVBDRAIN, PVC.(WAUKEE SPECIFICATIONS. 41N LF 665 $16.30 $10,Ger 66500 Sir EGA 1. 49 40404,-1006 SUBDRAIN,PVC. CASE D(WAUKEE SPECIFICATION$). 61N. LF 2,362 $18 do $4348000 236200 $111.or 4.10 1404OGTION I SUBORAIN CLEANOUT, TYPE AI EA 6 E35]00 E2, 142 C0 li5 $2408]S 4.11 4040D-tODO SUBDRAIN WNNECTION TO INTAKE OR STORM SEWER EA b E255A $433500 17W $433500 412 4040D2000 I SUBDRAIN OUTLET, WI RODENT GUARD EA 1 $35]00 $35700 coo $000 4t3 FIELD HILL AND FITTMGS, PVC, UNSPECIFIED DIA. LF I WO 1 $11,00 $5 Sao N 0,00 so. 414 140401 IViDEO INSPECTION OF STORM SEWER AND CULVERTS L$ I 1 $2,910.00 1 S2,9110M 1.00 $2,910.W DIVISION 5 -WATER MAIN AND APPURTENANCES 51 NH ia12 WATER MAN, TRENCHED, PVC C900, OR 16. 121N LF 1110 S3X $3135300a 111000 $XSC3000 52 5010A1112 WATER MAIN, TRENCHED PVC C900. DR 18, 121N., RESTRAINED JOINT 10] S4800 S0,9]B OD 18].On S89]600 53 5m0G1000 WATER MAN FITTINGS N2 S500 &d'MCd 0 912do S45fi00a 5A COUP A1012 VALVE, GATE 121N 3 $193900 $581700 300 so Aldo 55 VALVE BOXADJUSTMENTMINOR ILE 1 $98300 $N3IN ICH S9830D56 5D200d000 FIRE HYDRANT ASSEMBLY 4 IN 41do $17.172.00 a $17,17200 Si 5eri REMOVAL OF HYDRANT ASSEMBLY 1 $t A5800 AOR 0. 1co $1.45800 PRsInman awa Pwy Fusnesince Pace 1013 DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWER 51 6010-A UI84 MANHOLE, STORM SEWER, SW-401. IN IN EA 1 $6,10000 $6,18000 100 E6.18000 63 6010.A 2072 MANHOLE, STORM SEWER. SWAU2, n IN. EA 1 $9.9]],00 $9, 9]]00 100 $9,9]]00 6J 6010A110A MANHOLE, STORM SEWER. SW-404,MX9 EA 2 $31,]]0.WO 563510.O0 2,00 $63.5g0.00 64 6010.E-0501 INTAKE, SINGLE GRATE, SW-501 EA 3 $2.195 Re $SSII 0 3,00 SB,SB500 8.5 6010E 1503 INTAKE, SINGLE GRATE WITH MANHOLE, SW-503 EA 2 $4,30600 $3612. 200 $8,6120E S6 6010B-1505 INTAKE, DOUBLE GRATE, SW-505 EA 3 $3A70.00 $10,4100 3.00 $10,4100D 67 60100.E-05. INTAKE, DOUBLE GRATE WITH MANHOLE, SW'506 EA 2 56,2.11. $12,57800 2A) $12.51000 &B 6010.E1100 MANHOLE ADJUSTMENT, MAJOR EA 3 $3.UP 00 $10.920 DD 0U0 SU J AS 6010.H-1000 REMOVAL OF MANHOLE OR INTAKE, STORM EA 4 V020.00 $17,28000 400 $1]2P000 DIVISION T - STREETS & RELATED WORK ] 1 7010LA 1090 PAVEMENT, PCC, CLASS C. 91N. SY B l90 $55 00 $450,450 W 6174.50 $419597. 