Loading...
HomeMy WebLinkAbout2017-10-02-J01G Alices Rd Corridor Phase 4_Pmt Est 11� ►;4 Waukee �TW11 THE KEY TO GOOD LIVING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: October 2, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 11 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 $293,745.65. FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: Concrete Technologies has requested Payment Estimate No. 11 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 $293,745.65. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. Partial Payment No. l I is for submitted quantities for pay period end date September 21, 2017. FISCAL IMPACT INCLUDING COSTBENEFIT ANALYSIS: .i1113la 1 RRIJ 18101.117:11,717LKIr]ii Ia 10 0 0 D1 DEC#]a. 10_1_01eM_IF STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 11 ATTACHMENTS: I. Partial Payment No. 1 I II. Letter of Recommendation �Sk PREPARED BY: Beth Richardson REVIEWED BY: John Gibson//I'�' PUBLIC NOTICE INFORMATION — NAME OF PUBLICATION: DATE OF PUBLICATION: $293,745.65 Foth September 28, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #11 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 October 2, 2017. Submitted Quantity • 7728 CY of Item 2, Class 10 Excavation • 500 CY of Item 5, Topsoil, Strip, Salvage and Spread • 779.7 CY of Item 6, Compaction w/ Moisture and Density Control • 133.3 CY of Item 9, Modified Subbase • 0.35 LS of Item 16, Removals, As Per Plan • 250 CY of Item 19, Class 20 Excavation • 4.0 EA of Item 39, Major Manhole Adjustment • 1502 LF of Item 44, Subdrain, 6" PVC • 2 EA of Item 45, Subdrain Riser, 6", As per plan • 16 EA of Item 46, Subdrain Outlet, DR-303 • 7345.4 SY of Item 56, Removal of Pavement • 15.7 SY of Item 60, Removal of Sidewalk • 0.07 LS of Item 75, Construction Survey • 11.91 STA of Item 77, Painted Pavement Markings, Durable • 94.26 STA of Item 78, Wet Retroreflective removable Tape Markings • 4 EA of Item 80, Painted Symbols and Legends, Durable • 3 EA of Item 81, Pre-cut Symbols and Legends, Regular Marking Tape • 8.68 STA of Item 82, Pavement Markings Removed • 0.2 LS of Item 84, Traffic Control • 1.0 EA of Item 93, Adjustment of Fixtures • 2860 CY of Item 8002, Class 10 Excavation, Waste • 512 LF of Item 8004, Removal and Reinstall Fence 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254-1393 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 $293,745.65 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 #11 dated 09/21/17 Ltr-2017-0928SEAIicesRd Ph4 Recommend PayAppil.docx 9/28/2017 PAY REQUEST 1 AN" 1 � ��1 '44 Waukee THE KEY TO GOOD LIVING Waukee Public Works Department 805 University Avenue Wauke, IA 50263 Phone (515) 978-7920 Fax (615) 987-3979 Contractor Concrete Technologies, Inc. 1001 BE 37th BE Grimes, IA 50111 Project Title BE ALICES ROAD BE UNIVERSITY AVENUE TO SE OLSON DRIVE Project No. 6TP-U-e177(619) -70-25 Contract ID 25-8177-619 Orig. Contract g6,4]d,W6.95 312212017 Amount and Data Estimated 11/2412017 Completion Dale Pay