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HomeMy WebLinkAbout2017-06-19-J01M Alices Rd Corridor Phase 4_Pmt Est 4NO V/aukee � &I THE KEY TO GOOD LIVING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: June 19, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 4 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 $225,576.76 FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: Partial Payment No. 4 is for submitted quantities for pay period end date June 8, 2017. FISCAL IMPACT INCLUDING COSTBENEFIT ANALYSIS: $225,576.76 COMMISSIONBOARD/COMMITTEE COMMENT: Concrete Technologies has requested Payment Estimate No. 4 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 $225,576.76. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 4 ATTACHMENTS: I. Partial Payment No. 4 II. Letter of Recommendation PREPARED BY: Beth RichardsonJRudy Koester REVIEWED BY: John Gibson PUBLIC NOTICE INFORMATIO — NAME OF PUBLICATION: DATE OF PUBLICATION: *Foth June 12, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #4 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 19, 2017. Submitted Quantity • 243.0 SY of Item 14, Temporary Pavement • 0.09 LS of Item 16, Removals, As Per Plan • 556.50 CY of Item 19, Class 20 Excavation • 50.66 CY of Item 20, Structural Concrete (Miscellaneous) • 7,356.50 LB of Item 22, Reinforcing Steel • 194 LF of Item 52, 15" RCP Storm Sewer • 243.0 SY of Item 56, Removal of Pavement • 460.0 SY of Item 58, Removal of Recreation Trail • 0.07 LS of Item 75, Construction Survey • 0.07 LS of Item 84, Traffic Control • 2.0 EA of Item 85, Flaggers • 6 CDAY of Item 86, Portable Dynamic Message Sign • 629 LF of Item 88, Water Main, Trenched, PVC, 12" • 12 EA of Item 89, Fittings by Count (PVC) • 4 EA of Item 90, Valve, Gate 12" DIP • 2 EA of Item 92, Fire Hydrant Assembly • 0.14 LS of Item 97, SWPPP Management • 201.34 TON of Item 100, Granular Bedding • 257 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 $225,576.76 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 #4 dated 06/12/17 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254-1393 Fax: (575) 254-1642 PAY REQUEST I;TAW, TaIr Waukee 111101t0cROK WmG Waukee Public Works Department 806 University Avenue Wanks, IA 60263 Phone (516) 978-7920 Fax (616) 987-3979 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-0171(619)-70-25 Contract I 25-8177-619 Orig. Contract $6,4>4,0>6.95 MV2017 Amount and Date Estimated Completion Date 11/2412017 Pay Period End Date 6M12017 Pay Request Number 4 Date 6n212017 BID ITEMS Item No. Item Code Description Unit Est. qty. Unit Price Extended Price Quantity Completed Value Completed 1 2101-0850001 CLEARING AND GRUBBING ACRE 10 $87500 $8,75000 10.00 $8,750,00 2 2102-2710070 EXCAVATION, CLASS 10, ROADWAY & BORROW CY 19.817 $1135 5224,922S5 000 $0.00 3 2102-2710090 EXCAVATION, CLASS 10 WASTE CY 1.424 $1260 $1794240 000 $0.00 4 2102-4560000 LOCATING TILE LINES STA 4 $41200 $1,648.00 000 $000 5 2105-5425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 7,761 $1125 $87,198,75 0.00 $000 6 21070875000 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 10,246 $3.10 331762.60 000 $000 7 2113 0001000 SUBGRAOE STABILIZATION MATERIAL. CRUSHED STONE BY 500 $16 70 S8,350.00 0.00 $000 8 2113-0001100 SUBGRADE STABILIZATION MATERIAL, POLYMER GRID BY 500 $6.70 $335000 0,00 $0.00 9 2115-0100000 MODIFIEDSUBBASE CY 5,366 $3165 $169833.90 0,00 $000 10 2121-7425010 