50 72 701OA2090 PAVEMENT, REINFORCED PCC, CLASSC, W IN. BY 299 $7000 $20.930W 29841 $20..269 73 7010-1-SVX Pee PAVEMENT SAMPLES AND TESTING LS 1 $227000 $2.270IS 10W 02.2T0 W0 7.4 XJ0-C-1006 SHARES USE PATH, PCC, 61N. SY 1,41E S3550 lIS.339IS 000 SO WW 26 7036D-1012 SPECIAL SUBGRADE PREPARATION FOR SHARED USE PATHS, 121N. SY 2,OM $1 TS $643860 OOD W0 ]6 703W-E-1WW4 SIDEWALK, PCC. 41N. SY 725 53450 525.01250 O0J SOOD 27 7030-E-1006 SIDEWALK, PCC. 5 IN. BY 53 $48,00 $2.514.00 0.00 $0DU ]B 703RG1000 DETECTABLEWARNINGS SF fi0 $43.00 $2.5000 000 $OED 79 ID40-H-1000 PAVEMENTREMOVAL BY 95 $15.50 $1.472.50 000 $00J DIVISION 8 - TRAFFIC SIGNALS AND TRAFFIC CONTROL 9.1 POSTS FOR SIGNS. STEEL LF 208 $12.50 $2,60000 000 E600 82 TYPE A SIGNS SF 141 $10.50 $2.80850 000 $000 83 PAINTEDPAVEMENTMARKINGS, DURABLE 'STA 05 $13300 $11.289.04 000 5000 84 PAINTED SYMBOLS AND MARKINGS. DURABLE EA 24 $204.0. $4,696.00 000 $000 85 PANTED PAVEMENT MARKINGS ,WATERBORNE STA 9 $07,00 $]8]34 0IT 50110 8.6 TRAFFIC CONTROL LS 1 53.050.00 53,05000 0.50 INSCA 00 B] HANDI TYPE 111, 3P X 4W EA 3 $1 O2 G $X..PRS 100 $1,02600 AS FIBER TERMINATION PANEL. 40 POSITION, RACK MOUNT FA 2 $11.W $ip20W 0.00 $D 0J 89 FIBER OPTIC TERMINATIONS EA 72 $3600 $2,592W 000 $V0W 610 CONSNIT-2 IN. PVCMDPE LF 3715 $867 $32,209.0$ 37150D 53?2.eX 8.11 TRACER WIRE LF 4.050 S0.36 $1.45800 0.00 5000 812 PULL ROPE LF 4050 10.15 560250 000 $J W BR idt-1.11I.. 72 SINGLE MODE FIBER OPTIC CABLE, DRY CORE LF g850 $180 $0,37O00 000 SO WW L14 TRAFFIC BIGNALIZATION LS 4 $10,28600 $1026000 0,00 5W.W0 6.15 LS 1 $88.00000 $80.000 OD 010 $8PJ000 DIVISION 9 - SITEWORK AND LANDSCAPING 81 901OA-1300 CONVENTIONAL SEEDING B MULCHING. TYPE ACRE AK $]65.00 53.3660E 1.13 $1,093.95 5.2 SNINA-1100 CONVENTIONAL SEEDING B MULCHING. WEDAND SEEDING ACRE 0.0 $400000 $SOD 0.00 $J III 9,3 SOLIDS -I WO HYDRAULIC SEEDING, FERTILIZING&MULCHING, TYPE I(PERM. LAWN MIXTURE) ACRE 10 $2.550,00 $2,55000 000 6000 3A SHRR1400 HYDRAULIC SEEDING. FERTILIZING SMULCHING, TYPE 4(UBRAN TEMP MIXTURE) ACRE 6.0 $1.830.00 $10,9800D 1,18 S?16489 95 9DTGD 1000 WATERING MGAL 523 $41.00 $21 U,U J 100 IS 00 96 901OEi000 WARRANTY LS 1 $3,57000 $3,570.00 0.00 SOLO 9] MNGA-1000 STORMWATER POLLUTION PREVENTION PIAN(SWPPFL MANAGEMENT LS 1 $3,WO 00 $3 "Go 00 0]5 S2,28500 98 9010N 1000 SILT FENCE. INSTALLATION OF 3,123 $143 $446589 3974IS S5 GA202 BS 9040 N3000 SILT FENCE, REMOVAL LF 3.123 50.05 8156.15 000 WIT 9.10 9040�T-tOLU' INLETPROTECTION EA 0 $153 W0 $1,224.00 4.00 $012.00 911 9040J�0]020 RIP RAP, CLASS TON 127 $56.00 $]111200 191.84 1 $10.743,04 912 9040-13-1012 FILTER BOOKS. 