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HomeMy WebLinkAbout2017-09-18-J01G Alices Rd Corridor Phase 4_Pmt Est 10kv.6 Waukee `IWI P THE KEY 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. 10 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 $185,995.59. FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: Concrete Technologies has requested Payment Estimate No. 10 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 $185,995.59. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. Partial Payment No. 10 is for submitted quantities for pay period end date September 7, 2017. FISCAL IMPACT INCLUDING COSTIBENEFIT ANALYSIS: $185,995.59 COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 10 ATTACHMENTS: I. Partial Payment No. 10 I1. Letter of Recommendation PREPARED BY: Beth Richardson REVIEWED BY: John Gibson PUBLIC NOTICE INFORMATION -- NAME OF PUBLICATION: DATE OF PUBLICATION: � Fot h September 13, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #10 SE Alices Rd PCC Pavement Widening SE University Avenue to 425-11 North of SE Olson Drive Dear Mr. Gibson: Attached please find a detailed Pay Request for City Council approval on September 18, 2017. Submitted Quantity • 200 CY of Item 2, Class 10 Excavation • 715 CY of Item 5, Topsoil, Strip, Salvage and Spread • 512 CY of Item 6, Compaction w/ Moisture and Density Control • 205.76 CY of Item 9, Modified Subbase • 1,284.8 SY of Item 14, Temporary Paving • 528.63 Ton of Item 17, Granular Backfill • 124 CY of Item 18, Flooded Backfill • 1 EA of Item 32, S W-501 Intake • 0.75 EA of Item 34, SW-505 Intake • 0.25 EA of Item 36, SW-506 Mod 2 Intake • 2.0 EA of Item 39, Major Manhole Adjustment • 791.94 SY of Item 56, Removal of Pavement • 273.60 SY of Item 60, Removal of Sidewalk • 300.76 SY of Item 61, 5" PCC Sidewalk • 150 LF of Item 67, Electrical Circuits • 11 EA of Item 68, Handholes and Junction Boxes • 0.20 EA of Item 69, Control Cabinet • 0.10 LS of Item 74, Traffic Signalization • 0.06 LS of Item 75, Construction Survey • 500 LF of Item 104, Silt Fence 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 $185,995.59 for the work completed to date. Please let me know if you have any questions or need additional information. Sincerely, Foth Infrastructure and Environment, LLC Joshua C. DeBower, P.E. Lead Civil Engineer Encl: Pay Request #10 dated 09/12/17 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254-1393 Fax: (515) 254-1642 PAY REQUEST 10 &a � �►� •Fail Wou kee I" x$r fO gOOD UVY1G Waukee Public Works Department 806 University Avenue Wauke, IA 60263 Phone (615) 978-7920 Fax (515) 987-3979 Contractor: Concrete Technologies, Inc. 1001 SE 37th St Grimes, IA 60111 Project Title BE ALICES ROAD BE UNIVERSITY AVENUE TO BE OLSON DRIVE Project No. STP-U-8177(619)-70-25 Contract ID 25-8177-619 OEg. Contract Amount and Date $6,474,076.95 312VZ017 Estimated 11/24/2017 Completion Date Pay Period End Date 91712017 Pay Request Number 10 Date 911V2017 BID ITEMS Item No. Item Code Description Unit Est. Qty. Unit