Period End Date 9121/2017 Pay Request Number 11 Date 9121/2017 BID ITEMS Item No. It.. Cede Description Unit Est. Qty Unit Price Extended Price Quantity Completed Value Completed 1 2101-0850001 CLEARING AND GRUBBING ACRE 10 $875.00 $0,750.0D 10.00 $875000 2 2102-2710070 EXCAVATION, CLASS 10, ROADWAY & BORROW CY 19.817 $11 35 $224,922S5 13928.00 $158,082.80 3 2102-2710090 EXCAVATION, CLASS 10, WASTE CY 1,424 $1260 $17,94240 000 S0.00 4 2102-456OND LOCATING TILE LINES STA 4 $412.00 $1648 OD 038 S15656 5 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 7,751 $11.25 $87.19875 1930.00 $21,712.50 5 2107-0875000 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 10.246 $3,10 $31.762.60 4494.70 $13,933.61 7 2113-0001000 SUBGRADE STABILIZATION MATERIAL, CRUSHED STONE BY 500 $16,70 $8,350.00 0.00 S0.00 a 2113-0001100 SUBGRADE STABILIZTION MATERIAL. POLYMER GRID BY 500 $670 $3.350.00 0.00 $000 9 2115-0100000 MODIFIED SUBBASE CY 5366 $31.65 $169.833.90 1822.96 557.69668 10 2121-7425010 GRANULAR SHOULDERS, TYPE A TON 470 $40.40 $18.986.00 0,00 $000 11 2301-1033100 STANDARD OR SLI P FORM FCC PAVEM ENT. LLASS C. CLASS DURABILI BY 27,955 $64.50 $1.803.097,50 1001562 $64600762 12 2301-4874106 MEDIAN, DOWELLED P C. CONCRETE. 6 INCH BY 558 $91.85 $51.252.30 0,00 $000 13 2301-6911722 PORTLAND CEMENTCONCRETE PAVEMENT SAMPLES LS 1 $1610.00 $1.810.00 0.00 $000 14 2304-0101000 TEMPORARY PAVEMENT BY 4632 Three $275.604,00 3268,42 $194.471.11 15 23158275025 SURFACING. DRIVEWAY, CLASS A CRUSHED STONE TON 34 $4040 $1,373.60 695.25 $28.088,10 16 2401-6750001 REMOVALS. AS PER PLAN US 1 $30.90000 $20,90060 0,95 $29,35500 17 2402-0426031 GRANULAR BACKFILL TON 2.265 $2060 $45,6590D 775.96 $15,98478 16 2402-0425040 FLOODED BACKFILL CY 290 $72,10 $209D900 124.00 $8,94040 19 2402-2720000 EXCAVATION, CLASS 20 CY 3.463 $29.90 $103,543.70 2537.50 $75,87125 20 2403-0100000 STRUCTURAL CONCRETE (MISCELLANEOUS) CY 262 $1.116,50 $292,52300 219.54 $245, 11641 21 2403-0100020 STRUCTURAL CONCRETE IRCB) CY 296 $948.00 $280,608,00 121 60 $115,27680 22 2404-7775000 REINFORCING STEEL LB 88.240 $3,60 $317,664.00 34680,80 $124,850 ae 23 2414-646NO ORNAMENTAL METAL RAILING LF 962 $76.25 $733525D 000 $000 24 2416-0100015 APRON. CONIC. 15' EACH 1 $2,265X0 $2,265,00 100 $226500 25 2416-0100018 APRON, CONIC, 18" EACH 1 S2.37000 $? 37000 100 $2, 370.00 26 2416-0100024 APRON, CONC, 2C EACH 2 $2,780.00 $5,660.00 1 00 $? 78000 27 2416-0100036 APRON, CONO 36° EACH 1 $3,810.00 $3.810,00 1 00 $3,810.00 28 24300000100 MODULAR BLOCK RETAINING WALL OF 593 $33.00 $19.569,00 0Up $000 29 2435-0140148 MANHOLE, STORM SEWER, SW-401,461N. EACH 3 $2.990.00 $8.97000 075 $2.242.50 30 2435-0140172 MANHOLE, STORM SEWER, SW-401,721N. EACH 1 $6.180.00 $6.13000 075 $4.635.00 31 2435-0140196 MANHOLE, STORM SEWER. SW-401,96IN. EACH 1 $18,D25.00 $18.025.00 1.00 $18.02500 32 2435)250100 INTAKE, SW-501 EACH 7 $3,090,00 $21.630.00 5,50 $16.99500 33 2435.0250300 INTAKE, SW-503 EACH 5 $4.73500 $23.67500 6,00 $28.410.00 34 24354250500 INTAKE. SW-505 EACH 3 $4.430.00 $13,29000 3.00 $13,29D00 35 24350250600 INTAKE, SW-506 EACH 2 $6,18000 $12,36000 1,50 $9.270.00 36 2435-D2506ID INTAKE, SW-506 MOD EACH 1 $8,035.00 $803500 100 $8.03500 37 243KID251224 INTAKE. SW-512. 