12' GA. INSTAU 1.D B REMOVAL LF ]fi0 $330 $2,500.00 760.00 1 $2,500.00 DIVISION 12-STRUCTURES CULVERT QUANTITIES 12.1 FLOODED BACKFILL CY 153 $7650 $11,70450 15300 S11704% 122gANL-.RAFFNF EXCAVATION, CLASS 20 CY 103 52850 $5,21550 1P300 55,2155E 123STRUCTURAL CONCRETE (FEEL CY 210 5660 J0 $1 BL'P400 21]90 $187 394 00 124REINFORCING STEEL LB 11,]49 5326 SlJ$T0174 4174900 SIR 10174 12.5ORNAMENTAL METAL RAILING LF 122 $]200 $8,74800 2600 Si B]200 12fi COATING SY 152 $2000 59,810.S. OLD $000 GREENBELT WEIR QUANTITIES 121 GRANULAR BACKFILL TON 1.555 $2660 ILI 3. IX 105401 $28.036 fi] 12.8 EXCAVATION, CLASS 20 CY 1.W5 51225 513160]5 107500 S13.16875 129 STRUCTURAL CONCRETE (MISCELLANEOUS) CY 402 5J630J $305.06]]W 40190 $39506]]0 1210 REINFORCING STEEL LB 4],0]0 53fi2 IT 73.122US 1]0]8J0 51]012236 1211 ORNAMENTAL METAL RAILING LF 281 P200 $18,79920 .110 $18]992. 12,12 ANTI GRAFFITI COATING BY 264 531 J0 $B.18100 2440D $7.56400 1213 WEIR OUTLET CONTROL. 4- DIP WITH GATE VALVE EA 2 E850.OD $1.7.LL 20J 51.>00. Fe 1RF]O11D6]15E PRO- H, Ealexiorvtlsm P., 2 of BID ALTERNATE M1 At MODIFIED SUBBASE, 6' 6v 0780 Sfi.35 E55.]5300 0]0000 E55 ]5300 Al2 2010E-2000 E AVATIBN CIA5510, BORROW CY 1065 E5.30 SB,22950 -1 <83.33 5921900 TOTAL $2,01,3]6.59 E2,611.1T9.]0 MATERIAU STORED SUMMARY Description I Yol U.P. I Unit Pllce j Eatontletl Ca s1 TOTAL I.A. PAY REDDEST SUMMARY Total Appravetl Total Com@ pletl LonllaR Plice 52,933,29059 $2.61117978 AProvetl CM10n0e Ortlelt Apposed LFa" O1Ee12 Sa a20 DO $1 SBD0 Ppproved C0an9e OIOeo3 5000 Revisetl Conrad Price 52931 9]B 59 Ed, 611,179. 76 M aleoals Slated $O 00 Retainers 50% ITS.560. BB Total Eamed Less Ron diet. $2.480,62079. Total Previously Approved (list each) Pay Requastl 5191.204.20 Pay Request $74502203 Pay Requesl3 S403.55842 Pay Request) $261,073.01 Pay Requesl5 $333.807 B3 Pay Requesl5 Pay Request] Pay Requee10 Pay per, uesl9 Pay Request 10 Total P1.1—t y Applwatl E193a63141 Amount Due This Request $5<5,95T30 Percent Complete 89.1% Percent 0( Contract Proud mixed (in Calendar Days, Based on Notice to Proceed Date B Lanford ComgeVen Dakl 96fi% The amount 5j545i571 �s recom end.d lot aPProval for payment In acwrdanc-11, the lermsofthe Cunle, ', n Recommended By en. .I,n.rc Short— Signature Name Don Taylor Rome Joshua 0. DuBois., P.1 No..' Title Proectillanager Lead Civil Engineer Title —Ttle Date, Data' PPF]1114BUSE Alsence P re, Ealenelon. Xm s rmanmiss xas.mru..m.a.. Page 3 of