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HomeMy WebLinkAbout2017-07-24-J11 Alices Rd Corridor Phase 4_Pmt Est 61,1►;4 Waukee ■1THE KEY TO GOOD LVING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 24, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 6 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 $292,278.14. FORMAT: Motion SYNOPSIS INCLUDING PRO & CON: Concrete Technologies has requested Payment Estimate No. 5 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 $292,278.14. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. Partial Payment No. 6 is for submitted quantities for pay period end date July 13, 2017. FISCAL IMPACT INCLUDING COSTBENEFIT ANALYSIS: $292,278.14 COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 6 ATTACHMENTS: 1. Partial Payment No. 6 II. Letter of Recommendation PREPARED BY: Beth Richardson/Rudy Koester REVIEWED BY: John Gibson ` PUBLIC NOTICE INFORMATION — NAME OF PUBLICATION: DATE OF PUBLICATION: vi Fot h July 19, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #6 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 July 24, 2017. Submitted Quantity • 1000 CY of Item 2, Excavation Class 10, Roadway & Borrow • 2000 CY of Item 6, Compaction with Moisture and Density Control • 0.13 LS of Item 16, Removals, As Per Plan • 58.40 CY of Item 20, Structural Concrete (Miscellaneous) • 8324.3 LB of Item 22, Reinforcing Steel • 1.0 EA of Item 25, 18" Concrete Apron • 0.75 EA of Item 29, SW-401, 48 In. • 3.0 EA of Item 32, S W-501 Intake • 1.5 EA of Item 34, S W-505 Intake • 1.0 EA of Item 41, SW-211 Connection to Exist. Storm Sewer Structure • 41 LF of Item 48, 18" RCP Storm • 201 LF of Item 52, 15" RCP Storm Sewer • 2490.9 SY of Item 56, Removal of Pavement • 1.0 EA of Item 57, Removal of Intakes and Utility Accesses • 0.07 LS of Item 75, Construction Survey • 49.05 STA of Item 76, Pavement Markings, Waterborne or Solvent -Based • 22.84 STA of Item 78, Wet Retroreflective Removable Tape Markings • 7.0 EA of Item 81, Pre-cut Symbols and Legends, Regular Marking Tape • 47.97 STA of Item 82, Pavement Markings Removed • 375.0 LF of Item 83, Temporary Barrier Rail, Concrete • 0.07 LS of Item 84, Traffic Control • 2.0 EA of Item 85, Flaggers • 0.25 LS of Item 87, Mobilization • 2 EA of Item 92, Fire Hydrant Assembly • 1 EA of Item 93, Adjustment of Fixtures • 0.13 LS of Item 97, SWPPP Management 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 264-1393 Fax: (515) 254-1642 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 $292,278.14 for the work completed to date. Please let me know if you have any questions or need additional information. Sincerely, Foth Infrastructure and Environment, LLC Joshua C. DeBower, P.E. Lead Civil Engineer Encl: Pay Request #6 dated 07/13/17 Ltr-2017-0719-SEAlicesRdPh4-Recommend PayApp6.docx 7/19/2017 PAY REQUEST Ilk 9X r-\r V/caukee mr u r ro coon 1mHc Waukee Public Works Department 