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HomeMy WebLinkAbout2017-08-21-J01R ARC Corridor Phase 4_Pmt Est 8jf 4 Waukee •T■�i THE KEY TO GOOD LIVING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: August 21, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 8 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 $339,026.63. FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: Concrete Technologies has requested Payment Estimate No. 8 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 $339,026,63. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. Partial Payment No. 8 is for submitted quantities for pay period end date August 10, 2017. FISCAL IMPACT INCLUDING COSTBENEFIT ANALYSIS: COMMISSIONBOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 8 ATTACHMENTS: I. Partial Payment No. 8 II. Letter of Recommendation PREPARED BY: Beth Richardson/Rudy Koester �1Z REVIEWED BY: John Gibson ljT PUBLIC NOTICE INFORMATION — NAME OF PUBLICATION: DATE OF PUBLICATION: $339,026.63 v Foth August 16, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #8 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 August 21, 2017. Submitted Quantity • 203 CY of Item 6, Compaction with Moisture and Density Control • 3,425.58 SY of Item 11, 10" PCC Pavement • 35.60 CY of Item 21, Structural Concrete (RCB) • 10,000 LB of Item 22, Reinforcing Steel • 442 LF of Item 44, Subdrain, PVC, Standard, Perforated, 6" • 138 LF of Item 53, Removal of Storm Sewer less than or equal to 36" • 110 LF of Item 54, Sanitary Sewer Force Main, Trenched, (PVC), 10" • 0.06 LS of Item 75, Construction Survey • 0.06 LS of Item 84, Traffic Control • 7.00 EA of Item 93, Adjustment of Fixtures • 52 LF of Item 8005, Subdrain, PVC, Unspecified Diameter • 2,713 CY of Item 8006, EWO\Cost-PCC C-SUD Mix • 1 EA of Item 8007, Tapping Valve Assembly, 8" • 25 EA of Item 8008, Delineator, Rigid, Type 1, Install and Remove 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 $339,026.63 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 48 dated 08/16/17 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254A393 Fax: (515) 254-1642 PAY REQUEST ./alp, V/caukee m4 x1 r ro cone Lrvwc Waukee Public Works Department 805 University Avenue Wauke, IA 60263 Phone (616) 978-7920 Fax (616) 987-3979 Contractor: Concrete Technologies, Inc. 1001 SE 371h St Grimes, IA 50111 Project Title BE ALICES ROAD BE UNIVERSITY AVENUE TO BE OLSON DRIVE Project No. STP-L4817716191-00-25 Contract ID 25-5177419 Orig. COntmnt $6,474,076.95 3/2V2017 Amount and Date Estimated 11S4/2017 Completion Date Pay Period End Date 8/1012017 JPay Request Number 8 Date 8116/2017 BID ITEMS Item No. Item Code Description Unit Eat. Qty. Unit Price Extended Price Quantity Completed Value Completed 1 2101-0850001 CLEARING AND GRUBBING ACRE 10 $875.00 $8.75000 10.00 $8,75000 2 2102-2710070 EXCAVATION, CLASS 10, ROADWAY 8 BORROW CY 19,817 $11,35 $224,922.95 6000.00 $68,100,00 3 