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2021-07-19-I01Q Warrior Ln Improvements Phase 1_Pmt Est 5
AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 19, 2021 AGENDA ITEM:Consideration of approval of Payment Estimate No. 5 to Concrete Technologies, Inc. for the Warrior Lane Improvements Phase 1 in the amount of $578,056.67. FORMAT:Consent Agenda SYNOPSIS INCLUDING PRO & CON: Concrete Technologies, Inc. has requested payment estimate No. 5 for the Warrior Lane Improvements Phase 1 Project in the amount of $578,056.67. City Staff has reviewed the payment estimate and recommends payment. Pay Estimate No. 5 is for the period ending June 30, 2021. Pay Estimate No. 5 is for earthwork, rock subbase, concrete paving, asphalt paving, storm sewer, removals, and mobilization. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $578,056.67. COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Payment Estimate No. 5 ATTACHMENTS: I. Letter of Recommendation II. Payment Estimate No. 5 PREPARED BY:Beth Richardson REVIEWED BY:Sara Kappos SKK PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: I1Q IDOT Project No.: ICAAP-SWAP-8177(626)--SH-25 S-H Project No.: 4185870 July 12, 2021 Rudy Koester, Public Works Director City of Waukee 805 University Avenue Waukee, IA 50263 RE: Pay Request #5 – Review and Recommendation to Approve Warrior Lane Improvements - Phase 1 Dear Mr. Koester: Attached please find a detailed pay request for the Warrior Lane Improvements - Phase 1 project. The pay request includes the following items: • Earthwork • Rock Subbase • Concrete Paving • Asphalt Paving • Storm Sewer • Removals • Mobilization We have reviewed the detailed quantities, and they are in line with the work completed. If City staff concurs with this payment, we recommend the City of Waukee issue payment to Concrete Technologies, Inc. of Grimes, IA in the amount of $578,056.67 for the work completed to date. Sincerely, SHIVE-HATTERY, INC. Blake T. Peterson, PE Civil Engineer Enc. Pay Request #5 CITY OF WAUKEE 230 W HICKMAN ROAD WAUKEE, IOWA 50263 Contractor: Concrete Technologies, Inc. 1001 SE 37th Street Grimes, IA 50111 Division I (ICAAP/TSIP) Division II (Local) Division I (ICAAP/TSIP) Division II (Local) Item Estimated Estimated Unit Extended Quantity Quantity Value No. Quantity Quantity Price Price Completed Completed Completed 1 ACRE 0.10 0.20 40,775.00$ 12,232.50$ 0.10 0.20 12,232.50$ 2 CY 348.00 508.00 8.50$ 7,276.00$ -$ 3 CY 6,974.00 2,675.00 3.15$ 30,394.35$ 3,200.00 2,500.00 17,955.00$ 4 CY 5,434.00 1,238.00 5.25$ 35,028.00$ 1,836.00 536.00 12,453.00$ 5 CY 1,731.00 520.00 53.50$ 120,428.50$ 242.00 425.00 35,684.50$ 6 TON 22.00 40.00 31.50$ 1,953.00$ -$ 7 STA 33.00 7.50 236.00$ 9,558.00$ -$ 8 EACH 3.00 0.00 475.00$ 1,425.00$ -$ 9 SY 783.50 144.60 