24" EACH 2 $1,750.00 $3,50000 5,00 58.750,00 24350251236 INTAKE, SW-512, 3V EACH 3 $2.47200 $7,4166D 1.00 $2.472,00 [jE4 2435-M00020 MANHOLE ADJUSTMENT, MAJOR EACH 15 $1.44200 $21,6300D age S0.652.00 2435-0600120 INTAKE ADJUSTMENT, MAJOR EACH 5 $2,06000 $10300.00 400 58.240.00 2435-0700010 SW-211, CONNECTION TO EXISTING STORM SEWER STRUCTURE EACH 6 $1153.50 $6921SD 80o $9.22800 PR11-3017D921 SE Ali oaa I Phase 4 cvexaavemunmpw,aa u,A v,.aemvn em Pagel of 42 250Y8400172 TEMPORARY SHORING LS 1 $9 1-00 $72,100.00 1.00 $72,10000 43 2502-230B110 CONTINUOUS TRENCH DRAIN (50020) LF 25 $1,23500 $30.875.00 000 so 00 44 2502-8213206 SUBDRAIN, PVC, STANDARD, PERFORATED, 6 IN, LF 2.388 $14.45 $34.506.60 194400 $26,09060 45 2502-8221006 SUBDRAIN RISER, 6IR, AS PER PLAIN EACH 4 $80000 $3.200.00 200 $160000 46 2502-8221303 SUBDRAIN OUTLET, DR-303 EACH 20 $30900 $61100.00 16.00 $4,94400 47 2503-0111012 STORM SEWER GRAVITY MAIN. TRENCHED, (HOPE), 12 IN, LF 251 $6600 $16.566.00 10000 $6,600 00 40 25030114218 STORM SEWER GRAVITY MAN. TRENCHED, POP. 2000D (CLASS III), 181N LF 995 $7725 $76,063.75 742,00 $57,31950 49 2503-0114224 STORM SEWER GRAVITY MAIN. TRENCHED. RCP, 2000D (CLASS I11), 241N LF 363 $aYso $31.76250 6%.00 $53,025 00 50 2503-0114230 STORM SEWER GRAVITY MAIN. TRENCHED. RCP, 2000D (CLASS III), 301N LF 45 $108.25 ".871.25 45,00 $4.871,25 51 2503-0114236 STORM SEWER GRAVITY MAIN. TRENCHED. RCP. 2000D (CLASS III). 351N LF 1,070 $119.50 $127.865.00 1075.00 $128.462.50 52 2503-0114615 STORM SEWER GRAVITY MAIN, TRENCHED. RCP. 3750D (CLASS VI, 151N. LF 1.043 $77,25 $80.5]1]5 104400 $80649 0 53 2503-02000M REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 361N. LF 1.044 $15,45 $16,129.80 104200 $16,09890 54 2504-0150410 SANITARY SEWER FORCE MAIN, TRENCHED. (PVC) 101N. LF 130 $84,50 $10,985.00 110.00 $9,29500 55 2507-8029000 EROSION STONE TON 30 $64A0. $1,932.00 1922. $423771 56 25106745850 REMOVAL OF PAVEMENT BY 14,804 $895 $129,535.00 12457.69 S109.00415 57 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 7 $900,00 $6.300,00 800 $7.20000 58 2511-0300000 REMOVAL OF RECREATION TRAIL BY 810 $6,60 $5.346.00 46000 $3.03600 59 2511-0302600 RECREATIONAL TRAIL PORTLAND CEMENT CONCRETE. 61N. BY 2,893 $37.40. $10$,198.20 0.00 $000 60 2511-6745900 REMOVAL OF SIDEWALK BY 296 $9.50 $2,812.00 295.08 $2.80324 61 2511-7526005 SIDEWALK, P.O. CONCRETE, 51N. BY 868 $35.00 $30,380.00 932.43 $32.634.95 62 25114528101 DETECTABLE WARNINGS SF 328 $4225 $1305800 000 so 00 63 25154475008 DRIVEWAY, P.C. CONCRETE, B IN. BY 1001 $47,40 $47.44740 1095,65 $5193428 64 25156745600 REMOVAL OF PAVED DRIVEWAY BY 2.046 $550 $1104840 205,33 $1.11420 65 2518-6910000 SAFETY CLOSURE EACH 12 $103.00 $1,236.00 0,00 $000 66 2523-0000100 LIGHTING POLES EACH 18 $8,035.00 $144,630.00 