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HomeMy WebLinkAbout2017-09-05-J01F Alices Rd Corridor Phase 4_Pmt Est 9ffloV/aukee .WIr THE KEY TO GOOD LIVING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: September 5, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 9 to Concrete Technologies for the SE Alice's Rd PCC Pavement Widening SE University Avenue to 425-ft North of SE Olson Drive Project in the amount of $196,581.90. FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: Concrete Technologies has requested Payment Estimate No. 9 for the work completed on SE Alice's Rd PCC Pavement Widening SE University Avenue to 425-ft North of SE Olson Drive project in the amount of $196,581.90. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. Partial Payment No. 9 is for submitted quantities for pay period end date August 24, 2017. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSIONBOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 9 ATTACHMENTS: I. Partial Payment No. 9 II. Letter of Recommendation PREPARED BY: Beth Richardson/Rudy Koester REVIEWED BY: John Gibson PUBLIC NOTICE INFORMATION --- NAME OF PUBLICATION: DATE OF PUBLICATION: $196,581.90 v Foth August 31, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #9 SE Alices Rd PCC Pavement Widening SE University Avenue to 425-ft North of SE Olson Drive Dear Mr. Gibson: Attached please find a detailed Pay Request for City Council approval on September 5, 2017 Submitted Quantity • 1,099.32 SY of Item 11, 10" PCC Pavement • 34.50 CY of Item 21, Structural Concrete (RCB) • 100 LF of Item 47, 12" HDPE Storm Sewer • 631.67 SY of Item 61, 5" PCC Sidewalk • 1,095.66 SY of Item 63, 8" PCC Driveway • 1,050 LF of Item 67, Electrical Circuits • 0.07 LS of Item 75, Construction Survey 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 Concrete Technologies, Inc. of Grimes, Iowa in the amount of $196,581.90 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 #9 dated 08/30/17 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254-1393 Fax: (515) 254-1642 PAY REQUEST Waukee Public Works Department 805 University Avenue Wauke, IA 60263 Phone (615) 978-7920 Fax (615) 987-3979 Waukee em KIY 1O GOOO UVU1G Contractor: Concrete Technologies, Inc. 1001 SE 37th St Grimes, IA 50111 Project Title SE ALICES ROAD BE UNIVERSITY AVENUE TO BE OLSON DRIVE Project No. STP-U-8177(619)-70-25 Contract ID 25-8177-619 Ong. Contract E6,4]4,076.95 3/22/2017 Amount and Data Estimated Completion Date 1112412017 Pay Period End Date 8124/2017 Pay Request Number 9 Date 8/3012017 BID ITEMS Item No. Item Code Description Unit Est. Cry. Unit Price Extended Price Quantity Completed Value Completed 1 2101-0850001 CLEARING AND GRUBBING ACRE 10 $87500 $8.750.00 10.00 $8,750.00 2 2102-2710070 EXCAVATION. CLASS I0. ROADWAY S BORROW CY 19,817 51135 $224.922.95 600000 $68,100,00 3 2102-2710090 EXCAVATION, CLASS 10, WASTE CY 1424 $1260 $17.942.40 