806 University Avenue Wauke, IA 60263 Phone (616) 978-7920 Fax (515) 987-3979 Contractor: Concrete Technologies, Inc. 1001 SE 37th St Grimes, IA 60111 Project Title BE ALICES ROAD BE UNIVERSITY AVENUE TO BE OLSON DRIVE Project No. STP-U-0177(619)-70.2$ Contract ID 254177-619 Drip. Contract $6,474,076.95 312V2017 Amount and Data Estimated 11124/2017 Completion Date Pay Period End Date 7/13/2017 Pay Request Number 6 Date 7/191ZD17 BID ITEMS It.. No. Item Code Description Unit Est. Qty. Unit Price Extended Price Quantity Completed Value Completed 1 2101-0850001 CLEARING AND GRUBBING ACRE 10 $875.00 $8,760.00 1000 S675000 2 2102-2710070 EXCAVATION, CLASS 10 ROADWAY B BORROW CY 19,817 $11.35 $224,92295 600000 $68,100.00 3 2102-2710090 EXCAVATION, CLASS 10 WASTE CY 1424 $1260 $17,94240 0.00 $000 4 21024560000 LOCATING TILE LINES STA 4 $41200 $1,648.00 038 S155S6 5 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 7,751 $1125 $87,198,75 715.00 Se,D4375 6 2107-0875000 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 10246 $3.10 $31762,60 200000 $6,20000 7 2113-0001000 6UBGRADE STABILIZATION MATERIAL, CRUSHED STONE BY 500 $16.70 $8,35000 000 5000 6 2113-0001100 SUBGRADESTABILIZATION MATERIAL, POLYMER GRID BY 500 $670 $3350OD 000 $0.00 2115-0100000 MODIFIED SUBBASE CY 5.366 $3165 $169.83390 0.00 $0.00 10 2121-7425010 GRANULAR SHOULDERS. TYPE A TON 470 $4040 $18.98800 000 $0,00 it 2301-1033100 STANDARD OR SLIP FORM PCC PAVEMENT, CLASS C, CLASS 3 DURABIL BY 27,955 $6450 $18030975D coo $0.00 12 2301-48741% MEDIAN, DOWELLED P.C. CONCRETE, 6 INCH BY 558 $9185 S5125230 Sou $000 13 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES LS 1 $1,81000 $1,81000 0,00 $000 14 2304-0101 00. TEMPORARY PAVEMENT BY 4632 $5950 S275,604.00 198362 $118,025S7 15 2316-8276026 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 34 S4010 $1,37360 69525 S28.088A0 16 2401-6750001 REMOVALS, AS PER PLAN LS 1 $301900.00 $30,90000 0,60 S18,540,00 17 24D2-0425031 GRANULAR BACKFILL TON 2,265 $20.60 $46,659,00 0.00 $000 18 2402-0425040 FLOODED BACKFILL CY 290 $72.10 $20,909.00 000 $000 19 2402-2720000 EXCAVATION, CLASS 20 CY 3463 $2990 $103543.70 1112.50 53326375 20 2403-0100000 STRUCTURAL CONCRETE (MISCELLANEOUS) CY 262 $1.11650 $292,523.00 198.18 $22126797 21 2403-0100020 STRUCTURAL CONCRETE (ROD) CY 296 $948.00 $28060800 000 50.00 22 2404-7775000 REINFORCING STEEL LB 88.240 $3,60 $317,66400 15680.80 S5645088 23 2414-6460000 ORNAMENTAL METAL RAILING LF 962 $7625 $73,352.50 000 $000 24 2416-0100015 APRON, CONC, 15" EACH 1 $2,26500 $2,265.00 100 S226500 25 2416-0100018 APRON, CONE, 18' EACH 1 $237000 $237000 1.00 $237000 26 2416-0100024 APRON. CONC. 24' EACH 2 $2,780,00 $5.55000 TED $2780.00 27 2416-0100036 APRON. CONC, 36" EACH 1 $3,81000 $3,81000 1 00 $3,810,00 28 2430-0000100 MODULAR BLOCK RETAINING WALL BE 593 $33,00 $19,569 00 000 $0.00 29 2435-0140148 MANHOLE, STORM SEWER, SW-401,481W EACH 3 $299000 $8,97000 075 52,242.50 30 2435-0140172 MANHOLE, STORM SEWER, SW-401, 721N. EACH 1 1 $6,180A0 $6,180.00 0,75 $4,53500 31 2435-0140196 MANHOLE, STORM SEWER, SW-401. 