2102-2710090 EXCAVATION, OLASS 10, WASTE CY 1,424 $1260 $17,942,40 000 $0.00 4 2102-4660000 LOCATING TILE LINES STA 4 $412.00 $164800 038 $15656 5 210543425015 TOPSOIL, STRIP. SALVAGE AND SPREAD CY 1751 $11.25 $87,19875 715,00 S8,D4375 6 2107-0876000 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 10.246 $3.10 $3176260 3203.00 $9,929.30 7 2113-0001000 SUBGRADE STABILIZATION MATERIAL, CRUSHED STONE BY 500 $16.70 $835050 0.00 $000 8 2113-0001100 SUBGRADE STABILIZATION MATERIAL, POLYMER GRID BY Soo $6.70 $3,350SO 0.00 $000 9 2115-0100000 MODIFIED SUBBASE CY 5.356 $3165 S169,833.90 148390 $46,965.44 10 2121-7425010 GRANULAR SHOULDERS, TYPE A TON 470 $40.40 $18,98000 0,00 $000 11 2301-1033100 STANDARD OR SLIP FORM PCC PAVEMENT, CLASS C. CLASS 3 DURABIL BY 27,955 $64.50 $1,803,097 50 8916.30 $575,101 35 12 2301-4874106 MEDIAN, DOWELLED P.C. CONCRETE, 6 INCH SY 558 $9185 $51,252.30 000 30.00 13 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES LS 1 $1,81000 $1,810.00 000 $000 14 2304-0101000 TEMPORARY PAVEMENT SY 4,632 $59.50 $27560400 1983.62 $11802557 15 23158275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 34 $4040 $1.373.60 69525 $28,088.10 16 2401E750001 REMOVALS, AS PER PLAN US 1 S3090060 $30.90000 060 $18,540,00 17 2402-0425031 GRANULAR BACKFILL TON 2.265 $2060 $46.659.00 24733 S5,09500 18 2402-0425040 FLOODED BACKFILL CY 290 $72A0 $20.90900 0.00 S000 19 2402-2720000 EXCAVATION, CLASS 20 CY 3,463 $2990 $103543,70 2287.50 $68396.25 20 2403-0100000 STRUCTURAL CONCRETE (MISCELLANEOUS) CY 262 $1, 116.5D $292,523.00 21954 $245,116.41 21 2403-0100020 STRUCTURAL CONCRETE(R06) CY 296 $948OD $280,608.00 87.10 $82,570.80 22 2404-7775000 REINFORCING STEEL LB 85.240 $360 $317,66400 3468080 $124,850.88 23 2414-6460000 ORNAMENTAL METAL RAILING LF 962 $76.25 $73,35250 000 $000 24 2416-0100015 APRON, GONG. 15" EACH 1 $2,265.00 $226500 1.OF $225500 25 2416-0100018 APRON, CONC, 18" EACH 1 $2,370.00 S2,37000 100 $237000 26 2416-010DO24 APRON, CONC, 24" EACH 2 $2,780,00 S5,560S0 1.00 $278000 27 2416-0100036 APRON, GONG, 36' EACH 1 $381000 $3,810,00 100 $3,810.00 28 2430-0000100 MODULAR BLOCK RETAINING WALL SF 593 $33,00 $19.569,00 000 $0.00 29 24350140148 MANHOLE, STORM SEWER, SW-401,48 IN. EACH 3 $299000 $8.970.00 075 S2242.50 30 24350140172 MANHOLE, STORM SEWER, SW-401, 721N. EACH 1 $6.18000 $6,15000 075 $4.63500 31 24350140196 MANHOLE, STORM SEWER, SW-401, 961N. EACH 1 $18.025.00 S18,02560 1,00 $18.02500 32 2435-0250100 INTAKE, SW-501 EACH 7 $3.09000 $2163000 4,50 $1390500 33 2435-0250300 INTAKE, SW-503 EACH 5 $4,735,00 $23,67500 6.00 $28,41000 34 2435-0250500 INTAKE, SW-505 EACH 3 $4,430.00 $13,29000 225 $996750 35 2435-0250600 INTAKE, SW-508 EACH 2 S6,18000 $12,360,00 150 $9270.00 36 24350250610 INTAKE, SW-506 MOD EACH 1 $803500 $8,035.00 0.75 $6026.25 37 2435-0251224 INTAKE, SW-512,24" EACH 2 $1.750SO $350000 5.00 $8.75000 38 2435-0261236 INTAKE, SW-51?36" EACH 3 $2.472.00 $7,416.00 1.00 $247200 39 2435-0600020 MANHOLE ADJUSTMENT, MAJOR EACH 15 $144200 $21,630.00 000 $000 Pea3017 081OSE Alices Road Phase 4.XI- .p..ew.o.