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HomeMy WebLinkAbout2017-06-05-J01K Alices Rd Corridor Phase 4_Pmt Est 31 f, Waukee +i■�i 'HE KEY TO GOOD LIVING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: June 5, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 3 to Concrete Technologies for the SE Alices Rd PCC Pavement Widening SE University Avenue to 425-ft North of SE Olson Drive Project in the amount of $102,682.91 FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: Partial Payment No. 3 is for submitted quantities for pay period end date May 25, 2017. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $102,682.91 COMMISSIONBOARD/COMMITTEE COMMENT: Concrete Technologies has requested Payment Estimate No. 3 for the work completed on SE Alices Rd PCC Pavement Widening SE University Avenue to 425-ft North of SE Olson Drive project in the amount of $102,682.91. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No, 3 ATTACHMENTS: 1. Partial Payment No. 3 II. Letter of Recommendation PREPARED BY: Beth Richardson/Rudy Koester �Y— REVIEWED BY: John Gibson PUBLIC NOTICE INFORMATION — NAME OF PUBLICATION: DATE OF PUBLICATION: Foth May 30, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #3 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 June 5, 2017. Submitted Quantity • 302.56 SY of Item 14, Temporary Pavement • 1.0 EA of Item 24, 15" Cone. Apron • 1.5 EA of Item 32, Intake, SW-501 • 1.5 EA of Item 33, Intake, SW-503 • 0.75 EA of Item 35, Intake, SW-506 • 1.0 EA of Item 37, Intake, SW-512, 24" • 4.0 EA of Item 41, SW-211 Connection to Existing Storm Sewer Structure • 336 LF of Item 48, 18" RCP Storm Sewer • 328 LF of Item 52, 15" RCP Storm Sewer • 289 LF of Item 53, Removal of Storm Sewer less than 36" • 3.0 EA of Item 57, Removal of Intakes and Utility Accesses • 5.78 SY of Item 60, Removal of Sidewalk • 0.07 LS of Item 75, Construction Survey • 0.07 LS of Item 84, Traffic Control • 2.0 EA of Item 85, Flaggers • 205 LF of Item 109, Perimeter and Slope Sediment Control Device, 12" Diameter 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 $102,682.91 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 i Joshua C. DeBower, P.E. Lead Civil Engineer Encl: Pay Request #3 dated 05/30/17 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254-1393 Fax: (515) 254-1642 PAY REQUEST MIN., VA., Waukee Ito SI Y r0 6000 UWIO Waukee Public Works Department 805 University Avenue Wauke, IA 50263 Phone (616) 978-7920 Fax (516) 987-3979 Contractor: Concrete Technologies, Inc. 1001 SE 37th St Grimes, IA 60111 Project Title SE ALICES ROAD SE UNIVERSITY AVENUE TO SE OLSON DRIVE Project No. STP-U-8171(619)-70-25 Pumhace Order 254177-619 Orig, Contract Amount and Date $6,474,076.95 3I22I2017 Estimated Com lellen Date 11124/2017 Pay Period End Date 5125/2017 Pay Request Number 3 Date 5/3012017 BID ITEMS Item No. Item Code Description Unit Est. Qty. Unit Price Extended Price Quantity Complete Value Completed 1 2101-0850001 CLEARING ANDGRUSBING ACRE 10 $675.00 $8,750.00 100E $8,750.00 2 2102-21100]0 EXCAVATION, CLASS 10. ROADWAY B BORROW CY 19JM7 $11.35 $224922.95 0.00 $000 3 2102-2710090 EXCAVATION, CLASS 10, WASTE CY 1,424 $1260 $17,94240 000 S0E0 4 2102-4560000 LOCATING TILE LINES STA 4 $412.00 $1,648.00 0,00 $0.00 5 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 7.751 $11,25 $87,19575 000 $000 6 2107-OB76000 