961N. EACH 1 $18,025.00 S18025 OD 000 $000 32 2435-0250100 INTAKE. SW-501 EACH 7 $3.09000 $2163000 4.50 S1390500 33 24350250300 INTAKE, SW-503 EACH 5 $4.73500 $23,675.00 600 $2841000 34 24350250500 INTAKE, SW-505 EACH 3 $4.43000 $13,2900D 225 $996750 35 2435-0250600 INTAKE, SW-506 EACH 2 SQ180.00 S1236000 150 S9,270.00 36 2435-0250610 INTAKE. SW-506 MOD EACH 1 $8,03500 $003500 075 S6026.25 37 2435-0251224 INTAKE,SW-512, 24" EACH 2 $175000 $3,50000 5.00 $875000 38 2435-0251236 INTAKE,BW-512'36" EACH 3 $2,472.00 $7.41600 100 $2,47200 39 24350600020 MANHOLE ADJUSTMENT, MAJOR EACH 15 $1,442,00 S2163000 BOB 1 $0.00 PRB 2017-07135E Alice$ Road Phase 4slsm w.._revwmosomnm$.m�rm�assu------- Page l of 4 40 2435-0600120 INTAKE ADJUSTMENT, MAJOR EACH 5 S2.06000 $1030000 000 $000 41 2435-0700010 SW-211, CONNECTION TO EXISTING STORM SEWER STRUCTURE EACH 6 31,15350 $6,92100 800 $9228,00 42 2501-8400172 TEMPORARY SHORING LS 1 $72, 10000 $72.10000 000 $000 43 25022308110 CONTINUOUS TRENCH GRAIN(500-20) IF 25 $123500 $30.87500 0,00 $000 44 2502-8213206 SUBORAIN, PVC, STANDARD. PERFORATED, 61N. LF 2,388 $14.45 $34.506.60 0,00 SO.00 45 2502-8221006 SUBDRAIN RISER 6 IN., ASPERPLAN EACH 4 $80000 $320000 000 $0,00 46 2502-B221303 SUBDRAIN OUTLET, DR-303 EACH 20 $309.00 $6.180.00 0.00 $0.00 41 2503 0111012 STORM SEWER GRAVITY MAIN, TRENCHED TOPE), 121N. LF 251 $66.00 $16,566.00 000 S0.00 48 2603-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 20000 (CLASS III), 18I IF 995 $77.25 $76.863,75 74200 $57.31950 49 2503-D114224 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 20000(CLASS IIO, 24 It 363 $8750 $31.762.50 606.00 $53.025.00 50 2503 0114230 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 20000 (CLASS III), 30 It IF 45 $108,25 $4.871.25 45.00 S4,871.25 51 25030114236 STORM SEWER GRAVITY MAIN,TRENCHED, RCP, 2000D(CLASS III), 36 It LF 1.070 $119,50 $127.865.00 1075.00 $12846250 52 2503-01IM15 STORM SEWER GRAVITY MAIN. TRENCHED, RCP. 3750D(CLASS V), 15 It LF 1.043 $77.25 $80.571.75 1044.00 $8064900 53 25010200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 361N. LF 1.044 $15.45 $16,12980 904.00 $13.96680 54 2504A150410 SANITARY SEWER FORCE MAIN. TRENCHED, (PVC). 101N. LF 130 $84,50 $10,98500 O.OD $000 55 2507-8029000 EROSION STONE TON 30 $6440 $193200 1922 $1237,77 56 25106745850 REMOVAL OF PAVEMENT SY 14,804 $815 S129,53500 365456 $31977.44 57 2510-6750500 REMOVAL OF INTAKESAND UTILITY ACCESSES EACH ] $900.00 $6,300.00 8.00 S7,20000 58 2511-0300000 REMOVAL OF RECREATION TRAIL SY 810 $6.60 $6.346.00 46000 $303600 59 2511-0302600 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 61N. BY 2,893 $37.40 $108.198.20 0OR $000 60 2511-6745900 REMOVAL OF SIDEWALK SY 296 $9,50 $2.81200 578 $54,89 61 2511-7526005 SIDEWALK, P.C. CONCRETE. 