0.00 $0.00 4 2102-4K000O LOCATING TILE LINES STA 4 $4120D $1,648.00 0.35 $156.55 5 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 7.751 $1125 $87.198.75 715.00 $8,043,75 6 2107-0875000 COMPACTION WITH MOISTU RE AND DENSITY CONTROL CY 10.246 $3.10 $31.762.60 3203 DO $9S2930 - 2113-0001000 SUBGRADE STABILIZATION MATERIAL, CRUSHED STONE BY 500 51670 $8,350.00 000 $0.00 e 2113-0001100 SUBGRADE STABILIZATION MATERIAL, POLYMER GRID BY 500 $6.70 $3,350.00 000 $000 9 2115-0100000 MODIFIEDSUBBASE CY 5,366 $3165 1159,833.90 1483,90 $4696544 10 2121-7425010 GRANULAR SHOULDERS, TYPE A TON 470 $4040 $18,988,00 0,00 SOSO 11 2301-1033100 STANDARD OR SLIP FORM POO PAVEMENT, CLASS C, CLASS 3 OURABIL BY 27.955 $64.50 $1803,09T50 1001562 $546.00762 12 2301-48741M MEDIAN, DOWELLED P C. CONCRETE, 6 INCH SY 558 $9185 $51,2523D 0.00 $0.00 13 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES LS 1 $1.810.00 $1.810.00 0.00 $000 14 2304-0101000 TEMPORARY PAVEMENT BY 4,632 $59.50 $27560400 198362 $118,025.57 15 23151275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 34 $40AD 51.37360 69525 $28VEK 10 16 2401E750001 REMOVALS, AS PER PLAN LS 1 $30,900.00 53090000 060 518.54000 17 2402-0425031 GRANULAR BACKFILL TON 2,265 $20.60 54665900 247,33 $5095OD 18 2402-0426040 FLOODED BACKFILL CY 290 $72.10 $20,90900 000 $000 19 2402-2720000 EXCAVATION, CLASS 20 CY 3,463 $29.90 $103.543.70 2287,50 $68,39625 20 2403-0100000 STRUCTURAL CONCRETE (MISCELLANEOUS) CY 262 $1116.50 $292,523,00 21954 $24511641 21 2403-0100020 STRUCTURAL CONCRETE (ROD) CY 296 $948,00 $280.608.00 121.60 $115,27680 22 24D47775000 REINFORCING STEEL LB 88,240 ZGSO $317.664.00 3468080 $124,85088 23 2414-6460000 ORNAMENTAL METAL RAILING LF 962 $7625 $73352.50 0.00 $0.00 24 2416-0100015 APRON, CONC, 15" EACH 1 $2265.00 $2.265.00 1.00 $2,265 00 25 2416-0100018 APRON, CONC, 15" EACH 1 $2.370.00 $2.370.00 1.00 $2,370 DO 26 2416-0100024 APRON, CONIC, 24" EACH 2 $2.780.00 $5.660.00 1.00 $2,780 00 27 2416-0100036 APRON, CONIC, 36" EACH 1 $381000 $3,810,00 1.00 $3,810.00 28 2430-0000100 MODULAR BLOCK RETAIN ING WALL BE 593 $3300 $19,569.00 0.00 $000 29 2435-0140148 MANHOLE, STORM SEWER, SW-401, 481N. EACH 3 $2.990.00 $5,970.00 0,75 $224250 30 2435 0140172 MANHOLE, STORM SEWER, SW-401, 721N, EACH 1 $6.180 00 56,180.00 0.75 $4.635.00 31 2435-D140196 MANHOLE, STORM SEWER, SW-401, 96 IN. EACH 1 $18,025.00 $18,025.00 100 $18.02500 32 2435025000 INTAKE, SW-501 EACH 7 $3,09000 $21,630.00 4.50 513,90500 33 2435-0250300 INTAKE, SW-503 EACH 5 54,73500 $23675 DO 500 $2341000 34 2435-0250500 INTAKE, SW-505 EACH 3 $443000 $1329000 225 59,967,50 35 2435-0250600 INTAKE, SW-506 EACH 2 $6,180.00 $12,36000 150 $927000 36 2435-0250610 INTAKE, SW-506 MOD EACH 1 $8,035,00 $8,035.00 075 $6,02525 37 2435-0251224 INTAKE, SW-51224" EACH 2 $1,75000 $3,5DOSO 5.00 $8.750,00 38 2435-0251236 INTAKE, SW-512, 36" EACH 3 $2,47200 $7,41600 100 $2.472.00 39 2435-0600020 MANHOLE ADJUSTMENT, MAJOR EACH 15 $1,442,00 $21.630.00 0.00 $000 PIS 2017-08245E Alices Road Phase 4A- ..