Price Extended Price Quantity Completed Value Completed 1 2101-0850MI CLEARING AND GRUBBING ACRE 10 $87500 $8,75000 1000 $8,75000 2 2102-271OD70 EXCAVATION, CLASS 10, ROADWAY & BORROW CY 19.817 $1135 $224.92295 6200,00 $70.37000 3 2102-2710090 EXCAVATION, CLASS 10, WASTE CY 1,424 $1260 $17.942 40 0.00 $0.00 4 2102-4560000 LOCATING TILE LINES STA 4 $41200 $1.648,00 0.38 S15656 5 2106-8425016 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 7,751 $1125 $87.19875 143000 $1608750 6 2107-0875000 COMPACTION WITH MOISTURE AND DENSITYCONTROL CY 10,246 $3.10 $31,762,60 3716.00 $11516.50 7 2113-0001000 6UBGRADE STABILIZATION MATERIAL, CRUSHED STONE BY 500 $16.70 $a35D OR 0,00 $0,00 8 2113 OD01100 SUBGRADE STABILIZATION MATERIAL, POLYMER GRID BY 500 $6,70 $3,35D.00 0,00 $000 9 21180100000 MODIFIED SU BBASE CY 5,366 $31.65 $169,833,90 1689.66 $53,477.74 10 2121-7425010 GRANULAR SHOULDERS, TYPE A TON 470 $40,40 $18,98800 0,00 $0,00 11 2301-1033100 STANDARD OR SLIP FORM POO PAVEMENT, CLASS C. CLASS 3 DURABIL SY 27,955 $6450 $1,803,097,50 10015.62 $64600762 12 23014874105 MEDIAN, DOWELLED P.C. CONCRETE, 6 INCH SY 558 $PA5 $51,252.30 0.00 $000 13 23014RN1722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES LS 1 $1.810.00 $1,at OSO 000 $0,00 14 2304-0101000 TEMPORARY PAVEMENT BY 4.632 $59.50 $275,604.00 326842 1 $194,471.17 15 2315-8275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 34 $40,40 $1137360 695.25 S2008810 16 2401-8750001 REMOVAL$ AS PER PLAN LS 1 $30.900.00 $30,90000 060 $18,540.BD 17 2402-0425031 GRANULAR BACKFILL TON 2.265 $20.60 $4665900 775,96 S15.98478 18 2402-0425NO FLOODED BACKFILL CY 290 $72.10 $20.909.00 124,00 $094040 19 2402-2720000 EXCAVATION, CUSS 20 CY 3,463 $29.90 $103.543.70 228750 $68.396.25 20 2403-DIODODO STRUCTURAL CONCRETE(MISCELUNEOUS) CY 262 $1,116,50 $292.523.00 219.64 $245,11641 21 2403-0100020 STRUCTURAL CONCRETE(RCB) CY 296 $948.00 $280.608.00 121,60 $115,276.80 22 2404-7776000 REINFORCING STEEL U3 1 88,240 $3.60 $317.664.00 34680.80 $124,850,88 23 2414-6460000 ORNAMENTAL METAL RAILING LF 962 $76,25 $73,35250 0,00 $0.00 24 2416-0100015 APRON, CONC, 15" EACH 1 $2,26500 $2,265,00 FAD $2,26500 25 2416-0100018 APRON, CONC, 16' EACH 1 $237000 $2,370.00 100 $2,37000 26 2416-0100024 APRON, CONC, 24" EACH 2 $2.780.00 $5,660,00 1.00 $2.780.00 27 2416-0100036 APRON, CONC, 3W EACH 1 $3.81000 $3610DO 1 00 $3.810.00 28 2430-DOOOIOD MODULAR BLOCK RETAINING WALL BE 593 $33.00 $19569 00 )DO $0.00 29 2435-0140148 MANHOLE. STORM SEWER, SW-401, 48IN. EACH 3 $2.990.00 $6970.00 075 $2.24250 30 2435-0140172 MANHOLE, STORM SEWER, SW-401, 72 IN. EACH 1 $6.180.00 $6,180.00 0.75 $4.63500 31 2435-0140196 MANHOLE, STORM SEWER, SW-401, 96IN. EACH 1 $18,025.00 $18.025.00 1.00 $18.02500 32 2435-0250100 INTAKE, SW-501 EACH 7 $3,090.00 $21.630.00 5,50 $16,99500 33 2435-0250300 INTAKE, SW-503 EACH 5 $4.735.00 $23,67500 600 $28.410.00 34 2435-0250500 INTAKE, SW-505 EACH 3 $4.430.00 $13.29000 3,00 $13.290.00 35 2435-0250600 INTAKE, SW-506 EACH 2 $6.180.00 $12.360.00 150 $9,270.00 35 