51N, SY 868 $3500 $30.38000 0,00 $0.00 62 2511-7528101 DETECTABLE WARNINGS SF 328 $42.25 $13.85800 0.00 SOBS 63 2515-2475008 DRIVEWAY, P.C. CONCRETE, 81N. SY TOVI $4740 $47.447.40 000 $000 64 25156745600 REMOVAL OF PAVED DRIVEWAY SY 2,046 $5.40 $11.043,40 206,33 31.11420 65 251M910000 SAFETY CLOSURE EACH 12 $103,00 S123600 000 $000 66 2523-0000100 LIGHTING POLES EACH 18 $8,03500 $144,630,00 0.00 $0.00 67 2523-00DO200 ELECTRICAL CIRCUITS IF 5.903 $10,30 $60,800.90 0.00 $000 68 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH 25 $515,00 $1$8760D 0.00 $000 69 2523-00DO400 CONTROLCABINET EACH 1 $6500.00 S61500.00 0.00 Woo 70 2524-6765210 REMOVAL OF TYPE A SIGN ASSEMBLY EA 49 $72,00 $352800 000 $000 71 2524-9089100 DELINEATOR. RIG ID -TYPEI EACH 4 $5150 $206.00 000 $OOD 72 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS LF 518 $10.25 S5309.5D 000 $000 73 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM SF 355 $20,60 $7,313.00 000 $000 74 2525-0000100 TRAFFIC SIGNALIZATION US 1 $210,000.00 $210000,00 000 $000 75 2526-8285000 CONSTRUCTION SURVEY ITS 1 $21,600,00 $21,600.00 0.40 55,56800 76 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENTBASEDSTA 131 $7100 59301.00 49.05 $3,482,55 ]T 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA 88 $12375 $10,890.0D Q00 $000 78 2527-9263131 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 191 $108,25 $20,675,75 22.84 $2,47243 79 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT -BASED EACH 13 S9235 $1,20575 0.00 $0.00 80 2521-9263143 PAINTED SYMBOLS AND LEGENDS, DURABLE EACH 29 $216,50 $6,278.50 0.00 $000 81 2527-9263152 PRE-CUT SYMBOLS AND LEGENDS. REGULAR MARKING TAPE EACH 14 $10300 $144200 700 $72100 82 252-9263180 PAVEMENT MARKINGS REMOVED STA 8 S62.DD S496.00 47.97 $2,974,14 83 252"400048 TEMPORARY BARRIER RAIL, CONCRETE LF 4,551 $7.90 $35.95290 32500 $296250 84 2528-8445110 TRAFFIC CONTROL US 1 $18,335.00 $18,335.00 0,40 $7,272,88 85 252B-8445113 FLAGGERS EACH 15 $45000 $6.750.00 7.00 $3.150.00 86 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN(PDMS) CDAY 240 S6200 $14.880.00 12,00 S744.00 87 2533-4980005 MOBILIZATION US 1 S44AD0000 $442.000.00 0,50 $221.000.00 BB 2554-0114012 WATER MAIN, TRENCHED POLYVINYL CHLORIDE PIPE (PVC). 121N, LF 610 $8050 $49.10500 627OD $50,473.50 89 2554-02p2400 FITTINGS BY COUNT, POLYVINYL CHLORIDE( PVC), EACH ➢ $600.00 $420000 13,00 $7,800.00 90 2554-0207012 VALVE, GATE, DIP, 12 IN. EACH 4 $2.575 00 $10.300.00 5,00 $12,875,00 91 2554-0208012 TAPPING VALVE ASSEMBLY, 121N. EACH 4 $23.70000 $94.800.00 1.00 $23,70000 92 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 10 $7.210.00 $72,100.00 1000 $72,10000 93 2599-9999005 ADJUSTMENT OF FIXTURES EACH 20 $465 DO $9.300,00 1,00 546500 94 2599-9999005 WATERMAIN VERTICAL RELOCATION EACH 2 $9.47500 $18.950.00 1.00 $9475.00 95 2599-9999010 SUBMERSIBLE CENTRIFUGAL STORMWATER PUMPS US 1 $83,925.00 $83.925.00 0,00 $000 96 2599-9999010 ELECTRICAL SYSTEM FOR STORMWATER PUMPS LS 1 $47,210.00 $47.210.00 0,00 $000 97 25999999010 STORMWATER POLLUTION PREVENTION PLAN (SWPPP), MANAGEMENT US i S5,720.D0 $5.720.00 0,40 $2,288,00 98 2599-9999010 UNDERPASS LIGHTING US 1 $14.42000 $14.420.00 0,00 $0,00 PR63617A7135E Alices Road Phase 4.xlsm ...oa�,w-<yss,.o®svas..11.10sue.. amew.ea.. Page 2 of 4 99 2599-9999018 ANTI -GRAFFITI COATING BY 915 $19.50 $19,012S0 0.00 $0.00 100 2599-9999020 GRANDLAR BEDDING TON 525 $36.00 $18,900.00 30809 $1109124 101 2601-2634100 MULCHING ACRE 7 $815B0 $6,12500 0.00 $000 102 2601-2636044 SEEDING AND FERTILIZING (URBAN) ACRE ] $1,41500 $9,905.0D 0.00 $000 103 2601-2642120 STABILIZING CROP- SEEDING AND FERTILIZING (URBAN) ACRE 10 $67000 $6.70000 000 $000 104 2602-0000020 SILT FENCE LF 3,656 $1,80 $6.58080 000 $000 105 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 810 $1.80 $1,458,00 000 $000 106 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 3,465 $0.50 $173250 000 $0.00 107 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 347 1 $100 534Z00 0.00 $0.00 108 2602-0000130 TEMPORARY SEDIMENT CONTROL BASIN EACH 32 $215.00 $0.880.00 0,00 $000 109 2602-0000312 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 121N. CIA. LF 1320 $3.15 $4.15800 70300 S2Z1445 110 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 1320 $050 $66000 0,00 $0.00 111 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 3 $500,00 $150000 0,00 $000 112 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1 $1000,00 $100000 1.00 $100000 TOTAL $6,474,076.95 $1,502,761.86 PR6-201]4]135E Alice. Road PIP. CMI r .,sm�,w Qyea.�vmxx.mnmiuEu�..aobam,. aa.m Page 3 of 4 MATERIALS STORED SUMMARY Description # of Units Unit Price Estimated Cost TOTAL $0.00 PAY REQUEST SUMMARY Total Approved Total Completed Contract Price $6,474,07695 $1,51 Approved Change Order s0 OD Approved Change Order $0.0 Approved Change Order $0.00 Revised Contract Price $6.474.07695 $1.502,761.86 Materials Stared $0.00 Relainage(3% to a maximum of$30,000) $30.000.00 Total Earned Less Raisins, $1,472,76186 r Total Previously Approved gist each) Pay Request $173,236.33 Pay Request $268.375.60 Pay Request $102682,91 Pay Request $22557676 Pay Request $410612.12 Pay Request Pay Request Pay Request Pay Request Pay Request 10 Total Previously Approved $1,180,483.72 Amount Due This Request $292,278.14 Percent Complete 23.2% Percent of Conrad Period Utilized (In Calendar Days, Based on It to Proceed DateB Contract Completion Date) 457% The amount jaga,178,14 is recommended for approval for payment in accordance with the terms of the Contract. C ddtiedtlr: C impa,0a TaChDCI 4e Wv, Recommended By: FOIb lnlreilNCture Si5.1h0o -Checked By: ;City of r' aLtm flux Noma flame I he [laic 11@r into I.P. :.tla Plorsc 7-0713SE Alices Road Phase 4.xlsm •w. waepJahrvmnumiw�e-m�rm�asr aenwm -nee nu. Page 4 of 4