� wa.wxwa"avos+wa-m+rnemsE.......Page 1 of 4 40 24350600120 INTAKE ADJUSTMENT. MAJOR EACH 5 $2,06000 $10,300.00 0.00 $000 41 2435-0700010 SW-211, CONNECTION TO EXISTING STORM SEWER STRUCTURE EACH 6 $1,153.50 $6,921.00 800 $9,22800 42 2501-B400172 TEMPORARY SHORING ITS 1 $72.100.00 9210000 100 $72,10000 43 2502-2308110 CONTINUOUS TRENCH DRAIN (50020) LF 25 $123500 $30,87500 0.00 $0.00 44 2502-5213206 SUSDRAIN, PVC, STANDARD, PERFORATED, 5 IN. HE 23B8 $1445 $34,506.60 442,00 $6,386.90 45 2502-B221006 SUSDRAIN RISER, 61N- AS PER PLAN EACH 4 $800.00 $3,200.00 0.00 $0,00 46 2502-8221303 SU8DRAIN OUTLET. DR-303 EACH 20 $309.00 $6,180.00 0.00 $000 47 2503-0111012 STORM SEWER GRAVITY MAIN. TRENCHED.(HDPE), 121N, LF 251 $6600 $16566.00 10000 $6.600.00 48 2603-0114218 STORM SEWER GRAVITY MAIN,TRENCHED, RCP, 2000D(CIASS 111), 181 LF 995 $7T25 $76,863.75 742,00 $57.31950 49 2503-0114224 STORM SEWER GRAVITY MAIN,TRENCHED, RCP, 2000D(CLASS 111), 24 lE LF 363 $87.50 $31,762,50 606.D0 $5302500 50 2503-0114230 STORM SEWER GRAVITY MAIN. TRENCHED, RCP, 2000D (CLASS 111) 301 LF 45 $108.25 $4,871.25 4500 $4,871.25 51 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 2000D (CLASS 111), 361 LF 1,070 $11950 $127,86500 107500 $128462.5D 52 2503-0114615 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 3750D (CLASS V), 15 M HE 1043 $7T25 S80,571 75 1044.00 $8064900 53 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 361N, LF 1044 $1545 $16,129.80 1042,00 $16.09820 54 2504-0150410 SANITARY SEWER FORCE MAIN, TRENCHED, (PVC), 101N, LF ISO $8450 $10,985,00 110:00 59,295.00 55 2507-0029000 EROSION STONE TON 30 $64.40 $1,932.00 19.22 St 23Z]] 56 2510E745850 REMOVAL OF PAVEMENT SY 14,804 $8.75 $129535.00 432034 $37,802.99 51 2510DON0500 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH ] $900.00 $6,300,00 800 $7,20000 58 2511-0300000 REMOVAL OF RECREATION TRAIL BY 810 $6.60 $5,345.00 46000 $3,03500 59 2511-0302600 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 61N. SY 2.893 $37.40 $108,198,20 0.00 $000 60 261 L6745900 REMOVAL OF SIDEWALK SY 2% $9.60 $2812,00 578 $5489 61 2511-7526005 SIDEWALK, P.C. CONCRETE, 51N, SY 868 $35.00 $30,380.00 631 67 S22,10835 62 2511-7528101 DETECTABLE WARNINGS SF 328 $42.25 $13,858.00 0.00 $000 63 2515-2475008 DRIVEWAY,PC. CONCRETE, 81N- BY 1001 $47.40 $47,447,40 109566 $5193428 64 2515-6745600 REMOVAL OF PAVED DRIVEWAY SY 2.046 $540 $11.048.40 206.33 51, 114.20 65 2518-6910000 SAFETY CLOSURE EACH 12 $103.00 $1,23600 000 $000 66 25230000100 LIGHTING POLES EACH 18 $803500 $144.630.00 0.00 50.00 67 2523-0000200 ELECTRICAL CIRCUITS LF 5S03 $1060 $60,800.90 1050.00 $1081500 68 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH 25 $51500 $12.87500 000 $0.00 69 2523-0000400 CONTROL CABINET EACH 1 $6,50000 $6,50000 OOO $0.00 70 2524-6765210 REMOVAL OF TYPE A SIGN ASSEMBLY