2435-025RHO INTAKE, SW-506 MOD EACH 1 $8,035.00 $8.035.00 100 $8,035.00 37 2435-0251224 INTAKE, SW-512,24- EACH 2 $1,750.00 $3.600.00 500 $8.750.00 38 2435-0251236 INTAKE, SW-512, 36" EACH 3 $2,472,00 $7.416.00 1 00 $2,472.00 39 2435-W00020 MANHOLE ADJUSTMENT, MAIOR EACH 15 $1,44200 $21,630.00 200 $2,884.00 PR1113017L907SE Allces Road Phase Ceram rw+�naaaw,um,r-mm-g Ass.amarrer.a,m Page i 0f 4 40 9435-0600120 INTAKE ADJUSTMENT, MAJOR EACH 5 S2,060.00 $1030000 4,00 S8,240.00 41 2435-0700010 SW-211. CONNECTION TO EXISTING STORM SEWER STRUCTURE EACH 6 $1.153.50 $6,921.00 8SO S%22800 42 2501-8400172 TEMPORARYSHORING LS 1 $72,100.00 $72,10000 10o $72,100.00 43 2502-2308110 CONTINUOUS TRENCH GRAIN (500-20) LF 25 $1,235.00 $30,875.00 0.00 Saco 44 2502-8213206 SUBORAIN, PVC, STANDARD, PERFORATED, 61N, LF 2,388 $14.45 S34,505.60 44200 $638690 45 2502R8221006 SUBDRAIN RISER, 6 IN., AS PER PLAN EACH 4 $80000 $3,20000 0.00 Saco 46 2502-8221303 SUBDRAIN OUTLET, OR-303 EACH 20 $Zoo 00 $6,18000 SOO S0.00 47 2503-0111012 ISTORM SEWER GRAVITY MAIN, TRENCHED,(HDPE), 121N. LF 251 $6600 $16,56600 100.00 S6,600.00 48 2503-0114218 STORM SEWER GRAVITY MAIN. TRENCHED, RCP, 2000D(01-ASS III), IS II, LF 995 $77.25 $76,86375 742.00 $57319.50 49 2503-0114224 STORM SEWER GRAVITY MAIN,TRENCHED, RCP, 2000D(CLASS III), 241IN LF 353 $87.50 $31,76250 60600 $53,025.00 50 2503-0114230 STORM SEWER GRAVITY MAIN,TRENCHED, RCP, 200DO(CLASS III), 301 LF 45 $10825 $4.871.25 4500 $4,87125 51 2503-01142M STORM SEWER GRAVITY MAIN,TRENCHED, RCP, 2000D(CLASS III), 361 LF 1,070 $119.50 $127,86500 1075.00 S128,462.50 52 2503-0114615 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 3750D(CLASS V), 15 IN LF 1043 $7725 $80.57175 1044.00 $80,64900 53 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 361N. LF 1,044 $1545 $16,129.80 1042.00 1GRO6.90 54 2504-0150410 SANITARY SEWER FORCE MAIN, TRENCHED, (PVC), 101N. LF ISO $8450 S1098500 110.00 $9,29500 55 2507-8029000 1 EROSION STONE TON 30 $54.40 S1932SO 1922 $1,23777 56 251M745850 REMOVAL OF PAVEMENT BY 14,804 E875 $129535.00 5112.29 $44732.50 57 251043750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH ➢ $900.00 $6.300.00 8.00 $7,20000 58 2511-0300000 REMOVAL OF RECREATION TRAIL BY 810 $6,60 $5.346.00 46000 $3,036,00 59 2511-0302600 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 61N. BY 2893 $3740 $108,198.20 0.00 $0,00 60 2511-6745900 REMOVAL OF SIDEWALK BY 295 $9.50 $2,812.00 27938 $2,654,09 61 2511-7526005 SIDEWALK, P.C. CONCRETE, 51N. BY 868 $35.00 $30,38000 93243 $32.634.95 62 2511-7526101 DETECTABLE WARNINGS SF 328 $4225 $13,85BSO 0,00 $0.00 63 2515-2475008 DRIVEWAY, P.C. CONCRETE, 8 IN. SY 1.001 $4140 $47,447,40 1095.66 $51,934.28 64 2515-5746600 REMOVAL OF PAVED DRIVEWAY BY 2.046 $540 $11,048,40 20633 $1,114.20 65 2515-6910000 SAFETY CLOSURE EACH 12 $10300 $1,236,00 0,00 $0.00 fib 2523-0000100 LIGHTING POLES EACH 18 $8,035.00 $144,630.00 0,00 $0.00 67 2523-0000200 ELECTRICAL CIRCUITS LF 5,903 $10.30 $60800.90 120000 $12.36000 08 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH 25 $515.00 $12,875E0 1100 $5,665,00 69 2523-0000400 CONTROLCABINET EACH 1 $6.500.00 $6,60000 020 $1300So 70 2524-6965210 REMOVAL OF TYPE A SIGN ASSEMBLY EA 49 $72.00 $352800 000 $0.00 71 2524-9089100 DELINEATOR, RIGID -TYPEI EACH 4 $51.50 $206.00 000 $0,00 72 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS LF 518 $10.26 $530950 000 S0.00 73 2524-9325001 TYPE A SIG NS, SHEET ALUM INUM SF 355 $2060 $7.313SO 000 $000 74 2525-0000100 TRAFFIC SIGNALIZATION LS 1 $210.000.00 $210,000.00 0,10 $21,000.00 75 2526-8285000 CONSTRUCTION SURVEY LS 1 $21.600,00 $21,600.00 O66 $14,18400 76 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED STA 131 $71,00 $9.301.00 4905 $3.48255 77 2529-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA 88 $12375 $10,890,00 0,00 $0.00 78 25279263131 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 191 $108,25 $20,67575 22.84 $2,472,43 79 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT -BASED EACH 13 $9275 $1,205.75 0,00 $0,00 80 2527-9263143 PAINTED SYMBOLS AND LEGENDS, DURABLE EACH 29 $216.50 $6,27850 000 $0.00 Of 2527-9263152 PRE-CUT SYMBO LS AND LEGENDS, REGULAR MARKING TAPE EACH 14 $10300 $1,442,00 700 $721.00 82 2527-9263180 PAVEMENT MARKINGS REMOVED STA 8 $62.00 $496,00 4797 $2,974.14 83 2528-8400048 TEMPORARY BARRIER RAIL, CONCRETE LF 4,551 $7.90 $35952.90 37500 $2,962.50 84 2528-8445110 TRAFFIC CONTROL LS 1 $18.335.00 $18,33500 053 $9,656.43 85 2528-8445113 FLAGGERS EACH 15 $45000 S6750.00 7.00 $3,150.00 86 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN(PDMS) CDAY 240 $62.00 $14,88000 1200 $74400 87 2533-4980005 MOBILIZATION LS 1 $442.000,00 $44200000 10o $442,00000 88 2554-0114012 WATER WIN, TRENCHED, POLYVINYL CHLORIDE PIPE (PVC), 121N. LP 610 $80.50 $49.105.00 627,00 $5047350 89 2554-0202400 FITTINGS BY COUNT, POLYVINYL CHLORIDE (PVC), EACH 7 $60000 $4,200,00 1300 $7800.00 90 2554-0207012 VALVE, GATE, DIP, 121N, EACH 4 $2,575.00 $10.300.00 5OD $1287500 91 2554-0208012 TAPPING VALVE ASSEMBLY, 121N. EACH 4 $23.700,00 $94.800.00 1.00 $2370000 92 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 10 $7,21000 $72.100.00 10,00 $72,10000 93 2599-9999005 ADJUSTMENTOF FIXTURES EACH 20 $46500 $9.300.00 8.00 $3.72000 94 2599-9999005 WATERMAIN VERTICAL RELOCATION EACH 2 $9,475.00 $18.950.00 1.00 $9.47500 95 2599-9999010 SUBMERSIBLE CENTRIFUGAL STORMWATER PUMPS LS 1 $83,92500 $83,925.00 OSO $0,00 96 2599-9999010 ELECTRICAL SYSTEM FOR STORMWATER PUMPS LS 1 $47,210.00 $47,21000 OOO $0.00 W 2599-9999010 STORMWATER POLLUTION PREVENTION PLAN(SARRE), MANAGEMENT LS 1 $5,72000 $5,720.00 0.47 $2.68840 98 2599-9999010 UNDERPASS LIGHTING LS 1 $14,420S0 $14,42D.00 000 $0,00 PR10401T0907SE Alices Road Phase 4.XIsm •p.wuv--ti nomim�amU.