GRANULAR SHOULDERS, TYPE A TON 470 $40,40 $18,988.00 000 $000 11 2301-1033100 STANDARD OR SLIP FORM PCC PAVEMENT, CLASS C, GLASS 3 DURABIL SY 27.955 $64.50 $1;803,0975D 000 $DOD 12 2301-4874106 MEDIAN, DOWELLED P.C. CONCRETE, 6 INCH BY 558 $91,85 $5125230 000 $0.00 13 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES US 1 $1,810,00 $181000 000 $0.00 14 2304-0101000 TEMPORARY PAVEMENT BY 4.632 $59SO $275.604.00 1001.32 $5957854 16 2315-8275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 34 &40A0 $1.373.60 69525 $28088.10 16 2401-6750001 REMOVALS, AS PER PLAN US 1 $30,90000 $30,900.00 0.09 S2,781.00 17 2402-0425031 GRANULAR BACKFILL TON 2,265 $2060 $46.659.00 0.00 $000 18 2402-0425040 FLOODED BACKFILL OY 290 $72.10 $20,909.00 000 30.00 19 2402-272000O EXCAVATION. CLASS 20 CY 3,463 $29.90 S103543.70 55650 $16,639.35 20 2403-010DDOO STRUCTURAL CONCRETE (MISCELLANEOUS) CY 262 $1,116SO $292,523.00 50.66 $6656189 21 2403-0100020 STRUCTURAL CONCRETE(RCB) CY 296 $948.00 S280,608.00 0.00 $0.00 22 2404-7775000 REINFORCING STEEL LB 88,240 $3.60 $317,664.00 7356.50 $26,483.40 23 2414-6460000 ORNAMENTAL METAL RAILING LF 962 $7625 j $73.352.50 0,00 $000 24 2416-0100015 APRON, CONC, 15" EACH 1 $2.265,00 $2,265.On TOO, $2,265.00 25 2416-0100018 APRON, CONC, 18" EACH 1 $2,37000 $2,31000 0.00 $0.00 26 24160100024 APRON, LONG, 24" EACH 2 $2,780.00 $5,560.00 0.00 $000 27 2416-0100036 APRON. CONC. 36" EACH 1 $3,810.00 S8,81000 1OD $3,810.00 28 2430-0000100 MODULAR BLOCK RETAINING WALL SF 593 $3300 $19,569.00 0 00 $U.00 29 2435-0140148 MANHOLE, STORM SEWER, SW-401, 48 IN. EACH 3 $2.990.00 SO 970 OD 000 $0,00 30 2435-0140172 MANHOLE, STORM SEWER, SW-401, 721N. EACH 1 $6.18000 $6,180.00 075 $4,635.OD 31 2435-0140196 MANHOLE, STORM SEWER, SW-401, 96 IN. EACH 1 $18,02500 $18,025.00 000 $0,00 32 2435-025MOO INTAKE, SW-501 EACH 7 $3.09000 $21630.00 1.50 $4.63500 33 2435-0250300 INTAKE, SW-503 EACH 5 $4.73500 $2367500 6,00 S2041000 34 2435-0250500 INTAKE, SW-505 EACH 3 $4.43000 $13.290.00 0,00 $000 35 2435-0250600 INTAKE SW-506 EACH 2 $6.161 $12360. GO 1.50 $9,270 OD 36 2435-0250610 INTAKE, SW-506 MOD EACH 1 $8,03500 $8035.00 0.00 $000 37 2435-0251224 INTAKE, SW-51$ 24" EACH 2 $175000 $3.500.00 5.00 $8.75000 38 24350251236 INTAKE, SW-512, 36' EACH 3 $2,4]200 $Z416.00 1.00 $247200 39 2435-0600020 MANHOLE ADJUSTMENT, MAJOR EACH 15 $1,44200 $21.630,00 000 $0 OD PR4Au-060BSF Afces Road Phase 4.xlsm ...ro-ww.w�.ym,.aromrvx.rzonasmseu.hvoun.,..ve. Page 1 of 40 2435-0600120 INTAKE ADJUSTMENT, MAJOR EACH 5 $2.060.00 $10,300,00 0.00 $0.00 41 2435-OT00010 SW411, CONNECTION TO EXISTING STORM SEWER STRUCTURE EACH 6 $1,15350 $6.921,00 6.00 $6,921,00 42 2501-8400172 TEMPORARY SHORING US 1 $72.10000 $72,100.00 000 $0,00 43 2502-230811G CONTINUOUS TRENCH DRAIN(500-20) LF 25 $1.235,00 $30,875,00 000 $0.00 44 2502-8213206 SUBDRAIN, PVC, STANDARD, PERFORATED, 61N, LF 2.380 $14.45 $34,506,60 0.00 $000 45 2502-8221006 SUBDRAIN RISER, 61N.. AS PER PLAN EACH 4 $800.00 $3,200,00 0.00 $0.00 46 2502-B221303 SUSDRAIN OUTLET, OR-303 EACH 20 $30900 $6,180.00 0,00 $0,00 47 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED, (HERE). 121N. LF 251 $66.00 $16,566.00 0,00 $0.00 48 2503-0114218 STORM SEWER GRAVITY MAIN,TRENCHED. RCP, 2000D(CLASS 111). 