EA 49 $72BO SO 52800 00O $000 71 2524 9089100 DELINEATOR, RIGID -TYPEI EACH 4 $5160 $20600 000 $0.00 72 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS LF 618 $1025 $5,309.50 0.00 $0.00 13 2524-932MOl TYPE A SIGNS, SHEET ALUMINUM BE 355 $20.60 $7,31300 000 $0,00 74 2525-0000100 TRAFFIC SIGNALIZATION LS 1 $210,00000 $210,000.00 0.00 $000 75 2626-8285000 CONSTRUCTION SURVEY LS 1 $21,600.00 $2180900 060 $12,888.00 76 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED STA 131 $71.00 $9,301.OD 4905 $3,482.56 ]] 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA BB $12375 $10189000 0.00 $000 78 252-9263131 WET R ETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 191 $10825 $20,6]5]5 22,84 $247243 79 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENTBASEDEACH 13 $9275 $1,20515 0.00 $000 80 25279263143 PAINTED SYMBOLS AND LEGENDS, DURABLE EACH 29 $21650 $6.278.50 0.00 $0.00 81 252]-9263152 PRE-CUT SYMBOLS AND LEGENDS, REG ULAR MARKING TAPE EACH 14 $f0300 $1.442.00 7,00 $72100 82 2527-9263180 PAVEM ENT MARKI NOS REMOVED STA 5 $62,00 $496.00 4797 $2974.14 83 2528-8400048 TEMPORARY BARRIER RAIL, CONCRETE LF 4,551 $7.90 $35,95290 375.00 $2,962.50 84 2528-8445110 TRAFFIC CONTROL ITS 1 $18,33500 $18,335.00 0.53 $965643 85 2528-8445113 FLAGGERS EACH 15 $450.00 $6,750,00 7.00 $3,15000 86 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN(PDMS) CDAY 240 $6200 $14,88000 1200 5744.00 87 25334980005 MOBILIZATION LS 1 $442.00000 $442,000.00 1.00 $44200000 88 2554-0114012 WATER MAIN,TRENCHED, POLYVINYL CHLORIDE PIPE (PVC). 121N, LF 610 $8060 $49,105.00 62.00 $5047350 89 2554-0202400 FITTINGS BY COUNT, POLYVINYL CHLORIDE (POOL, EACH ➢ $600.00 $4,200.OD 13.00 57,80000 90 2554-0207012 VALVE, GATE, DIP, 121N. EACH 4 $2.57500 $10,300,00 500 $12,875.00 91 2554-0208012 TAPPING VALVE ASSEMBLY, 121N. EACH 4 $23,700.00 $94,800,00 1 DO $23.70000 92 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 10 $7,21000 $72,10000 1000 $72,100.00 93 2599-9999005 ADJUSTMENT OF FIXTURES EACH 20 $46500 $9.300.00 8.00 $3.120.00 94 2599-9999005 WATERMAIN VERTICAL RELOCATION EACH 2 $9,475.00 $16,950,00 1.00 $947500 95 2599-9999010 SUBMERSIBLE CENTRIFUGAL STORMWATER PUMPS LS 1 $83,925.00 $8392500 000 5000 96 2599-9999010 ELECTRICAL SYSTEM FOR STORMWATER PUMPS LS 1 $4721000 $47,21000 0,00 $0.00 97 2599-9999010 STORMWATER POLLUTION PREVENTION PLAN(SWPPP), MANAGEMENT LS 1 $5,72000 $5]20.00 0.47 $268840 98 2599-9999010 UNDERPASS LIGHTING LS 1 $14,420.00 $14.420.00 0,00 $0.00 PM-M17-U924-SE Ali- R-d Ph-4.xbm �w.,sm�,y.._.wra.awaavm.mnaazesEu... no,em.,.