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 10246 S3.10 131762.6E OLEO $OLEO 7 2113-0001000 SUBGRADE STABILIZATION MATERIAL, CRUSHED STONE BY 500 $16.]0 18,3500E 0.00 $0.00 8 2113 0001100 SUBGRADE STABILIZATION MATERIAL, POLYMER GRID SY 500 $6]0 $3,35000 OLEO $0.00 9 2115-0100000 MODIFIED SUBBASE CY 6,366 $3185 $169,B33..0 000 $0.00 10 21217425010 GRANULAR SHOULDERS, TYPE A TON 470J$20A$46.659EO $18.98800 0,00 $000 11 2301-103310E STANDARD OR BLIP FORM PCC PAVEMENT, CLASS C, CLASS 3 DURABIL SY 27,955 $1803,09750 000 $000 12 2301-4874106 MEDIAN, DOWEL LED P.C. CONCRETE, 6 INCH SY 558$51,25230 000 SO 00 13 2301-691172E PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES LB 1 $1,810,00 000 300E 14 2304-010100E TEMPORARY PAVEMENT BY 4.632$275,604.00 75832 $45,120.1E 15 23158275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 34$1.37360 695.25 228.088.10 16 2401-6750001 REMOVALS, AS PER PLAN US 1 $30.90000 000 $000 i] 2402-0425031 GRANULAR BACKFILL TON 2,265 $46,65900 0.00 $0,00 18 2402-0425040 FLOODED BACKALL CY 290 $72.10 320,9090E 000 $0.00 19 2402-272000E EXCAVATION, CLASS 20 CY 3,463 g29.90 $103643,70 0.00 $0.00 20 2403A100000 STRUCTURAL CONCRETE(MISCELLANEOUS) CY 262 $1,116.10 $29$523.00 0.0E $0.00 21 24030100020 STRUCTURAL CONCRETE (RCS) CY 296 $94800 $280,60800 000 $000 22 2404-7775000 REINFORCING STEEL LB 88,240 $3,60 $317,664el) 000 $000 23 2414-6460000 ORNAMENTAL METAL RAILING LF 962 $76.25 $73,352.50 0.00 S0.00 24 2416-0100015 APRON, CONC, 15" EACH 1 S?2650E $2,26500 100 $2,265,00 25 2416-0100010 APRON, GONG, UP EACH 1 $2.37000 $2,370.00 000 $0.00 26 2416-0100024 APRON, CONC, 24" EACH 2 $2,760.00 $5,560,00 000 $000 27 2416-0100036 APRON, CONC, 36" EACH 1 $3,810.00 33,810.0E 1 00 S381000 28 24300000100 MODULAR BLOCK RETAINING WALL SF 593 $33,00 $%569.00 000 $000 29 2435-0140148 MANHOLE, STORM SEWER, SW-401,48 IN, EACH 3 $2,99000 $8.970.00 0.00 $0,00 30 2435-0140172 MANHOLE, STORM SEWER, SW 401,72 IN. EACH 1 $6.180.00 $6,18000 076 $4635.00 31 2435-0140196 MANHOLE, STORM SEWER, SWAOL 96 IN EACH 1 $18025.00 $18,025,00 000 S000 32 2435-0250100 INTAKE, SW-501 EACH 7 $3090.00 321,630.0E 150 14.6350E 33 2435.0250300 INTAKE, SW-503 EACH 5 $4,735,00 $23.675.00 6,00 $28.410.00 34 2435-0250500 INTAKE, SW-505 EACH 3 $4,430.00 $13.29000 0.00 $000 35 2435-0250600 INTAKE, SW-506 EACH 2 $6.180,00 $12,36000 1.5E 592700E 36 2435-0250610 INTAKE, SW-506 MOD EACH 1 $8,035.00 $8.03500 000 SO EE 37 2435-0251224 INTAKE, SW-512, 24" EACH 2 $1.75000 $3,500,00 5.0E 18750.0E 38 2435-0251236 INTAKE, SW-512. 36" EACH 3 $2,47200 39 2435-0600020 MANHOLE ADJUSTMENT, MAJOR EACH 15 $14420E $21,630,00 000 $OLEO PR3 017K5255E Alices Road Phase 4.xlsm •w- .-.q Icasmlam,-oms[uva a --a a- Pagel of 40 2435-0600120 INTAKE ADJUSTMENT, MAJOR EACH 5 $2,060.00 $10300,00 0.00 $0,00 41 2435-0700010 SW-211, CONNECTION TO EXISTING STORM SEWER STRUCTURE EACH 6 $1, 153.5D $6,92100 6.00 $6,92100 42 2501-8400172 TEMPORARY SHORING LS 1 $72,10000 $72,100,00 0.00 $0,00 43 2502-2308110 CONTINUOUS TRENCH DRAIN (500-20) LF 25 $1,235.00 $30,875,00 0.00 $000 44 2502-8213206 SUBDRAIN, PVC, STANDARD, PERFORATED. 