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HomeMy WebLinkAbout2017-11-06-J01H Alices Rd Corridor Phase 4_Pmt Est 13►,1►4 Waukee • T�f THE KEY TO GOOD LIVING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: November 6, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 13 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 $480,642.91. FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: Concrete Technologies has requested Payment Estimate No. 13 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 $480,642.91. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. Partial Payment No. 13 is for submitted quantities for pay period end date October 20, 2017. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $480,642.91 COMMISSIONBOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 13 ATTACHMENTS: 1. Partial Payment No. I3 Il. Letter of Recommendation PREPARED BY: Beth Richardson/Rudy Koester REVIEWED BY: John Gibson PUBLIC NOTICE INFORMATION — NAME OF PUBLICATION: DATE OF PUBLICATION: v Fo t h October 30, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #13 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 November 6, 2017. Submitted Quantity • 2899 CY of Item 2, Class 10 Excavation, Roadway & Borrow • 822 CY of Item 5, Topsoil, Strip, Salvage, and Spread • 3850 CY of Item 6, Compaction with Moisture & Density Control • 5712.3 SY of Item 11, Standard or Slip Form PCC Pavement, Class C, Class 3 Durability, 10" • 93.50 CY of Item 18, Flooded Backfill • 11.8 CY of Item 21, Structural Concrete (RCB) • 1.25 EA of Item 29, 48" SW-401 • 48 EA of Item 70, Removal of Type A Sign Assembly • 0.07 LS of Item 75, Construction Survey • 0.20 LS of Item 96, Electrical System for Stormwater Pumps • 1050 CY of Item 8002, Class 10 Excavation, Waste • 1762 CY of Item 8006, EWO\Cost-PCC C-SUD Mix 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 $480,642.91 for the work completed to date. Please let me know if you have any questions or need additional information. Sincerely, Fothh� Infrrastttrr}ucture and Environment, LLC Joshua C. DeBower, P.E. Lead Civil Engineer Encl: Pay Request #13 dated 10/30/17 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (615) 254-1393 Fax: (515) 254.1642 PAY REQUEST 13 Offl' S Waukee Public Works Department 805 University Avenue , Wauka, IA 60263 w l � I Phone (516) 978-7920 11&1 or Fax (515) 987-3979 Waukee ME KEY TO SOCK) LIVING Contractor: Concrete Technologies, Inc. 1001 SE 37th St Grimes, IA 50111 Project Title SE ALICES ROAD SE UNIVERSITY AVENUE TO SE OLSON DRIVE Project No. STP-U-8177(619)-70-25 Contract ID 25-81]]819 Ong. Contract §6,474,W6.95 3aV2017 Amount and Date Estimated 1112412017 Completion Date Pay Period End Dale 10I2012007 Pay Request Number 13 Date 10/3012017 BID ITEMS Item No. Item Code Description Unit Est City. Unit Price Extended Price Quantity Completed Value Completed 1 2101-0850001 CLEARING AND GRUBBING ACRE 10 $87500 $8.750.00 1000 $8,750.00 2 2102-2710070 EXCAVATION, CLASS 10, ROADWAY B