78.75$ 73,087.88$ 183.00 177.00 28,350.00$ 10 SY 1,618.00 1,677.00 78.75$ 259,481.25$ 1,635.00 128,756.25$ 11 SY 5,567.00 0.00 77.50$ 431,442.50$ 1,040.00 80,600.00$ 12 TON 0.00 87.50 79.00$ 6,912.50$ 91.97 7,265.63$ 13 TON 0.00 44.40 78.00$ 3,463.20$ 30.64 2,389.92$ 14 TON 0.00 44.40 78.00$ 3,463.20$ 44.00 3,432.00$ 15 TON 0.00 10.60 450.00$ 4,770.00$ -$ 16 TON 120.00 40.00 30.00$ 4,800.00$ -$ 17 TON 175.00 0.00 30.00$ 5,250.00$ 33.73 1,011.90$ 18 LS 0.80 0.20 15,750.00$ 15,750.00$ -$ 19 TON 645.00 0.00 25.25$ 16,286.25$ 645.00 16,286.25$ 20 EACH 4.00 0.00 2,260.00$ 9,040.00$ 0.80 1,808.00$ 21 EACH 2.00 0.00 3,940.00$ 7,880.00$ 0.80 3,152.00$ 22 EACH 1.00 0.00 8,400.00$ 8,400.00$ 0.80 6,720.00$ 23 EACH 1.00 0.00 9,895.00$ 9,895.00$ 1.00 9,895.00$ 24 EACH 3.00 0.00 2,810.00$ 8,430.00$ 0.80 2,248.00$ 25 EACH 2.00 0.00 4,255.00$ 8,510.00$ 0.80 3,404.00$ 26 EACH 4.00 0.00 6,665.00$ 26,660.00$ 3.20 21,328.00$ MANHOLE, STORM SEWER, SW-401, 84 IN. INTAKE, SW-501 INTAKE, SW-502, 48 IN. INTAKE, SW-502, 60 IN. REMOVALS, AS PER PLAN GRANULAR BACKFILL APRONS, CONCRETE, 15 IN. DIA. MANHOLE, STORM SEWER, SW-401, 48 IN. MANHOLE, STORM SEWER, SW-401, 72 IN. HOT MIX ASPHALT STANDARD TRAFFIC, INTERMEDIATE COURSE, 1/2 IN. MIX HOT MIX ASPHALT STANDARD TRAFFIC, SURFACE COURSE, 1/2 IN. MIX, NO SPECIAL FRICTION REQ. ASPHALT BINDER, PG 58-28S, STANDARD TRAFFIC GRANULAR SURFACING ON ROAD, CLASS D CRUSHED STONE GRANULAR SURFACING ON ROAD, CRUSHED STONE RELOCATION OF MAIL BOXES STANDARD OR SLIP FORM PCC PAVEMENT, CLASS C, CLASS 3 DURABILITY, 8 IN. STANDARD OR SLIP FORM PCC PAVEMENT, CLASS C, CLASS 3 DURABILITY, 9 IN. STANDARD OR SLIP FORM PCC PAVEMENT, CLASS C, CLASS 3 DURABILITY, 9 IN. - ROUNDABOUT HOT MIX ASPHALT STANDARD TRAFFIC, BASE COURSE, 3/4 IN. MIX EXCAVATION, CLASS 10, ROADWAY AND BORROW TOPSOIL, STRIP, SALVAGE AND SPREAD MODIFIED SUBBASE GRANULAR SHOULDERS, TYPE A SHOULDER FINISHING, EARTH PAY REQUEST Project Title Warrior Lane Improvements - Phase 1 ICAAP-SWAP-8177(626)--SH-25 4185870 Date July 12, 2021 $3,211,613.10 01/28/21 Pay Period End Date June 30, 2021 Pay Request Number 5 Original Contract Amount & Date Estimated Completion Date September 30, 2021 BID ITEMS S-H Project File Number UnitDescription CLEARING AND GRUBBING EMBANKMENT-IN-PLACE, CONTRACTOR FURNISHED P:\Projects\DM\4185870\Construction\Phase 1\CAsupport\Pay Requests\05\PayRequest05_Warrior Lane Phase 1.xlsx Pay Request 5 Page 1 of 5 27 EACH 7.00 0.00 5,250.00$ 36,750.00$ 5.60 29,400.00$ 28 EACH 5.00 0.00 7,535.00$ 37,675.00$ 4.00 30,140.00$ 29 EACH 4.00 0.00 15,330.00$ 61,320.00$ 3.20 49,056.00$ 30 EACH 1.00 0.00 2,205.00$ 2,205.00$ -$ 31 EACH 2.00 0.00 3,990.00$ 7,980.00$ -$ 32 EACH 1.00 0.00 2,415.00$ 2,415.00$ -$ 33 EACH 1.00 0.00 4,985.00$ 4,985.00$ -$ 34 EACH 1.00 0.00 5,985.00$ 5,985.00$ 