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HomeMy WebLinkAbout2017-08-07-J01P Alices Rd Corridor Phase 4_Pmt Est 711 Waukee `�■�� THE KEY TO GOOD LIVING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: August 7, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 7 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 $871,603.91. FORMAT: Motion SYNOPSIS INCLUDING PRO & CON: Concrete Technologies has requested Payment Estimate No. 7 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 $871,603,91. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. Partial Payment No. 7 is for submitted quantities for pay period end date July 31, 2017. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $871,603.91 COMMISSIONIBOARDICOMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 7 ATTACHMENTS: I. Partial Payment No, 7 11. Letter of Recommendation PREPARED BY: Beth Richardson/Rudy Koester Tv REVIEWED BY: John Gibson // PUBLIC NOTICE INFORMATION — NAME OF PUBLICATION: DATE OF PUBLICATION: v Foth August 2, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #7 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 7, 2017. Submitted Quantity • 1000 CY of Item 6, Compaction with Moisture and Density Control • 1483.9 CY of Item 9, Modified Subbase • 5490.72 SY of Item 11, 10" PCC Pavement • 247.33 TON of Item 17, Granular Backfill • 1175 CY of Item 19, Excavation, Class 20 • 21.36 CY of Item 20, Structural Concrete (Miscellaneous) • 51.50 CY of Item 21, Structural Concrete (RCB) • 9000 LB of Item 22, Reinforcing Steel • 1.0 EA of Item 31, 96" Dia. SW-401 Manhole • 1.0 LS of Item 42, Temporary Shoring • 665.78 SY of Item 56, Removal of Pavement • 0.07 LS of Item 75, Construction Survey • 0.07 LS of Item 84, Traffic Control • 0.50 LS of Item 87, Mobilization • 0.07 LS of Item 97, SWPPP Management • 53.96 Ton of Item 100, Granular Bedding 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 $871,603.91 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 Joshua C. DeBower, P.E. Lead Civil Engineer Encl: Pay Request #7 dated 08/02/17 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254-1393 Fax: (515) 254-1642 PAY REQUEST &a 1TAVI, Waukee iW n v ro coon lrvwc Waukee Public Works Department 805 University Avenue Wauke, IA 60263 Phone (615) 9784920 Fax (516) 987-3979 Contractor: Concrete Technologies, Inc. 1001 SE 37th St Grimes, IA 60111 Project Title BE ALICES ROAD BE UNIVERSITY AVENUE TO BE OLSON DRIVE Project No. STP-0.6177(619)-70-25 Contract ID 25411774119 Ong. Contract Amount and Dato $6,4]4,0]6.95 3/22/2017 Estimated 11124/2017 Completion Date Pay Period End Date 7/3112017 Pay Request Number 7 Date 8/212017 BID ITEMS Item No. Item Code Description Unit Est Qt , Unit Price Extended Price Quantity Completed Value Completed 1 2101-0850001 CLEARING AND GRUBBING ACRE 10 $875.00 $8.750.00 10.00 $8,750.00 2 2102-2710070 EXCAVATION, CLASS 10, ROADWAY & BORROW CY 19S17 $1135 $224.922,95 6000X0 $68,100.00 3 2102-2710090 EXCAVATION, CLASS 10, WASTE CY 1.424 $12.60 $17.942.40 0.00 SOLD 4 2102-4560000 LOCATING TILE LINES STA 4 $41200 $1.648.00 0.38 $15656 5 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 7,751 $1125 $87,198]5 715.00 $8,043.75 6 2107-0875000 COMPACTION WITH MOISTURE AN D DENSITY CONTROL CY 10,246 $3.10 $31,76260 300000 $930000 7 2113-0001000 SUBGRADE STABILIZATION MATERIAL, CRUSHED STONE BY 500 $1670 $835000 000 $000 8 2113-0001100 SUBGRADE STABILIZATION MATERIAL. POLYMER GR ID BY Soo $6.70 $335000 000 $0,00 9 2115-0100000 MODIFIED SUBBASE CY 5,366 $31.65 $169,833SO 1483,90 $46S65.44 10 2121-7425010 GRANULAR SHOULDERS, TYPE A TON 470 $40.40 $18,988.00 0.00 $0,00 11 2301-1033100 STANDARD OR SLIP FORM PCC PAVEMENT. CLASS C. CLASS 3 DURABIL BY 27.955 WALL 31803S9]50 5490,72 $354,15157 12 2301-4874106 MEDIAN, DOWELLED P.C. CONCRETE, 6 INCH BY 558 $9185 $51,252.30 0.00 SUS0 13 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES LS 1 $1To' 000 1 $1,810.00 0.00 50,00 14 23040101000 TEMPORARY PAVEMENT SY 4.632 $5950 $275S0400 198362 $118,02557 15 2315-8275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 34 $40.40 $1,37360 695.25 $2B4O88.10 16 2401-6750001 REMOVALS, AS PER PLAN LS 1 $30,900.00 $30,900SO 0.60 $1B,540,00 17 2402-0425031 GRANULAR BACKFILL TON 2.265 $20.60 $46,65900 247.33 55,095.OD 18 2402-0425040 FLOODED BACKFILL CY 290 $72,10 $2090900 000 $000 19 2402-2720000 EXCAVATION, CLASS 20 CY 3.463 $29.90 S103,543 70 228] 50 $68395 25 20 2403-0100000 STRUCTURAL CONCRETE(MISCELIANEOUS) CY 262 $1.11650 5292,52300 21954 $245,1164 21 2403-0100020 STRUCTURAL CONCRETE (RED) CY 295 $948.00 $28060800 51SO $48822.00 22 2404-7775000 REINFORCING STEEL LB 88.240 $360 5317.664.00 24680.80 $5885058 23 2414-6460000 ORNAMENTAL METAL RAILING LF 962 $7625 $73,352.50 coo S000 24 2416-0100015 APRON, CONC, IS' EACH 1 $2.265.00 $2,265.00 ISO $2,265.00 25 2416-0100018 APRON. CONS, 18" EACH 1 $2,370.00 $2,37000 1.00 $2,370 US 26 2416-0100024 APRON, CONC, 24' EACH 2 $2.750,00 $8560.00 100 $278000 27 2416-0100036 APRON, CONC, 36" EACH 1 $3810.00 $3,81000 IUD $3,81000 28 2430-OD00100 MODULAR BLOCK RETAINING WALL SF 593 $3300 $1956900 000 $000 29 2435-0140148 MANHOLE, STORM SEWER, SW-401, 481N. EACH 3 $2,990S0 $8,970SO 075 $224250 30 2435-0140172 MANHOLE, STORM SEWER, SW-401, 721N. EACH 1 $6,18000 $6,180.00 075 $4635c0 31 2435-0140196 MANHOLE, STORM SEWER, SW-401, 961N. EACH 1 $10.02500 318,025.OD 1,00 $18,025.00 32 2435-0250100 INTAKE. SW-501 EACH 7 $3,09000 $21,630,00 450 $13.905.00 33 2435-0250300 INTAKE, SW-503 EACH 5 $4,73500 $23,675VO 6,00 $28,41000 34 2435-0250500 INTAKE, SW-505 EACH 3 $Q43000 $13,290,00 2,25 $9,957.50 35 2435-0250600 INTAKE, 8W-506 EACH 2 $6,180.00 $12,360,00 ISO $9,27000 36 2435-0250610 INTAKE,SW-5U6 MOD EACH i $8,035.00 $8,035.00 0.75 $6,026,25 37 2435-0251224 INTAKE,SW-512.W EACH 2 $1 ]5000 53,500.00 000 58750.00 38 2435-0261236 INTAKE, SW-512,36" EACH 3 $247200 $7,41600 100 S247200 39 2435-W00020 MANHOLE ADJUSTMENT, MAJOR EACH 15 $1,442.00 $21,63000 000 $060 PR74D17-07315E Alices Road Phase 4.Slsel sp_.«mnp'_:vauvrwo�wnronma�s[aa,vo.en,...<a,m Page 1 of 4 40 2435-0600120 INTAKE ADJUSTMENT, MAJOR EACH 5 32,06000 $10,30000 0,00 $000 41 2435-0700010 SW211. CONNECTION TO EXISTING STORM SEWER STRUCTURE EACH 6 $1,153,50 $6,921,00 8,00 $922800 42 2501-8400172 TEMPORARY SHORING LS 1 $72,100.00 $72,100.00 1.00 $72,10000 43 2502-2308110 CONTINUOUS TRENCH DRAIN(500-20) LF 25 $1.23500 $30,875,00 000 $000 44 2502-82132M SUBDRAIN, PVC, STANDARD, PERFORATED, 61N. LF 2.388 $14.45 $34,506,60 000 $000 45 2502-8221006 SUBDRAIN RISER, 61N.. AS PER PLAN EACH 4 $000.00 $3,200.00 0.00 $0.00 46 2502-8221303 SUBDRAIN OUTLET, DR-303 EACH 20 $309.00 $6.180.00 0.00 $0.00 47 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED,(HDPE), 121N. LF 251 $6600 $16,56fi.00 000 $0,00 48 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED RCP, 2000D(CIASS III), 181 LF 995 $]]25 $7685375 742,00 $57,319,50 49 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 