BORROW CY 1017 $11.35 $224.92295 17157,00 $194,73195 3 2102-2710090 EXCAVATION. CLASS 10, WASTE CY 1,424 $12.60 $17.94240 ODD $0,00 4 2102-4560000 LOCATING TILE LINES STA 4 $412.00 $1.64800 0.38 $156.56 5 2105-8425015 TOPSOIL. STRIP, SALVAGE AND SPREAD CY 7.751 $11.25 $87,19875 2752.00 $30960.00 6 2107-0875000 COMPACTION WITH MOISTURE AND DENSITY CONTROL BY 10.246 $3,10 $31.762.60 834470 S25,86867 7 2113-0001000 SUBGRADE STABILIZATION MATERIAL CRUSHED STONE SY 5oo $16,70 $8,360,00 000 $000 8 2113-0001100 SUBGRADE STABILIZATION MATERIAL, POLYMER GRID SY Soo $6.70 $3,35000 0.00 $000 9 2115-0100000 MODIFIED SUBBASE CY 5,366 $3165 $169,833.90 3896.46 $123,322.95 10 2121-7425010 GRANULAR SHOULDERS, TYPE A TON 470 $40,40 $18,98800 000 $000 11 2301-1033100 STANDARD OR SLIP FORM PCC PAVEMENT, GLASS C. CLASS DURABIL BY 27,955 $fi4.50 $1,803,09]50 15]2].92 $101445097 12 2301-4874106 MEDIAN, DOWELLED P.C. CONCRETE, 6 INCH BY 558 $91.85 $51,25230 ODD $000 13 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES LS 1 $1810.00 $1.810.00 000 Enna 14 2304-0101000 TEMPORARY PAVEMENT BY 4.632 $59.50 $275.604.00 3268.42 $194.471,17 15 23158275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 34 $4040 S1,3➢360 69525 $28,088,10 16 2401-6750001 REMOVALS, AS PER PLAN LS 1 $30.90000 S30,900.00 095 $29,355.00 17 2402-0425031 GRANULAR BACKFILL TON 2.265 $20,60 $46.659,00 79341 $16,34425 18 2402-0425040 FLOODED BACKFILL CY 290 $72A0 $20,909.OD 217,50 $15,681.75 19 2402-2720000 EXCAVATION, CLASS 20 CY 3,463 $2990 $103,543.70 346250 $103,528.75 20 2403-0100000 STRUCTURAL CONCRETE (MISCELLANEOUS) CY 262 $1,11650 $292,523.00 21954 $245,116.41 21 2403-0100020 STRUCTURAL CONCRETE(RCB) CY 296 $94800 $280,608.00 24820 $235,29360 22 2404-7T75000 REINFORCING STEEL LB 88.240 $360 $317,664.00 80471 O $28969560 23 2414-6460000 ORNAMENTAL METAL RAILING LF 962 $76.25 $73,35250 0.00 $000 24 2416-0100015 APRON, CONC, 16' EACH 1 $2.265.00 $2.26500 1.00 $226500 25 2416-0100018 APRON, GONG, 18" EACH 1 $2,370.00 $2.370.00 I'm 52.3➢000 26 2416-0100024 APRON, GONG, 24" EACH 2 $2,780.00 $5,560,00 1,00 $?78000 27 2416-0100036 APRON, CONIC, 3M' EACH 1 $3,81000 $3,810.cc 1 00 $3,810.00 28 2430-0000100 MODULAR BLOCK RETAINING WALL SF 593 $3300 $19,56905 000 $0.00 29 2435-0140148 MANHOLE, STORM SEWER, SW-401, 4B IN. EACH 3 $2,99000 ssome0 20D $5,980.00 30 24360140172 MAN HOLE, STORM SEWER, SW-401, 721N. EACH 1 1 $6.18000 S6,18050 075 $4,635.00 31 24350140196 MAN HOLE, STORM SEWER, SW-401, 961N. EACH 1 518,02500 $18,025,00 100 318025.00 32 2435-0250100 INTAKE, SW-501 EACH 7 $3.090,00 $21630.00 5,50 $1699500 33 2435-0250300 INTAKE, SW-503 EACH 5 $4,735.00 $23.675.00 600 $28,410.00 34 2435-0250500 INTAKE, SW-505 EACH 3 $4,430.00 $13,290.00 300 $13,29000 35 2435-025MOD INTAKE, SW-506 EACH 2 $6,18000 $12,360.00 1so S9270.00 36 2435-0250610 INTAKE, SW-506 MOD 2 EACH i $8,035.00 38035 DO TOO 5803500 3] 2435-0251224 INTAKE, SW-512,24" EACH 2 51.750.00 $350coo 5.00 $8, 15000 38 24350251236 INTAKE SW-51$36" EACH 3 $?4]200 $],41650 1Do S247200 39 2435-0600020 MANHOLE ADJUSTMENT, MAJOR I EACH 1 15 1 $1,442.00 $21,63000 1000 31442000 PR134IO174UO-sE Nices Road Phase 4.xlsm =w_.wm.w_.w^u*.remnw...mn.