1.00 5,985.00$ 35 LF 3,240.00 912.00 4.20$ 17,438.40$ -$ 36 LF 3,195.00 1,020.00 12.10$ 51,001.50$ -$ 37 EACH 19.00 9.00 420.00$ 11,760.00$ -$ 38 EACH 38.00 10.00 210.00$ 10,080.00$ -$ 39 LF 702.00 0.00 56.25$ 39,487.50$ 307.00 17,268.75$ 40 LF 331.00 0.00 57.75$ 19,115.25$ 210.00 12,127.50$ 41 LF 720.00 0.00 72.50$ 52,200.00$ 550.00 39,875.00$ 42 LF 131.00 0.00 102.00$ 13,362.00$ 129.00 13,158.00$ 43 LF 311.00 0.00 122.00$ 37,942.00$ 311.00 37,942.00$ 44 LF 393.00 0.00 168.00$ 66,024.00$ 365.00 61,320.00$ 45 LF 194.00 0.00 175.00$ 33,950.00$ 194.00 33,950.00$ 46 LF 1,695.00 0.00 19.00$ 32,205.00$ 1,272.00 24,168.00$ 47 EACH 1.00 0.00 6,145.00$ 6,145.00$ 0.75 4,608.75$ 48 TON 40.00 0.00 55.75$ 2,230.00$ -$ 49 SY 5,523.70 1,332.00 10.50$ 71,984.85$ 5,297.64 1,332.00 69,611.22$ 50 EACH 13.00 0.00 900.00$ 11,700.00$ 7.00 6,300.00$ 51 SY 443.10 0.00 10.50$ 4,652.55$ -$ 52 SY 1,431.00 581.00 48.00$ 96,576.00$ -$ 53 SY 1,149.20 575.00 10.00$ 17,242.00$ 306.76 260.00 5,667.56$ 54 SY 475.00 252.00 47.25$ 34,350.75$ -$ 55 SF 410.00 40.00 51.00$ 22,950.00$ -$ 56 SY 59.10 149.00 55.50$ 11,549.55$ -$ 57 SY 0.00 332.00 57.50$ 19,090.00$ 121.05 6,960.38$ 58 SY 143.00 636.70 10.50$ 8,186.85$ -$ 59 EACH 37.00 6.00 158.00$ 6,794.00$ -$ 60 EACH 52.00 8.00 158.00$ 9,480.00$ -$ 61 LS 1.00 0.00 9,975.00$ 9,975.00$ -$ 62 LS 0.80 0.20 25,725.00$ 25,725.00$ 0.25 0.10 9,003.75$ 63 STA 0.00 8.20 32.00$ 262.40$ -$ 64 STA 65.23 12.94 131.00$ 10,240.27$ -$ PAINTED PAVEMENT MARKINGS, WATERBORNE OR SOLVENT-BASED PAINTED PAVEMENT MARKINGS, DURABLE REMOVAL OF PAVED DRIVEWAY POSTS, STEEL, AS PER PLAN INSTALL TYPE A SIGN TRAFFIC SIGNALIZATION CONSTRUCTION SURVEY REMOVAL OF SIDEWALK SIDEWALK, P.C. CONCRETE, 4 IN. DETECTABLE WARNINGS DRIVEWAY, P.C. CONCRETE, 6 IN. DRIVEWAY, P.C. CONCRETE, 8 IN. EROSION STONE REMOVAL OF PAVEMENT REMOVAL OF INTAKES AND UTILITY ACCESSES REMOVAL OF RECREATIONAL TRAIL RECREATIONAL TRAIL, P.C. CONCRETE, 6 IN. STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 36 IN. STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 42 IN. STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 48 IN. REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. SEWAGE AIR RELEASE VALVE AND PIT SUBDRAIN OUTLET, DR-303 STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 15 IN. STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 18 IN. STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 24 IN. STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 30 IN. MANHOLE ADJUSTMENT, MAJOR CONNECTION TO EXISTING MANHOLE REMOVAL OF SUBDRAIN SUBDRAIN, PVC, STANDARD, PERFORATED, 6 IN. SUBDRAIN RISER, 6 IN., AS PER PLAN INTAKE, SW-506 INTAKE, SW-506 MODIFIED INTAKE, SW-512, 24 IN. INTAKE, SW-513 MANHOLE ADJUSTMENT, MINOR INTAKE, SW-505 P:\Projects\DM\4185870\Construction\Phase 