0.00 $000 67 2523-0000200 ELECTRICAL CIRCUITS LF 5,903 $10.30. $60,000.90 1200.00 $12,36000 fib 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH 25 $515.00 $12,875.00 1L00 $5,66500 69 2523-0000400 CONTROL CABINET EACH 1 $6,500.00 36.5D0.00 0.20 $1,30000 70 252"765210 REMOVAL OF TYPE A SIGN ASSEMBLY EA 49 $72.00 $3,528.00 0.00 $000 71 2524-9089100 DELINEATOR, RIGID -TYPEI EACH 4 $51.50 $20500 0.00 $0,00 72 25249276010 PERFORATED SQUARE STEEL TUBE POSTS LF 518 $1025 $5,30950 0,00 $000 73 25241 TYPE A SI ONE, SHEET ALUM INUM SF 355 $2060 $7.313,00 0.00 $000 74 25250000100 TRAFFIC SIGNALIZATION LS 1 $210.00000 $210,000.00 0.10 $21,00000 75 2526-8285000 CONSTRUCTION SURVEY LS 1 $21,60000 $21,600.00 0.73 $15,69600 76 25279263109 PAINTED PAVEMENT MARKING. WATERBORNE OR SOLVENT -BASED STA 131 $7100 $9.301.00 4905 $3,48256 77 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA 88 $12375 $10.890.00 1191 $147386 78 2527-9263131 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 191 $108.25 $20.675.75 117.10 $12.67608 79 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENTBASEDEACH 13 $9276 $1205.75 0,00 $Q00 80 2527-9263143 PAINTED SYMBOLS AND LEGENDS, DURABLE EACH 29 $21650 $6.27850 4,00 $86600 81 2527-9263152 PRECUT SYMBOLS AND LEGENDS. REGULAR MARKING TAPE EACH 14 $10300 $1.442.00 1000 $103000 82 25279263180 PAVEMENT MARKINGS REMOVED STA e $6200 $49800 56S5 $3,51236 83 2526-8400048 TEMPORARY BARRIER RAIL, CONCRETE LF 4.551 S7.90 $35.952.90 375.00 $2,962,50 84 2628-8445110 TRAFFIC CONTROL LS 1 $18,335.00 $18,335.00 073 $1332343 BS 25288445113 FIAGGERS EACH 15 $450.00 $6.750.00 700 $3, 15000 86 25289290050 PORTABLE DYNAMIC MESSAGE SIGN(POMS) CDAY 240 $6200 $14.880,00 1200 $74400 07 2533-4980005 MOBILIZATION LS 1 $442.000,00 $442.00000 100 $44200000 88 2554-0114012 WATER MAIN,TRENCHED, POLYVINYL CHLORIDE PIPE (PVC, 121N. LF 610 $80.60 $49.105,00 82700 $5047350 89 25540202400 FITTINGS BY COUNT, POLYVINYL CHLORIDE (PVC). EACH 7 $600.00 $4,200.00 13.00 $7,800,00 90 25540207012 VALVE, GATE, DIP, 12 IN EACH 4 $2,57500 $10,30000 500 $12,875.00 91 2554-0208012 TAPPING VALVE ASSEMBLY, 12 IN. EACH 4 $23,700.00 $94,800.00 100 $2370000 92 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 10 $7,210.00 $72,100.00 10.00 $72,100.00 93 2599-9999005 ADJUSTMENT OF FIXTURES EACH 20 $465.00 $9.300.00 9.00 $4, 185,00 94 2599-9999005 WATERMAIN VERTICAL RELOCATION EACH 2 $9,475.00 $18.95000 100 $947500 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 $47.210,00 $47,210,00 000 so 00 W 25999999010 STORMWATER POLLUTION PREVENTION PLAN(SWPPA, MANAGEMENT LS 1 $5.720.00 $5.720,00 0.47 $2,68840 90 2599-9999010 UNDERPASS LIGHTING LS 1 $14.420.00 $14,420,00 000 $000 99 2599-9999018 ANTI -GRAFFITI COATING 6Y 975 S1950 $19,01250 000 $0.00 100 2599-9999020 GRANULAR BEDDING TON 525 $3600 $18.900.00 362.05 $13,033.80 101 2601-2634100 MULCHING ACRE 7 $875.00 $6.125,00 0.DO $000 102 2501-2636044 SEEDING AND FERTILIZING (URBAN) ACRE 7 $1.415,00 $9,90500 000 $000 PR11-20IT0921SE Ahcea Road Phase 4 cwa w..