+musa o .a.. c,... 4 e.. P.,1 of 4 40 24350600120 INTAKE ADJUSTMENT, MAJOR EACH 5 $2.060.00 $10,300,00 400 $8,240.00 41 2435-0700010 SW-211, CONNECTION TO EXISTING STORM SEWER STRUCTURE EACH 6 $1.153,50 $6,921,00 8,00 S9,22830 42 2501-8400172 TEMPORARY SHORING LS 1 $72.10000 $72,100.00 1.00 $7210000 43 2502-2308110 CONTINUOUS TRENCH DRAIN(600-20) LF 25 $1,23500 $30.875,00 0,00 $000 44 2502-8213206 SUBDRAIN, PVC, STANDARD, PERFORATED. 61N. LF 2.388 S144$ $34,50660 215800 $31,183.10 45 2502-8221006 SUBDRAIN RISER, 6 IN., AS PER PLAN EACH 4 $80000 $3,200.00 2,00 $1,60000 46 2502-8221303 SUBDRAIN OUTLET, DR-303 EACH 20 $30900 $6,180.00 1&00 55,562.00 47 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED,( HOPE), 121N. LF 251 S6600 $16,566.00 200.00 $13,20000 48 2503-0114218 STORM SEWER GRAVITY MAIN,TRENCHED, RCP, 2000D(CIASS 111), 18 It LF 995 $7725 $76,86375 742.00 $5731950 49 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED. RCP, 2000D(CLASS III), 241 LF 363 $87.50 $31,762.50 606,00 $5302500 50 2503-0114230 STORM SEWER GRAVITY MAIN,TRENCHED, ROP, 2000D(CLASS III), 30 if LF 45 $10825 64 871 25 4500 S4.071.25 51 2603-0114236 STORM SEWER GRAVITY MAIN,TRENCHED, RCP, 2000D(CLASS III), 36 IN LF 1,070 $119.50 S127865.00 1075 DO $12846250 52 25030114615 STORM SEWER GRAVITY MAIN, TRENCHED, FOR, 37500(CLASS V), 15 IN LF 1.043 $71.25 $8057175 104400 $80,649.00 53 25030200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 361N. LF 1,044 $1545 $16,129.60 104200 $16,098,90 54 2504-0150410 SANITARY SEWER FORCE MAIN, TRENCHED, (PVC), 101N. LF 130 $84.50 $10,98500 110,00 $9,295,00 55 2507-8D29000 EROSION STONE TON 30 $6440 S1,932D0 19.22 $1,237,77 56 2510$745850 REMOVAL OF PAVEMENT BY 14,004 $8,75 $129,535.00 1480400 $12953498 57 2510675WOO REMOVAL OF INTAKES AND UTILITY ACCESSES EACH ] $900.00 $6,30000 000 $7,200,00 58 2511-0300000 REMOVAL OF RECREATION TRAIL BY 810 $6.60 $534600 460,00 $3,036,00 59 2511-0302600 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 61N. BY 2,893 $37.40 $108,198.20 0.00 $000 60 2611-6745900 REMOVAL OF SIDEWALK BY 296 $9.50 $2,812.00 29508 $2803.24 61 2511-7526005 SIDEWALK, P.C. CONCRETE, 51N. BY 868 $35.00 $30,350.00 93243 $32,634,95 62 2511-7528101 DETECTABLE WARNINGS SF 328 $42.25 S13,85800 0.00 SOSO 63 2515-2475008 DRIVEWAY, P.C. CONCRETE, 81N. BY 1.001 $4740 $4],44]4O 1095.66 S51934.28 64 25156745600 REMOVAL OF PAVED DRIVEWAY BY 2,046 $540 S11,048.40 729.54 $393953 65 25186910000 SAFETY CLOSURE EACH 12 $10300 $1.236.00 0.00 $000 fib 25230000100 LIGHTING POLES EACH 18 $8,03500 $144.630.00 0.00 $000 67 2523-0000200 ELECTRICAL BISCUITS LF 5,903 $10,30 $60.600.90 1200X0 $12.360.00 68 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH 25 $515,00 $12,875,00 1100 $5,665.00 69 2523-0000400 CONTROLCABINET EACH I 1 16,500,00 $6,500,00 0,20 1 $1,30000 70 2524b765210 