-»vim»romuee.xnu¢,ase o-a-awn... Page 1 of 4 40 2435-0600120 INTAKE ADJUSTMENT, MgJOft EACH 5 32,660.00 $10.300.00 000 $000 41 2435-0700010 SW-211, CONNECTION TO EXISTING STORM SEWER STRUCTURE EACH 6 $1, 153.50 $6.92100 8,00 69.228.00 42 2501-8400172 TEMPORARY SHORING LS 1 $72,10000 $72,100,00 1.00 372,10000 43 2502-2308110 CONTINUOUS TRENCH DRAIN(500-20) LF 25 $123500 $30,875.00 0.00 $000 44 2502-8213206 SUBDRAIN, PVC, STANDARD, PERFORATED, 61N. LF 2.388 $14.45 $34,50860 44200 $6,386.90 45 2502-8221006 SUBDRAIN RISER, 6 IN., AS PER PLAN EACH 4 $80000 $3,20000 0.00 $0.00 46 2502-8221303 SUBDRAIN OUTLET, DR-303 EACH 20 $30900 $6,180,00 OLD $0.00 47 2503-0111012 STORM SEWER GRAVITY MAIN. TRENCHED (HOPE) 12 IN. LF 251 36600 $16,566.00 000 $0,00 48 2503-0114218 STORM SEWER GRAVITY MAIN. TRENCHED, RCP, 20DOD (CLASS III), 18 If LF 995 ST] 25 $76.863,75 74200 $57,319.50 49 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 2000D (CLASS III), 24 IF LF 363 $87.50 $31 762 50 60600 $53,025.00 50 2503-0114230 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 20000 (CLASS III), 30 ]1 LF 45 $108.26 $4 871 25 4500 $4,871.25 51 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 2000D (CLASS III), 36 If LF 1,070 $119.50 $127,865.OD 1075.00 $128,462.50 52 2503-0114615 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 37600(CL4SS V), 15 If LF 1043 $77.25 $50.57175 104400 $8064900 53 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 361N. LF 1,044 $15.45 $15.12980 1042.00 $16.09890 54 2504-0150410. SANITARY SEWER FORCE MAIN, TRENCHED (PVC), 10 IN, LF 130 $84,50 510,98500 11000 $9,29500 55 2507-8029000 EROSION STONE TON 30 $64,40 $1 932.00 19,22 $1,237.]] 66 2510-6745850 REMOVAL OF PAVEMENT BY 14,804 S8]5 $129,535.00 4320.34 $37,80299 57 25106750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH ➢ $900.00 56,300,00 800 $7200,00 58 2511-03000DD REMOVAL OF RECREATION TRAIL BY 810 $660 $534600 46000 $3,036,00 59 2511-03026DO RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 61N, BY 2.893 $37.40 $108, 198.20 0.00 $000 60 2511-6745900 REMOVAL OF SIDEWALK BY 295 $9.50 $2,812 OD 5713 S5489 61 2511-7526005 SIDEWALK, P.C. CONCRETE, 51N. BY U68 $35.00 $30,380,00 000 $0.00 62 2511-7528101 DETECTABLE WARNINGS BE 328 S42.25 $13,850,00 000 $0,00 63 2515-2476008 DRIVEWAY, P.C. CONCRETE, 81N. BY 1.001 S41.40 $47,447,40rOOD $0.00 64 2515-6745600 REMOVAL OF PAVED DRIVEWAY BY 2.046 $540 $11,048.40 $t 11420 65 2518-6910DOO SAFETY CLOSURE EACH 12 $103.00 $1,23600 $0.00 66 2523-0000100 LIGHTING POLES EACH 18 $8,035.00 $144,63000 $000 67 2523-0000200 ELECTRICAL CIRCUITS LF 5,903 $10,30 S60,80090 $0.00 68 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH 25 $515.00 $12.87500 $000 69 2523-0000400 CONTROL CABINET EACH 1 $6,500,00 $6.600.00 $0.00 70 2524-6765210 REMOVAL OF TYPE A SIGN