�mri�mgwavaumovewarI.- P-a" Page 2of4 103 IN-2642120 STABILIZING CROP- SEEDING AND FERTILIZING (URBAN) ACRE 10 S6T0O0 $6700.00 OOD $0.00 1" 28020009020 SILT FENCE LF 3CS6 $L60 $6, 58080 500.00 $900.00 105 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 810 $180 $1450SO O.DD $0.00 HIS 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 3,465 $0.50 $173250 OOD $000 107 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 347 $1.00 $34700 OOD $000 108 2602-0000130 TEMPORARY SEDIMENT CONTROL BASIN EACH 32 521500 $6,8800D O.DD $0.00 109 2602-0000312 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, I2IN. DIA, LF 1320 $3,15 $4,1530D 703.00 $2.214.45 110 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 1.320 $0.60 $660.00 OOD $0.00 111 2602-0010010 MOBILIZATIONS. EROSION CONTROL EACH 3 $50000 $1 S0000 0.00 $0.00 112 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1 $1,00000 $1,00000 1 00 1 $1 00000 CHANGE ORDER 1 8001 2102-2625001 EMBANKMENT IN PLACE, FURISHED CY 2.159 $29.20 $63.042.80 a DID $000 8002 2102-2710090 EXCAVATION, CLASS IO WASTE CY 7.521 $17.75 $133,49735 281 $50,76500 8003 2519-3700000 GATES, AS PER PLAN EACH 4 $1.017.50 $4.0700D O0D $000 8004 2519-4200090 REMOVAL AND REINSTALL FENCE LF 950 $14.15 $13,867.00 512.00 $1,244.80 8005 2599-9999009 SUBDRAIN, PVC. UNSPECIFIED DIAMETER LF 40 $48.03 $1,92120 5200 S249756 8006 2301-1033100 EWO\COST-PCC C-SUD MIX CY 6.000 $1.93 $1158000 2713.00 $523609 5007 2554-0208008 TAPPING VALVE ASSEMBLY. BIN. EACH 1 $15,40000 $15400.00 1.00 $15,40000 8008 2524-9089100 DELINEATOR, RIGID TYPE 1: INSTALL AND REMOVE EACH 25 $44,00 $1,100.00 25,00 $1.100.00 TOTAL $6,718,555.70 $3,389.715.54 PR113017.W-SE.11— Roatl PM1ase 4 Page 3 of 4 MATERIALS STORED SUMMARY Description p of Units Unit Price Extended Cost TOTAL $0.00 PAY REQUEST SUMMARY Total Approved Total Completed Contract Price $5474.076,95 $3,389.715.54 Approved Change Order l $182,28035 Approved Change Order 2 $ODO Approved Change Order 3 $D00 Revised Contract Price $6656.357,30 $3,3897:554 Materials Stored $000 Reteinage(3% to a maximum of 330000) 53000000 Total Earned Less Relainage $3,359,715 54 Total Previously Approved (list each) Pay Requests S173.23633 Pay Request $268.375,60 Pay Request 3 1102.682 91 Pay Request 8225,57676 Pay Requests $410.612A2 Pay Request $292.278A4 Pay Request? $871603,91 Pay Request $339.026,63 Pay Request $196.581.90 Pay Request 10 $185,995,59 Total Previously Approved $3,065,96989 Amount Due This Request $293,745.65 Percent Complete 50.9% Percent of Contract Period Utif¢ed (In Calendar Days, Based on Notice to Proceed Date & Contract Completion Date) 74.1% The amv4nt $293.745.66 is recommended for aooroval for oavment in acoardance with the terms of the Contract. Contractor: Concrete Technologies, Inc. Recommended By: Path Infrastructure Checlod By: City of Signature: Signature: Signature - Name: Name: Name: The Title Title' Data Dale: Date: Pall -201719215E Aliws Road Phaae 4 Page 4 of 4