18 It LF 995 $7725 $7686375 61000 $47.12250 49 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 20000 (CLASS III), 24 10 LF 363 387,50 $31,752.50 541,00 $47.337.50 50 2503-0114230 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 2000D DI -ASS III), 30 If LF 45 $10825 $4,871 25 0,00 $000 51 2503-0114236 STORM SEWER GRAVITY MAIN,TRENCHED, RCP, 2000D(CLASS III), 36 It LF 1070 $119,50 $127,865,00 107500 $128462.50 52 2503-0114615 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 3750D (CLASS V), 15 It LF 1 043 $125 $80571 75 752 00 $58,092 00 53 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN, LF 1044 $1545 $16,12980 55300 $854385 54 2504-0150410 SANITARY SEWER FORCE MAIN, TRENCHED, (PVC), 101N. LF 130 $8450 $10,965.00 0.00 $0.00 55 2507-8029000 EROSION STONE TON 30 $64A0 $1,93200 19.22 $1,23T77 56 2510-6745850 REMOVAL OF PAVEMENT SY 14,804 $895 S129,535.00 1006.33 $8,805.40 57 2610-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH ] $90000 56,30000 3,00 $2.700.00 58 2511-0300000 REMOVAL OF RECREATION TRAIL SY 810 $660 $5,34600 46000 $3,D3600 59 2511-0302600 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 61N. SY 2,893 $31.40 $108,198.20 0.00 $0,00 60 2511-6745900 REMOVAL OF SIDEWALK BY 296 $950 $2,81200 678 $5489 61 2511-7526005 SIDEWALK, PC. CONCRETE, 51N, BY 665 $3500 $3038000 0,00 $000 62 2511-7528101 DETECTABLE WARNINGS SF 326 S4235 $13,858.00 0,00 $0.00 63 2515-2475008 DRIVEWAY, PC. CONCRETE, BIN. SY 1,001 $4740 $47447.40 0.00 $0.00 64 2515-6745600 REMOVAL OF PAVED DRIVEWAY BY 2046 $540 $1104840 20633 $1.11420 65 2518-6910000 SAFETY CLOSURE EACH 12 $10300 $123600 000 $000 66 2523-0000100 LIGHTING POLES EACH 18 $803500 $144,630,00 000 $0 Do 67 2523-0000200 ELECTRICAL CIRCUITS LF 5,903 $1030 $60,800.90 0.00 $0.00 68 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH 25 $615,00 $12,575.00 0DO $0.00 69 2523-0000400 CONTROL CABINET EACH 1 $6,500,00 36,500.00 000 $000 70 2524-6765210 REMOVAL OF TYPE A SIGN ASSEMBLY EA 49 $7200 $3,52800 0.00 $000 71 2524-9089100 DELINEATOR, RIGID -TYPEI EACH 4 $5150 $206.00 0.00 $000 72 2524-926010 PERFORATED SQUARE STEEL TUBE POSTS LF 518 $10,25 $5,30950 0DD $000 73 2524-9325001 TYPE A SIG NS, SHEET ALUMINUM SF 355 $20,60 $131300 0DO $000 74 2525-0000100 TRAFFIC SIGNALIZATION LE, 1 $210,00000 $210,00000 000 $000 75 2626-8285000 CONSTRUCTION SURVEY US 1 $21 600.00 $21,600.00 0.27 $5,760.00 76 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED STA 131 $71.00 $9,301.00 0.00 $0.00 TT 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA 88 $123.75 $10,890,00 0,00 $0.00 78 2527-9263131 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 191 $10825 $20675,75 0.00 $0,00 79 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT -BASED EACH 13 $9275 $1,205,75 000 $0,00 80 2529-9263143 PAINTED SYMBOLS AND LEGENDS DURABLE EACH 29 $21650 $6,27850 0.00 $0,00 81 2527-9263152 PRE-CUT SYMBOLS AND LEGENDS, REGULAR MARKING TAPE EACH 14 $10300 $1,442.00 0.00 $0.00 82 2527-92631BO PAVEMENT MARKINGS REMOVED STA 8 $62.00 $495,00 000 $000 83 2528-5400048 TEMPORARY BARRIER RAIL, CONCRETE LF 4,551 $7.90 $35952.90 000 $000 84 2528-0445110 TRAFFIC CONTROL US 1 $18,335.00 $18,335,00 0,27 S488933 85 2528-8445113 FLAGGERS EACH 15 $450.00 $6,75000 500 S225000 Bfi 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN(PDMS) CDAY 240 $6200 $14,88000 P00 $55800 87 2533-4980005 MOBILIZATION ITS 1 $44200000 $442.000,00 0,25 $110,50000 88 2554-0114012 WATER MAIN. TRENCHED, POLYVINYL CHLORIDE PIPE (PVC), 121N. LF 610 $80.50 $49105.00 62900 $50,634.50 89 2554-0202400 FITTINGS BY COUNT, POLYVINYL