ASSEMBLY EA 49 $72,00 S3,528.00 $0,00 ]i 2524-9089100 DELINEATOR, RIGID -TYPEI EACH 4 S5160 $206.00 O.OD $0.00 72 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS LF 518 $1025 $5,309,50 0.00 $0.00 73 2524-9325001 TYPE A SIG NS, SHEET ALUMINUM BE 355 $20.60 $7.313,00 000 $000 74 2625-0000100 TRAFFIC SIGNALIZATION LS 1 $210.000.00 $210.00000 0.00 $000 75 2526-8285000 CONSTRUCTION SURVEY LS 1 $2160000 $21,600.00 0.63 $1137600 76 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED STA 131 $71,00 $9.301.00 49,05 $3,48255 Z➢ 2527-92631W PAINTED PAVEMENT MARKINGS, DURABLE STA 88 $123,75 $10,890.00 000 $0.00 78 2527-9263131 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 191 $108,25 $20.67575 22A4 $2,47243 79 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT -BASED EACH 13 $92.75 $120575 0.00 S000 80 2527-9263143 PAINTED SYMBOLS AND LEGENDS, DURABLE EACH 29 $21650 $6,278,50 0.00 $000 81 2527-9263152 PRE-CUT SYMBOLS AND LEG ENDS, REGULAR MARKING TAPE EACH 14 $103.00 $1,442,00 700 $721.00 82 2527-9263180 PAVEMENT MARKINGS REMOVED STA 8 $62.00 $49600 49.97 $2.974.14 83 2528-8400046 TEMPORARY BARRIER RAIL. CONCRETE LF 4.551 $7.90 $35,952,90 375,00 $2962.50 84 2528-8445110 TRAFFIC CONTROL LS 1 $1833500 S18,33500 0.53 $965543 85 2528-8445113 BAGGERS EACH 16 $45000 $6,75000 7.00 $3,15000 86 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN(POMS) CDAY 240 $62,00 $14,880,00 1200 $74400 87 2533-4980005 MOBILIZATION LB 1 $442,000,00 $442,000.00 100 5442000.00 BB 2554-0114012 WATER MIN, TRENCHED, POLYVINYL CHLORIDE PIPE (PVC), 12 IN, LF 610 $80.50 $49,105.00 62700 $50,473.50 89 2554-0202400 FITTINGS BY COUNT, POLYVINYL CHLORIDE (PVC) EACH ➢ $60000 $4.200.00 1300 $7,800,00 90 2554-0201012 VALVE, GATE, DIP, 12 IN, EACH 4 $2,57500 $10,300.00 500 $12875,00 91 2554-0208012 TAPPING VALVE ASSEMBLY, 12 IN, EACH 4 S23,700.00 $94,800.00 100 $23.700,00 92 25540210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 10 $7.210.00 512,100.00 1000 $72.100.00 93 2599-9999005 ADJUSTMENT OF FIXTURES EACH 20 $465.00 $9,300.00 8,00 $3.72080 94 2599-9999DO5 WATERMAIN VERTICAL RELOCATION EACH 2 $9.475.00 $18,950 00 1,00 $9,47500 95 2599-9999010 SUBMERSIBLE CENTRIFUGAL BTORMWATER PUMPS LS 1 $83,92500 $83925.00 0.00 $000 96 2599-9999010 ELECTRICAL SYSTEM FOR STORMWATER PUMPS LS f $4Z21000 $4],210.00 0,00 $000 97 2599-9999010 STORMWATER POLLUTION PREVENTION PUN ISWPPP),MANAGEMENT LS 1 $5,>2000 $5]20.00 0,47 S268640 98 2599-9999010 UNDERPASS LIGHTING LB 1 $14,42000 $14,420.00 US $0,00 PR8-2011-091RSE Alices Road Phase 4.xlsm .w w�ww_.yrnm.