2000D (Cl-ASS III), 241 LF 363 $5150 $31.762.50 606,00 $53,025,00 50 2503-0114230 STORM SEWER GRAVITY MAIN TRENCHED, RCP, 20DOD(CIASS III), 30 If LF 45 $108.25 54,071 25 4500 $4871.25 51 2503-0114236 STORM SEWER GRAVITY MAIN,TRENCHED, RCP, 2000D(CLASS III), 36 If LF 1.070 $11950 S127,06500 107500 $128,462.50 52 2503-0114615 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 3750D(CLA88 V), 15 IN LF 1.043 $]].25 $80,5]1.]5 104400 $8064900 53 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL T036 IN. LF 1,044 $1545 $16.129.80 904.00 $13966.80 54 2504-0150410 SANITARY SEWER FORCE MAIN, TRENCHED, (PVC). 101N. LF 130 $8450 $10.985.00 0.00 $000 55 2507-8029000 EROSION STONE TON 30 $64A0 $193200 1922 $1237]7 56 2510-6745850 REMOVAL OF PAVEMENT BY 14,804 S875 5129.535.00 4320,34 $37,802,99 57 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH ] $900TO $6,3D000 800 $7,200,00 58 2511-0300000 REMOVAL OF RECREATION TRAIL BY 810 $6.60 $534600 46000 $3,03600 59 2611-0302600 RECREATIONAL TRAIL, PORTIAND CEMENT CONCRETE, B IN. BY 2,893 $37,40 $108,19820 000 $000 60 2511-6745900 REMOVAL OF SIDEWALK BY 296 $950 $281200 538 $5489 61 2511-7526005 SIDEWALK, P.C. CONCRETE, 51N. BY 868 $35.00 $30,3BO.00 0,00 $0.00 62 2511-7528101 DETECTABLE WARNINGS SF 328 $4225 $1385500 0,00 $0.00 63 2515-2415008 DRIVEWAY, P C. CONCRETE, 81N. BY 1,001 $47.40 $47,447,40 0.00 $000 64 25156745600 REMOVAL OF PAVED DRIVEWAY BY 2,046 $540 $11,045,40 20833 $1.11420 65 25185910000 SAFETY CLOSURE EACH 12 $10300 $123600 0.00 $000 66 25230000100 LIGHTING POLES EACH 18 $8.035.00 $144,630.00 0.00 SOSO 67 2523 0000200 ELECTRICAL CIRCUITS LF 5,903 $10.30 $6080090 000 $000 68 25230000310 HANDHOLES AND JUNCTION BOXES EACH 25 $515.00 $12,875,00 000 $000 69 252&0000400 CONTROLCABINET EACH 1 $6.50O00 $6WOSD 0.00 $0.00 70 2524-6765210 REMOVAL OF TYPE A SIGN ASSEMBLY EA 49 $72.00 $3,528.00 0.00 $0.00 71 2524-9089100 DELINEATOR, RIGID -TYPEI EACH 4 $51.50 $206,00 000 $0.00 72 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS LF 518 $10.25 $5,309.50 0.00 $0.00 73 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM SF 355 $20.60 $731300 0OD $0.00 74 25350000100 TRAFFIC SIGNALIZATION LS 1 3210,000.00 $210,00000 0.00 $0.00 75 25268285000 CONSTRUCTION SURVEY LS 1 $21.60000 $2160000 0.47 $10,08000 ]fi 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED STA 131 $71.00 $9,301,00 4905 $3,482,56 ]] 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA 88 $12375 $10S90.00 0.00 $000 78 2527-9263131 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 191 $10825 $20,675.75 22.84 $2,47243 79 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT -BASED EACH 1 13 $92.75 $1,205.75 000 WOO 80 3143 PAINTED SYMBOLS AND LEGENDS, DURABLE EACH 29 $216.50 $6,278.50 0.00 $0.00 81 3152 PRE-CUT SYMBOLS AND LEGENDS, REGULAR MARKING TAPE EACH 14 $103.00 $1.442,00 ]00 $721,00 82 3180 PAVEMENT MARKINGS REMOVED STA 8 $6200 349600 4].9] $2974,14 03 ONS 12533-49806 TEMPORARY BARRIER RAIL, CONCRETE EF 4.551 ST90 $35.952.90 375.00 $2,96250 84 5110 TRAFFIC CONTROL LG 1 $18,33500 $18.335.00 04] $5,556.33 85 5113 FLAGGERS EACH 15 $450.00 $6.750.00 ]00 33,150.00 86 0050 PORTABLE DYNAMIC MESSAGE SIGN(ROME) CDAY 240 $6200 $14.880.00 1200 $744,00 87 0005 MOBILIZATION US 1 $442,00000 5442E0000 100 $442S0000 88 2554-0114012 WATER MIN, TRENCHED, POLYVINYL CHLORIDE PIPE( PVC), 12 IN. LF 610 $8050 $49.10500 627.00 1 $50,47350 09 2554-0202400 FITTINGS BY COUNT, POLYVINYL CHLORIDE(PVC), EACH ] $60000 $4.200.00 13.00 $7,800,00 90 2554-0207012 VALVE, GATE, DIP, 121N. EACH 4 $2,67500 $10,300.00 6.00 $12,875.00 91 2554-0208012 TAPPING VALVE ASSEMBLY, 121N. EACH 4 $23,70000 $94,800.00 1.00 $23,700.00 92 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 10 $7,21000 $72,100.00 10.00 $72, 100.00 93 2599-9999005 ADJUSTMENT OF FIXTURES EACH 20 $465.00 $9,300.00 1.00 S46500 94 2599-9999W5 WATERMAIN VERTICAL RELOCATION EACH 2 $9,475.00 $18,950.00 100 39,475.00 95 2599-9999010 SUBMERSIBLE CENTRIFUGAL STORMWATER PUMPS ITS 1 $83925.00 $83.92500 000 SOOT 96 2599-9999010 ELECTRICAL SYSTEM FOR STORMWATER PUMPS ITS 1 54],21000 $4],21O00 000 $000 9] 2599-9999010 STORMWATER POLLUTION PREVENTION PLAN (SWPPP), MANAGEMENT US 1 $5,]20.00 $5,I20.00 04] $2,688.40 98 2599-9999010 UNDERPASS LIGHTING US 1 $14,420.00 $14,420.00 0.00 50.00 PR7.17-0731SE Allcaa Road PM1aao 4A.. .b..em�p..yae.�,rouwna-m�ran�.sEur..wamu.w.. Page 2 of 4 99 2599-9999018 ANTI -GRAFFITI COATING BY 9]5 $19.50 $19.012.50 0,00 $000 100 25999999020 GRANULAR BEDDING TON 525 $36.00 $18.900.00 362,05 $13,033,80 101 2601-2634100 MULCHING ACRE ] $875.00 $6.125.00 0.00 $0,00 102 2601-2636044 SEEDING AND FERTILIZING (URBAN) ACRE ] $1,4150D $9.905.00 000 $000 103 2601-2642120 STABILIZING CROP- SEEDING AND FERTILIZING (URBAN) ACRE 10 $670A0 $6.70000 0.00 $0.00 104 2602-0000020 SILT FENCE LF 3.656 $1.80 $658080 0,00 $0,00 105 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 810 $1,80 $1.45800 000 $000 106 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 3.465 $0,50 $1,732,50 0.00 $0,00 107 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 34/ $1.00 $347,00 000 $0,00 108 2602-0000130 TEMPORARY SEDIMENT CONTROL BASIN EACH 32 $21500 $6.880.00. 0.00 $0.00 109 2602-0000312 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 121N. DR LF 1.320 $3,15 $4.15800 ]03.00 $2.21445 110 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 1.320 $0.50 $660D0 0.00 8000 111 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 3 $50000 $1,500.00 0.00 50.00 112 2fi02-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1 $100000 $1,000.00 1.00 61,000.00 TOTAL $6,474,076.95 $2,374,365.]] PR7-301)9]315E Allces Road Ph— 4.xlsm .w.-wdmrw_.v•rvmwn-zm�aniseum aowaw..v,m Page 3 of 4 MATERIALS STORED SUMMARY Description #of Units Unit Price Extended Cost TOTAL $0.00 PAY REDDEST SUMMARY Contract Price Total Approved Total Completed $6,4]4,0]6.95 $2.374,365 JJ Approved Change Order 1 $0.00 Approved Change Omer 2 $0,00 Approved Change Omer 3 $000 Revised Contract Price $6,474.07695 $2.374,36577 Materials Stored $0.00 Retainage (3%to a maximum of $30,000) $30,000.00 Total Earned Less Retainage $2,344,365.77 Total Previously Approved (list each) Pay Requests $173,236,33 Pay Request $268.375.60 Pay Request 3 $102,682.91 Pay Request 4 $225.576 ]6 Pay Request 5 $410,612.12 Pay Request $292,278,14 Pay Request J Pay Request a Pay Request 9 Pay Request 10 Total Previously Approved $1472,761.86 Amount Due This Request $871,603.91 Percent Complete 367% Percent of Contract Period Utilized (In Calendar Days, Based on Notice to Proceed Date 6 Contract Completion Date) 53.0% The amount B671.603.91 is recommended for nonmetal for oavmenl in accordance with the terms of the Contract C99trectA[ C99erele T40n9logiol, ft. Recommended By: Four mlreelrmclllre �hecke4 By: 1 9f $Iqoajam Si unre S uYnrn H atra Noma Nalne 1 F.a Dale 1,119 llme rote flow PR72017-oJ315E Alices Road Phase 4xlsm •1—.1�m ue ua.mazvrml Page 4 of 4