1\CAsupport\Pay Requests\05\PayRequest05_Warrior Lane Phase 1.xlsx Pay Request 5 Page 2 of 5 65 EACH 6.00 0.00 345.00$ 2,070.00$ -$ 66 STA 65.23 12.94 130.00$ 10,162.10$ -$ 67 EACH 6.00 0.00 158.00$ 948.00$ -$ 68 EACH 8.00 6.00 210.00$ 2,940.00$ 6.00 3.00 1,890.00$ 69 EACH 1.00 0.00 1,050.00$ 1,050.00$ -$ 70 LS 0.00 1.00 150,000.00$ 150,000.00$ -$ 71 LS 0.80 0.20 18,900.00$ 18,900.00$ 0.40 0.20 11,340.00$ 72 LS 0.80 0.20 130,000.00$ 130,000.00$ 0.80 0.20 130,000.00$ 73 LF 0.00 170.00 55.75$ 9,477.50$ 157.00 8,752.75$ 74 EACH 0.00 17.00 575.00$ 9,775.00$ 14.00 8,050.00$ 75 EACH 0.00 1.00 2,100.00$ 2,100.00$ 1.00 2,100.00$ 76 EACH 0.00 1.00 5,775.00$ 5,775.00$ 1.00 5,775.00$ 77 EACH 0.00 1.00 4,570.00$ 4,570.00$ -$ 78 CY 110.00 18.00 40.50$ 5,184.00$ -$ 79 CY 215.00 18.00 33.00$ 7,689.00$ -$ 80 CY 641.00 0.00 49.00$ 31,409.00$ -$ 81 EACH 4.00 0.00 900.00$ 3,600.00$ -$ 82 EACH 14.00 0.00 500.00$ 7,000.00$ -$ 83 EACH 2,899.00 62.00 9.75$ 28,869.75$ -$ 84 EACH 28.00 5.00 415.00$ 13,695.00$ -$ 85 EACH 1,140.00 103.00 25.00$ 31,075.00$ -$ 86 EACH 5.00 0.00 415.00$ 2,075.00$ -$ 87 EACH 333.00 24.00 55.25$ 19,724.25$ -$ 88 EACH 32.00 4.00 295.00$ 10,620.00$ -$ 89 EACH 24.00 5.00 505.00$ 14,645.00$ -$ 90 LF 232.00 0.00 565.00$ 131,080.00$ -$ 91 LF 60.00 12.00 480.00$ 34,560.00$ -$ 92 LF 40.00 130.00 43.00$ 7,310.00$ -$ 93 LS 0.80 0.20 5,815.00$ 5,815.00$ 0.05 0.05 581.50$ 94 LS 1.00 0.00 4,720.00$ 4,720.00$ -$ 95 LS 1.00 0.00 13,545.00$ 13,545.00$ -$ 96 SF 4,947.00 0.00 20.00$ 98,940.00$ -$ 97 SF 1,772.00 0.00 21.00$ 37,212.00$ -$ 98 SY 9,948.00 3,101.00 3.25$ 42,409.25$ -$ 99 SY 2,011.00 794.00 2.65$ 7,433.25$ -$ 100 SY 552.00 0.00 68.00$ 37,536.00$ -$ 101 TON 224.00 70.00 370.00$ 108,780.00$ -$ 102 ACRE 12.80 4.70 2,365.00$ 41,387.50$ 0.375 0.375 1,773.75$ SPECIAL COMPACTION OF SUBGRADE SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL SUBSLAB, PCC, 5 IN. FOR UNIT PAVERS ON BITUMINOUS SETTING BED CEMENT STABILIZATION MULCHING, BONDED FIBER MATRIX CONCRETE WASHOUT ELECTRICAL CONDUIT AND JUNCTION BOX IRRIGATION UNIT PAVERS ON BITUMINOUS SETTING BED UNIT PAVERS ON GRANULAR BASE LANDSCAPE - 6-8' B&B DECIDUOUS TREE LANDSCAPE - 8' HT EVERGREEN TREE LANDSCAPE - FEATURE WALLS LANDSCAPE - SEAT WALLS REMOVAL AND ABATEMENT OF TRANSITE PIPE LANDSCAPE - 1 GALLON PERENNIAL PLANTING LANDSCAPE - 1.75" B&B DECIDUOUS TREE LANDSCAPE - 2 GALLON ORNAMENTAL GRASS PLANTING LANDSCAPE - 2" B&B DECIDUOUS TREE LANDSCAPE - 3 GALLON SHRUB PLANTING LANDSCAPE - COMPOST AMENDMENT LANDSCAPE - DOUBLE-SHREDDED HARDWOOD MULCH LANDSCAPE - IMPORTED PLANTING SOILS COMMUNITY MARKER SIGN FOOTING EROSION CONTROL - EXISTING HYDRODYNAMIC SEPARATOR CLEANOUT WATER MAIN, TRENCHED, POLYVINYL CHLORIDE PIPE (PVC), 8 IN. FITTINGS BY COUNT, DUCTILE IRON, AS PER PLAN VALVE, GATE, DIP, 8 