�vu�we--1-ssEa.eawe.em... ew•m Page 2 of 4 99 2599-9999018 ANTI -GRAFFITI COATING BY 9T5 $19.50 $19,01250 0.00 50.DO 100 2599-9999020 GRANULAR BEDDING TON 525 $36.00 $1 B00000 362.05 $1303380 101 2601-2634100 MULCHING ACRE 7 $87500 $6.125.00 000 $0,00 102 2601-2636044 SEEDING AND FERTILIZING (URBAN) ACRE ➢ $1,41500 $9.905,00 0.00 $000 103 2601-2642120 STABILIZING CROP- SEEDING AND FERTILIZING (URBAN) ACRE 10 $67000 $6.70000 0.00 $000 104 2602-0000020 SILT FENCE LF 3.656 $1.80 $6.580.80 0.00 $000 105 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 810 $1.80 $1.45800 0,00 Saco IDO 26020000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CH ECKS LF 3,465 $050 $1.732.50 0,00 S0.00 107 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 347 51.00 $347.00 000 30 g0 108 2602-0000130 TEMPORARY. SEDIMENT CONTROL BASIN EACH 32 $21500 $6,880.00 000 $0.00 109 2602-0000312 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 12IN. CIA LF 1,320 $3.15 $4.1 SO 00 703.00 $221445 110 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 1,320 $050 $660,00 0.00 Saco 111 2602-WlOOIO MOBILIZATIONS, EROSION CONTROL EACH 3 $50000 $1.500.00 000 S0.00 112 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1 $100000 $1,000.00 100 $1.00000 CHANGE ORDER 8001 2102-2625001 EMBANKMENT IN PEACE, FURISHED CY 2.159 $29.20 $63,042.80 0.00 Saco 8002 2102-2710090 EXCAVATION, CLASS 10 WASTE OY 7,521 $1775 $133.491]5. 0.00 $0.00 8003 2519-3700000 GATES. AS PER PLAN EACH 4 $1.017.50 $4,07000 0,00 Saco 8004 25194200090 REMOVAL AND REINSTALL FENCE LF 980 $14.15 $13,867.00 0,00 Sa00 8005 2599-9999009 SUBDRAIN, PVC, UNSPECIFIED DIAMETER LF 40 $48,03 $1,921.20 52.00 S249756 8006 2301-1033100 EWO\COST-PCCC-SUDMIX Cy 6,000 $1.93 $1158000 2713.00 $523609 8007 2554-0208008 TAPPING VALVE ASSEMBLY, 8 IN. EACH 1 $15,400,00 $15,400,00 100 S1540000 8008 2524-9089100 DELINEATOR, RIGID TYPE I; INSTALL AND REMOVE EACH 25 $44,00 $1.100,00 2500 $1.100.00 TOTAL $6,718.555.70 $2,713,392.40 PRO -201i-08105E Micas Ro of Phase 4.KIsm �p..om,w..rea.rmorvne-m�rauioseuc.. aomm... aa•m Page 3 of 4 MATERIALS STORED SUMMARY Oescdption p of Units Unit Pods Extended Cost TOTAL $0.00 PAY REQUEST SUMMARY Total Approved Total Completed Contract Price $6,474,07695 $2,713,39240 Approved Change Order $182 280 35 Approved Change Order $0 00 Approved Change Order $0 00 Revised Contract Price $6656.357,30 $2,713.39240 Materials Stored $0.00 Retainage(3% to a maximum of$30.000) $30,00000 Total Earned Less Retail $2.683,39240 True Previously Approved (list each) Pay Requests $173y36.33 Pay Request $268.375.60 Pay Request 5102 682 91 Pay Request $225,576,76 Pay Request $410,612,12 Pay Request $292,2I8A4 Pay Request] $871,603 91 Pay Request Pay Request 9 Pay Request 10 Total Previously Approved $2,344,365]7 Amount Due This Request $339,026.63 Percent Complete 406% Percent of Contract Perot gifted (in Calendar Days, Based on Notice to Proceed Dale B Contract Completion Date) 57.1% The amount S339.026.63 is recommended for approval for payment in accordance with the terms of the Contract Controclor: C enRlb Technologies, WK, RecommaWpd By FO@MfeMrNG4q 4 9ar.eg Chacked By: --city or I'q �Idlmu fl mtm hum, dl4nm _.. IrP _ LII.. WK inIJ !I,.,W :1:41s. PRO-20174810SE Mims Road Phase 4.xlsm .x.__www_.vmm,.rmoswex�rae.asEu... aa.em.,�<a.. Page 4 of