<a.. Page 2 of 4 99 2599-9999018 ANTI -GRAFFITI COATING SV 915 $19.50 $19,012.50 000 $0.00 100 2599-9999020 GRANULAR BEDDING TON 52$ $36.00 $18,900.00 362.0E $13.033.80 101 2601-263410D MULCHING ACRE T S875a6 $6,125.00 0.00 $000 102 2601-26WO44 SEEDING AND FERTILIZING (URBAN) ACRE T $1,415.00 $9,905,00 000 $0.00 103 2001-2642120 STABILIZINGCROP SEEDING AND FERTILIZING(URBAN) ACRE 10 $67000 $6,700.00 0.00 $0.00 104 2602-0000020 SILTFENCE LF 3,6% $1BO 56,580.80 0.00 $000 105 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 810 $1 B0 $1,450.00 0.00 $000 106 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 3,465 $0.50 $1 (732.50 0.00 $0.00 107 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 347 $100 '341.00 000 $000 108 2602-0000130 TEMPORARY SEDIMENT CONTROL BASIN EACH 32 1215.00 5668000 000 $0,00 109 2602-0000312 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 12IN. DIA. LF 1,320 $3.15 54,15800 70300 $2,21445 110 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 1,320 $0.50 566000 000 S000 111 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 3 $500.00 St $OOAO 0,00 $0.00 112 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1 $1,00000 $100000 100 $1,000.00 CHANGE ORDER 8001 2102-2625001 EMBANKMENT IN PLACE, PUNISHED CY 2,159 $29.20 $6304280 000 $0,00 8002 2102-2710090 EXCAVATION, CLASS 10 WASTE CY 7,521 $1]]5 3133?9735 0,00 $0,00 8003 2519-3700000 GATES, AS PER PLAN EACH 4 $1,017.50 $4.07000 0,00 $0.00 8004 2519-4200090 REMOVAL AND REINSTALL FENCE LF 980 $14,15 $13,86700 000 $000 8005 2599-9999009 SUBDRAIN, PVC. UNSPECIFIED DIAMETER LF 40 $40.03 $1 921 20 5200 $2,497.56 8005 2301-1033100 EWO\COST-PCC C-SUO MIX GY 6000 $193 $11.580.00 2713.00 $5,23609 8007 3554-0208008 TAPPING VALVE ASSEMBLY, B IN. EACH 1 $15,400,00 $15.400.00 1.00 $1540000 8008 2624-9089100 DELINEATOR, RIGID TYPE 1; INSTALL AND REMOVE EACH 25 $44.00 $1.10000 2500 $1.100.00 TOTAL $6,718,555.70 $2,909.974.30 PR98017-093444E Ades Road Phase 4.xlam _ +w_.vw�.�ommma.zwrrox.sevKK. a—m.ma Page 3 of4 MATERIALS STORED SUMMARY Description 9 of Units Unit Price Extended Cost TOTAL $0.00 PAY REQUEST SUMMARY Total Approved Total Completed Contract Price $6,414,07695 $2.909,974.30 Approved Change Order $182,280.35 Approved Change Order $0.00 Approved Change Order $0 00 Revised Contract Price $6.656,357 30 $2.909,97430 Materials Stored $000 Retainage(3% to a maximum of$30,000) $301000oo Total Earned Less Relainin, $2.819,97430 Total Previously Approved (list each) Pay Requests $173,236.33 Pay Request $26837560 Pay Request $102.682.91 Pay Request $226,576.76 Pay Request $410612.12 Pay Request $292,278.14 Pay Request] $871603.91 Pay Request $339,026 63 Pay Request Pay Request 10 Total Previously Approved $2,683.392.40 Amount Due This Request $196,561.90 Percent Complete 43.7% Percent of Contract Period Utilized (In Calendar Days, Based on Notice t0 Proceed Date 6 Contract Oomple6on Dale) 62.5% The amount $196.581.90 is recommended for aooroval for cement in accordance with the terms of the Contract C ontracul Raoommmidi By: cluolu E my: C Donato Tselmoliglipss his, Pont Mro3lrUUUq CINOt Iuux ,,"Iaflh. :i'Il Yllrn Home Rmne Ram" IFP Is. lillti flat. fLnn Hahn I'mas011-09YOSE Slices Road Phase 4.xlsm =w..dm.p. wynw.sremnmeau�ruvza.srutnaoeam.reaa.m Page 4 of