CHLORIDE( PVC). EACH T $600.00 $4,200.00 12.00 $7,200.00 90 2554-0207012 VALVE, GATE, DIP, 121N, EACH 4 $2,575.00 $10,300.00 4.00 $10300,00 91 2554-0208012 TAPPING VALVE ASSEMBLY, 121N. EACH 4 $23,70000 $94.800,00 0.00 $000 92 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 10 $7.21000 $72,100,00 2.00 $14,420.00 93 2599-9999005 ADJUSTMENT OF FIXTURES EACH 20 $46500 $9,300.00 0.00 $0.00 94 2599-9999005 WATERMAIN VERTICAL RELOCATION EACH 2 $9.475.00 $18,950.00 000 $0.00 95 2599-9999010 SUBMERSIBLE CENTRIFUGAL STORMWATER PUMPS ITS 1 S83,925 OD S8392500 000 $000 96 2599-9999010 ELECTRICAL SYSTEM FOR STORMWATER PUMPS LB 1 $47.21000 $41.21000 0.00 $0,00 97 2599-9999010 STORMWATER POLLUTION PREVENTION PLAN (SWPPP), MANAGEMENT LS 1 $5.720,00 $5]2000 027 $1 544.40 98 2599-9999010 UNDERPASS LIGHTING US 1 $14.420.00 $14,42000 000 Woo PR4401I-06065E Alices Road Phase 4.slsm Page 2 of 4 99 2599-9999018 ANTI -GRAFFITI COATING BY 915 $19:50 $19.012.50 0.00 30,00 100 2599-9999020 GRANULAR BEDDING TON 525 $3600 $18.90000 20134 $724824 101 2601-2634100 MULCHING ACRE T $e7500 $6,125.00 0.00 $0.00 102 2601-26M044 SEEDING AND FERTILIZING (URBAN) ACRE ] 51,415.00 $9905.00 000 $0.00 103 2601-2642120 STABILIZING CROP- SEEDING AND FERTILIZING(URBAN) ACRE 10 $67000 58700.00 0,00 $0.00 104 2602-0000020 SILT FENCE LF 3.656 $1.80 $6580.80 000 $000 105 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 810 $1 BY $1458.00 0.00 $000 106 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 3.465 SD 50 51732.50 0.00 $000 107 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 347 $100 $347.00 0.00 50.00 108 2602-0000430 TEMPORARY SEDIMENT CONTROL BASIN EACH 32 $215,00 56,880.00 0.00 $0.00 109 2602-0000312 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 121 N. CIA. LF 1,320 $3,15 $4,158,00 5]B.OD 51,820.]0 110 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 1,320 $0,50 $56000 000 $000 111 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 3 $500.00 $1,500,00 0.00 50.00 112 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1 $1,000,00 S1 000.00 000 $000 TOTAL $6.474.076.95 $793,682.06 PR43017A60"E Allces Road Phase 4.xlsm .w_.o�m�w.v�^•reeww�smnuwssEu.R�wwrti,.aa.m Page 3 of 4 MATERIALS STORED SUMMARY Description aof Un its Unit Pd.. Extended Cost TOTAL $0.00 PAY REQUEST SUMMARY Total Approved Total Completed Contract Price $6,474.076,95 $793,58206 Approved Change Omer l $O.oO Approved Change Omer 2 $0,00 Approved Change Order 3 $0.00 Revised Contract Price $6,474.076,95 5793,60206 Materials Stored $000 Rogers,(3% to a maximum of$30.000) $23.81046 Total Earned Less Reteinage $769871 60 Total Previously Approved (list each) A Pay Request $17323633 Pay Request $25837560 Pay Request 510268291 Pay Request 4 Pay Request 5 Pay Request fi Pay Request ] Pay Request B Pay Request 9 Pay Request 10 Total Previously Approved $544,294,84 Amount Due This Request $225,576.76 Percent Complete 123% Percent of Contract Period Utilized gir Calendar Days, Based on Noll to Proceed Date 8 Contract Completion Date? 316 % 122557676 is recommended for ammoval for oavment in accordance with the terms of the Contract C untrpclor: CO veto Teelfrookell Wel, Recoddammd dRy fate Yllrpflfllat4q Checked By: city of uun A n4rma Sgmm�m _...—.__ it a Mane Ham It2 Inrio llllp _ Unlo Illlo. tale Pill 2017 moo SE Alicas Road Phase 4.xlsm =rmmwe..w�rvmsc—as.em.,. ne.. 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