®r.sEUKKvmmss. I a- Page 2 of 99 2599-999901E ANTI -GRAFFITI COATING SV W5 $19.50 $19.012.50 0.00 S000 100 2599-999902D GRANULAR BEDDING TON 525 $36.00 $18.900.00 362.05 $13,03380 101 2601-28S4100 MULCHING ACRE ] $875.00 $6.125,00 0,00 $0.00 102 2601-2636044 SEEDING AND FERTILIZING (URBAN) ACRE ] $1.415.00 $9,905,00 0.00 $0.00 103 2601-2642120 STABILIZING CROP- SEEDING AND FERTILIZING (URBAN) ACRE 10 $670.00 $6.700,00 0.00 $000 104 2602-0000020 SILT FENCE LF 3,656 $180 $6,58000 500.0D $900.00 105 2602-00DO030 SILT FENCE FOR DITCH CHECKS LF 810 $180 $1,45800 0.0D $0.00 106 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 3,465 $050 3173280 0.00 $0,00 107 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 347 $1.00 $347,00 0.00 $T00 108 2602-0000130 TEMPORARY SEDIMENT CONTROL BASIN EACH 32 $215,00 $6,880 00 0.00 $000 109 602-OD 2003ERIMET ER ANO SLOPE SEDIMENT CONTROL DEVICE, 121N.DW. PREMOVAL LF 1,320 $3.15 $4,158.00 ]OJ 00 $2,214.45 110 2602-000035012 OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 1,320 $0.50 $6600 0 0,00 $000 ill 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 3 $50000 $1.500.00 0,00 $0.00 112 2602-0010020 MOBILIZATIONS , EMERGENCY EROSION CONTROL EACH 1 $1.000.00 $Too 00 1.00 $1 000,00 CHANGE ORDER 1 8001 2102-2625001 EMBANKMENT IN PEACE, FURISHED CY 2,159 $29.20 $63,04280 000 $0,00 8002 2102-2710090 EXCAVATION, CLASS 10 WASTE CY 7,521 $1]]5 $133,497 ]5 000 $0.00 8003 2519-3700D00 GATES, AS PER PLAN EACH 4 $1,017.80 $4.07000 0.00 $000 8004 2519-4200090 REMOVAL AND REINSTALL FENCE LF 980 $14,15 $13,867.00 0,00 $000 8005 2599-9999009 SUBDRAEN, PVC, UNSPECIFIED DIAMETER LF 40 S48A3 $1,921.20 5200 $2,497.56 8006 2301-1033100 EWO\COST-PCC C-SUO MIX CY 5,000 $193 $11,580,00 271300 S5,23609 8007 2554-0208005 TAPPING VALVE ASSEMBLY, 81N. EACH 1 S15,400.00 $15.400,00 1.00 $1540D 00 8008 2524-9089100 DELINEATOR, RIGID TYPE I; INSTALL AND REMOVE EACH 25 $44.00 $1.10000 2500 $1, 100.00 TOTAL $6,718,555.70 $3,095,969.89 PR10-2017490]SE Allces Road Phase 4.xlsm cp_.vm.p�vaumiaxm-E- Res -4- Page 3 of 4 MATERIALS STORED SUMMARY Description aof Units Unit Price Fxtentletl Cast TOTAL E0.00 PAY REQUEST SUMMARY Total Approved Total Completed Contract Price $6,474,076.98 $3,095,96989 Approved Change Order l $182.28035 Approved Change Order 2 $0.00 Approved Change Order 3 $000 Revised Contract Price $6.656.357.30 $3,095.96989 Materials Stored $0.00 Retainage(3% to a maximum of$30.000) $30.00000 Total Earned Less Resurage $3065969.89 Total Previously Approved (list each) Pay Request $173.236.33 Pay Request $268,375.60 Pay Request $102,682.91 Pay Request $225.57616 Pay Request 5 $410.612.12 Pay Request $292,278.16 Pay Request] $871,603.91 Pay Request8 $339,026,63 Pay Request9 $196,581.90 Pay Request 10 Total Previously Approved $2,879.974.30 Amount Due This Request $186,905.59 Percent Complete 46.5% Percent of Contract Period Utilized (In Calendar Day; Based on Notice to Proceed Data 8 Contract Compliom Date) 68.4% The amount 185 995 59 is recommended for approval for payment in accordance with the terms of the Contract Coltracti r: C emphasis Tachnol Whi lflc, RutomuIimel By: poll antrulrodure Chocked By: CI of _ Sassari. Sou.no. Gods Mehl Name lame Date IR.J. life PR e-20ti-0901-SE Allces Road Phase 4,xism •b»_.ew+v._.kmmes®sva�o-mir ®+-sEu�a. ae.avm•:. u•m Page 4 of 4