REMOVAL OF TYPE A SIGN ASSEMBLY EA 49 $72,00 $3,528.00 48.00 $X45600 Ti 2524-9089100 DELINEATOR, RIGID -TYPEI EACH 4 $5150 $206.00 ODD $0.00 72 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS LF 518 $1025 $5,309,50 0.00 $000 73 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM OF 355 $20.60 $7,31300 0OD $0.00 74 2525-0000100 TRAFFIC SIGNAUI TION LS 1 $210.00000 S2100006O 0.10 S21,00000 76 252G8285000 CONSTRUCTION SURVEY LS 1 $2160000 $21,60000 087 $18,72000 76 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED STA 131 $7100 $9,301 SO 49.05 $348255 17 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA 88 $123.75 $10,890.00 11.91 $t 47386 78 2527-9263131 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 191 $108.25 $20.67575 117A0 $12676.08 79 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORN E OR SOLVENTBASEDEACH 13 $92,75 $1.205.75 0.00 $000 80 2527-9263143 PAINTED SYMBOLS AN D LEGENDS, DURABLE EACH 29 $216.50 $6.278,50 4.00 S666.00 81 2527-9263152 PRE-CUT SYMBOLS AND LEGENDS, REGULAR MARKING TAPE EACH 14 $10300 $1.442.00 10.00 $1.03000 82 2527-9263180 PAVEMENT MARKINGS REMOVED STA 8 $62.00 $496.00 5665 $3,51236 83 2528-8400048 TEMPORARY BARRIER RAIL, CONCRETE LF 4,551 $7.90 $36,952.90 92500 $731540 84 2528-8445110 TRAFFIC CONTROL LS 1 $18,335,00 $18.335.00 0,73 $13,32343 85 2528-8445113 FIAGGERS EACH 15 $45000 $6,750 OD 7,00 53,150.00 86 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN(PDMS) CDAY 240 $62XI) $14,88000 12SO $744.00 87 2533-4980005 MOBILIZATION LS 1 $442,00000 $442,000.00 1.00 $44200000 88 2554-0114012 WATER MAIN,TRENCHED, POLYVINYL CHLORIDE PIPE (PVC), 121N. LF 610 $80.50 $49, 10500 627.00 $50473,50 89 2554-0202400 FITTINGS BY COUNT, POLYVINYL CHLORIDE (PVC), EACH l $60000 $4,20000 13.00 $7.80000 90 2554-0207012 VALVE, GATE, DIP, 121N, EACH 4 $2,575.00 $10300.00 5.00 $1287500 91 2554-0208012 TAPPING VALVE ASSEMBLY, 121N. EACH 4 $23,700.00 $94.000.00 1.00 S23,IDO 00 92 25540210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 10 $7210.00 $72.10000 1000 $72,100.00 93 2599-9999005 ADJUSTMENT OF FIXTURES EACH 20 S465.00 $9.300.00 1000 $4,650.00 94 2599-9999005 WATERMAIN VERTICAL RELOCATION EACH 2 $9.475.00 $18.950.00 100 $94]50O 95 2599-9999010 SUBMERSIBLE CENTRIFUGAL STORMWATER PUMPS LS 1 $83,925.00 $83,925.00 0DO $000 96 2599-9999010 ELECTRICAL SYSTEM FOR STORMWATER PUMPS LS 1 $47.210.00 $47.210.00 020 $944200 98 2599-9999010 UNDERPASS LIGHTING LS 1 $14,42000 $14,42000 000 $0.00 PR1.3R017-1020SE Al- Road PM1aee 4XIN. •p.oawy.�µmaenamrvniimn-iveasEuae.eaN,.<a.m Page 2 of 4 99 2599-9999018 ANTI -GRAFFITI COATING SY 975 $19.50 319,01250 0.00 $000 100 2599-9999020 GRANULAR BEDDING TON 525 $36.00 S18,900.00 362.05 $13,033.80 101 2601-2634100 MULCHING ACRE ] $B75.00 $6,125.00 0.00 $000 102 2601-2636044 SEEDING AND FERTILIZING (URBAN) ACRE T $1.415.00 $9,905.00 000 $0,00 103 2601-2642120 STABILIZING CROP- SEEDING AND FERTILIZING (URBAN) ACRE 10 $67000 $6.700.00 0.00 $0.00 104 2602-0000020 SILT FENCE LF 3.656 $100 $6.580.80 50000 $900.00 105 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 81D $1.80 $1458.00 0.00 $o00 106 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 3,455 $0.50 $1,73250 000 $000 107 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 341 $1.00 $34T.00 0,00 $000 108 2602-0000130 TEMPORARY SEDIMENT CONTROL BASIN EACH 32 $21500 $6,880.00 0.00 $000 409 26020000312 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE. 121N. DIA. LF 1.320 5345 $4,158.00 703.00 $2.214.45 110 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 1.320 $050 $6fi0.00 0,00 $000 111 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 3 350000 $1,500.00 0.00 $000 112 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1 $1,000.00 $1000.00 1,00 $1.000.00 CHANGE ORDER 1 8001 2102-2626001 EMBANKMENT IN PLACE, FURISHED CY 2.159 $29,20 $63,042,80 0.00 $000 8002 2102-2710090 EXCAVATION, CLASS 10 WASTE CY 7.521 $17,75 $133,497]5 6910.00 $12265250 8003 2519-3700000 GATES, AS PER PLAN EACH 4 $1,017.50 S4,070.00 000 $000 8004 2519-4200090 REMOVAL AND REINSTALL FENCE LF 960 $14.15 $13,867,00 51200 $7,244.80 8005 2599-9999009 SUBDRAIN, PVC, UNSPECIFIED DIAMETER LF 40 $48.03 $1,921,20 5200 S2,497.56 80M 2301-1033100 EWCACOST-PGC C 8UD MIX CY 6,000 E1.93 $1155000 447500 $8,636.75 8007 2554-0208008 TAPPING VALVE ASSEMBLY, 81N. EACH 1 $15,400.00 $15.400.00 1.00 $15400.00 8008 2524-9089100 DELINEATOR, RIGID TYPE I; INSTALL AND REMOVE EACH 25 $44,00 $1.101 25.00 $1.10000 TOTAL $6,718,$$5.70 $4,341,170.68 PR13-201T-1020-SE Allws Road PM1aso 4.xlsm =w.Aa..yw•nmmuw,3.ro,�.�woaua.a®ew...e� Page 3 of 4 MATERIALS STORED SUMMARY Description # of Units =TOTALS0.00 PAY REQUEST SUMMARY Total Approved Total Completed Contract Price $6,474,076.95 $4.341, 179.68 Approved Change Order l $182,280.35 Approved Change Order $0.00 Approved Change Order $0.00 Revised Contract Price $6.666.357,30 $4,341,179.68 Materials Stored $0 00 Retainage(3% to a maximum of$30,000) $30,000.00 Total Earned Less Real nage $4,311, 17958 Total Previously Approved (list each) Pay Request $173236.33. Pay Request $258.375.60 Pay Request $102 682.91 Pay Request $225.576.76 Pay Requests $410,612.12 Pay Request $292,278.14 Pay Request $811,60391 Pay Request $339,02663 Pay Register $19858190 Pay Request 10 $18599559 Pay Request 11 $293,745.65 Pay Request 13 $470,821.23 Pay Request 13 Pay Request 14 Pay Request 15 Pay Request 16 Pay Request it Total Previously Approved $3,830, 53677 Amount Due This Request $480,642.91 Percent Complete 65.2% Percent of Contract Period Uttized(in Calendar Days, Based on Notice to Proceed Date B Contract Comple0on Dale) 85S% The amount 49Q 642.91 is recommended for approvaI for payment in accordance With the terms of the Contract. Connector: Concrete Technologies, Inc. Recommended By: Path Infrastructure Checked By: City of Signature Signature, Signature. Name Name' Name: Title : The Title: Date. Data Date: PR13-70174UD-SE Alices Road Phase 4.xlsm =w.pmm..ti •roavmr>mir-iveoss u—a—ovs'— Page 4 of