61N. LF 2,388 $14A5 $3450660 0.00 S.OD 45 2502-8221006 SUBDR 114 RISER, 6 IN., AS PER PLAN EACH 4 $80000 $3,200.00 0.00 $000 46 2602-8221303 SUBDRMN OUTLET, DR-303 EACH 20 $30900 $6,180.00 000 $000 47 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED,(HDPE), 121N. LF 251 $6fi.00 $16.566.00 0.00 $0.00 48 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 2000D(CLASS III), 181 LF 995 $]]25 $]6,863.15 610.00 $4112250 49 2503-0114224 STORM SEWER GRAVITY MAIN. TRENCHED. RCP, 2000D(CLASS III), 24 11, LF 363 $87.50 $31762.50 54100 $4733750 50 25030114230 STORM SEWER GRAVITY MAIN,TRENCHED, RCP, 2000D(CIASS III), 30 lb LF 45 $108.25 $4,871.25 0.00 $000 51 2503-0114236 STORM SEWER GRAVITY MAIN,TRENCHED, RCP, 2000D(CIASS III), 36 lh LF 1.070 $119,50 $127,865.00 107500 $128,462.50 52 2503-0114615 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 3750D(CLASS 11). 15 IN LF 1,043 $]].25 $50,57175 55800 $43,105.50 53 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 1,044 $1545 $16,12980 553.00 S5,54385 54 2504-0150410 SANITARY SEWER FORCE MAIN, TRENCHED, (PVC), 101N, LF 130 $8450 $10,98500 000 $000 55 2507-0029000 EROSION STONE TON 30 $64.40 $1,93200 1922 $1237 77 56 25106745850 REMOVAL OF PAVEMENT BY 14,804 $8,75 $129.535.00 763.33 $6,679.16 57 2510E750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 1 $900.00 $6300.00 3,00 $2,70000 58 2511-0300000 REMOVAL OF RECREATION TRAIL BY 810 $660 $6,346,00 0.00 $0,00 59 2511-0302600 RECREATIONAL TRAIL, PORTLIND CEMENT CONCRETE, 6 IN. BY 2,893 $3740 $108,198.20 000 SOBS 60 2511-6745900 REMOVAL OF SIDEWALK BY 296 $950 $2,812.00 578 $54.89 61 2511-7526005 SIDEWALK, P.C. CONCRETE, 51N, BY 868 $35 OD $30,38000 000 $000 62 2511-7528101 DETECTABLE WARNINGS SF 328 $42,25 $1385800 O00 $000 63 2515-2475008 DRIVEWAY, P.C. CONCRETE, 81N. BY 1001 $47.40 $47.447,40 0.00 $0,00 64 2515-6745600 REMOVAL OF PAVED DRIVEWAY BY 2,046 $5.40 $1104840 206.33 $1,114.20 65 2518-6910000 SAFETYCLOSURE EACH 12 $103.00 S123600 0.00 $0.00 66 2523-0000100 LIGHTING POLES EACH 18 90,035.00 $144,630.00 0.00 $0.00 67 2523-0000200 ELECTRICAL CIRCUITS LF 5,903 $10.30 $60.80090 0.00 $R00 fib 25230000310 HANDHOLES AND JUNCTION BOXES EACH 25 $515.00 $12.87500 000 $000 69 25230000400 CONTROLCABINET EACH 1 $6.500.00 $6,500.00 000 $0,00 70 2524-6765210 REMOVAL OF TYPE A SIGN ASSEMBLY EA 49 $7200 $3,528.00 000 10.00 71 2524-9089100 DELINEATOR, RIGID -TYPEI EACH 4 $5160 $206.00 000 g0.00 72 2524-9276010 PERFORATED SQUARE STEEL TU BE POSTS LF 518 $10,251 $5,309,50 0.00 $0,00 73 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM SF 355 $2060 $7,313.00 000 $0.00 74 2525-0000100 TRAFFIC SIGNALIZATION LS 1 S210,000.00 $210,000.00 0.00 $000 75 2526-8285000 CONSTRUCTION SURVEY LS 1 $2160000 $21.600.00 020 $4.248.00 76 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED STA 131 $71.00 $9.30100 0.00 $000 ]] 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA 88 $12375 $10,890.00 000 $0,00 78 2527-9263131 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 191 $108.25 $20,675.75 000 $000 79 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNEORSOLVENT-BASED EACH 13 $92.75 $1,205,75 0,00 $000 80 2527-9263143 PAINTED SYMBOLS AND LEGENDS DURABLE EACH 29 $216,50 $6,278,50 000 $0.00 2]-9263152 PRE-CUT SYMBOLS ANC LEGENDS, REGULAR MARKING TAPE EACH 14 $103.00 $1,442.00 0.00 $0.00 2]-9263180 PAVEMENT MARKINGS REMOVED STA 8 $62.00 949fi00 0.00 SOSO 288400045 TEMPORARY BARRIER RAIL, CONCRETE LF 4.551 $Z90 $35,95290 000 $0,00 2E-8445110 TRAFFICCONTROL LS 1 $18.33500 $18.335.00 020 $3,605.88 526-S445113 FIAGGERS EACH 15 $45000 $6,75000 3DO $135000 28-9290050 PORTABLE DYNAMIC MESSAGE SIGN(PDMS) CDAY 240 $62.00 $14,88000 300 $18600 f 33-49B0005 MOBILIZATION LS 1 $442.000.00 $442,00000 0.25 $110.50000 54-0114012 WATER MAIN,TRENCHED, POLYVINYL CHLORIDE PIPE(PVC), 121N. LF 610 00.50 $49.10500 000 $000 54-0202400 FITTINGS BY COUNT, POLYVINYL CHLORIDE(PVC), EACH ] $60000 $4.200.00 000 $000 54.OiWDi2 VALVE, GATE, DIP, 121N, EACH 4 $2,575.00 $1030000 000 $000 54-0208012 TAPPING VALVE ASSEMBLY, 121N. EACH 4 $23,700.00 $94,800 OD 0,00 $000 54-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 10 $]210.00 W2,100.00 000 S0.00 99-9999005 ADJUSTMENT OF FIXTURES EACH 20 $46500 $9,300.00 0,00 $0.00 94 2599-9999005 WATERMAIN VERTICAL RELOCATION EACH 2 S9,475.00 $18.950.00 0.00 $0.00 95 2599-9999010 SUBMERSIBLE CENTRIFUGAL STORMWATER PUMPS LS 1 $83,925.00 $83.925,00 0.00 $000 96 2599-9999010 ELECTRICAL SYSTEM FOR STORMWATER PUMPS LS 1 $4],210.00 $47,21000 0.00 $000 97 2599-9999010 STORMWATER POLLUTION PREVENTION PLAN (SWEEP), MANAGEMENT LS 1 $5]2000 $5,]2000 0.13 $]4360 98 2599-9999010 UNDERPASS LIGHTING LS 1 1 $14,420.00 S14420.00 0,00 $000 PR3-2017-05255E Afices Road Phase 4.RIsm ns-.dm.y.._..romnns-xona -an. ao.ao,s.I .. Page 2 of 99 2599-9999018 ANTI -GRAFFITI COATING SY 925 $19.50 $19,01250 000 $0.00 100 2599-9999020 GRANULAR BEDDING TON 525 $3600 $18.90000 0.00 $0.00 101 2601-2634100 MULCHING ACRE 7 $875.00 $6.12500 0.00 $000 102 2601-2636044 SEEDING AND FERTILIZING (URBAN) ACRE T $1,415.00 $9.90500 000 $000 103 2601-2642120 STABILIZING CROP- SEEDING AND FERTILIZING (URBAN) ACRE 10 $670.00 $6.70000 0.00 $000 104 2602-0000020 SILT FENCE LF 3,656 $1.80 $6.580,80 000 $0,00 105 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 810 $1.80 $1,458,00 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 30,00 107 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 347 $100 $347.00 000 $0.00 108 2602-0000130 TEMPORARY SEDIMENT CONTROL BASIN EACH 32 $215.00 $6,85000 0.00 $000 109 2602-0000312 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 121N. DW LF 1.320 $3.15 $4, 15800 32100 $1,011.15 110 2602-000D350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 1,320 $050 $56000 0.00 $000 111 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 3 $500.00 $1.50000 000 $0.00 112 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1 $1,000.00 $1.000,00 000 $0.00 TOTAL $6,474,076.05 $561,128.T0 PR3-2917-05255E Allces Road Phase Axlam •w.am+m._.yw.marworm�-A�rasxseu.owww..u.m Page 3 of 4 MATERIALS STORED SUMMARY Description Aof Units Unit Price I Extended Cost TOTAL $0.00 PAY REQUEST SUMMARY Total Approved Total Completed Cont2d Price $6,474,O76.95 $561, 12870 Approved Change Omer 1 $0.00 Approved Change Omer 2 $odD Approved Change Order 3 $000 Revised Contract Price $6,474.07695 $561,12870 Materials Stored $000 Retumage(3% to a maximum of$38600) $16,83306 Total Earned Less Retainage $544,29404 ToApproved (list each) Total Previously A Pay Requests $173,236.33 Pay Request $268375,60 Pay Request 3 Pay Request 4 Pay Requests Pay Request 6 Pay Request T Pay Request 8 Pay Request 9 Pay Request 10 Total Previousl, Approved $441,61193E102,60 Amount Due This Request 2.91 Percent Complete 87% Percent 0f Contract Period Utilized (in Calendar Days,Sased on Notice he Proceed Date S Contract Completion Dale) 259% The amount 102 882.91 is recommended for approval for payment in accordance with the terns of the Contract. 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