IN. FIRE HYDRANT ASSEMBLY, WM-201 FIRE HYDRANT ADJUSTMENT SAFETY CLOSURE PERMANENT ROAD CLOSURE, URBAN, SI-182 NO EXCUSE ROAD OPENING BONUS, WARRIOR LAND AND ASHWORTH DRIVE TRAFFIC CONTROL MOBILIZATION PAINTED SYMBOLS AND LEGENDS, DURABLE GROOVES CUT FOR PAVEMENT MARKINGS GROOVES CUT FOR SYMBOLS AND LEGENDS P:\Projects\DM\4185870\Construction\Phase 1\CAsupport\Pay Requests\05\PayRequest05_Warrior Lane Phase 1.xlsx Pay Request 5 Page 3 of 5 103 ACRE 2.80 1.10 1,025.00$ 3,997.50$ -$ 104 SQ 41.00 22.00 52.50$ 3,307.50$ -$ 105 ACRE 10.00 3.60 815.00$ 11,084.00$ -$ 106 MGAL 90.00 10.00 60.00$ 6,000.00$ -$ 107 EACH 12.00 0.00 350.00$ 4,200.00$ -$ 108 LF 4,000.00 1,500.00 1.45$ 7,975.00$ 275.00 275.00 797.50$ 109 LF 4,000.00 1,500.00 0.10$ 550.00$ -$ 110 LF 2,000.00 750.00 0.05$ 137.50$ -$ 111 LF 600.00 100.00 10.50$ 7,350.00$ -$ 112 LF 5,960.00 1,540.00 1.95$ 14,625.00$ 352.50 352.50 1,374.75$ 113 LF 5,960.00 1,540.00 0.25$ 1,875.00$ -$ 114 EACH 46.00 0.00 100.00$ 4,600.00$ -$ 115 EACH 92.00 0.00 21.00$ 1,932.00$ -$ 116 EACH 46.00 0.00 21.00$ 966.00$ -$ 117 EACH 12.00 0.00 500.00$ 6,000.00$ 2.00 1,000.00$ 118 EACH 6.00 0.00 1,000.00$ 6,000.00$ -$ 119 EACH 2.00 0.00 1,050.00$ 2,100.00$ 2.00 2,100.00$ CO-1.1 UNIT 0.00 150.00 66.00$ 9,900.00$ 150.00 9,900.00$ 3,211,613.10$ 1,036,949.11$ Description None CHANGE ORDER #1 TOTAL -$ MOBILIZATIONS, EMERGENCY EROSION CONTROL TREE, TRANSPLANTING REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE GRATE INTAKE SEDIMENT FILTER BAG MAINTENANCE OF GRATE INTAKE SEDIMENT FILTER BAG REMOVAL OF GRATE INTAKE SEDIMENT FILTER BAG MOBILIZATIONS, EROSION CONTROL TOTAL MATERIALS STORED SUMMARY # of Units Unit Price Extended Cost -$ ADDITIONAL CLEARING & GRUBBING SILT FENCE REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS STABILIZED CONSTRUCTION ENTRANCE, EC-303 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. DIA. SEEDING AND FERTILIZING (URBAN) SODDING STABILIZING CROP - SEEDING AND FERTILIZING (URBAN) WATERING FOR SOD AND PLANTINGS MOBILIZATION FOR WATERING P:\Projects\DM\4185870\Construction\Phase 1\CAsupport\Pay Requests\05\PayRequest05_Warrior Lane Phase 1.xlsx Pay Request 5 Page 4 of 5 $578,056.67 is recommended for approval for payment in accordance with the terms of the Contract Date: Approved By: City of Waukee Signature: Name: Title: Date: Recommended By: Shive-Hattery Inc. Signature: Name: Title: Date: Contractor: Concrete Technologies, Inc. Signature: Name: Title: PAY REQUEST SUMMARY Total Completed Contract Price 3,211,613.10$ 1,036,949.11$ Approved Change Order 1 9,900.00$ Approved Change Order 2 Total Approved Approved Change Order 3 Revised Contract Price 3,221,513.10$ 1,036,949.11$ Materials Stored -$ Retainage (3% on first $1,000,000) 30,000.00$ Liquidated Damages Total Earned Less Retainage 1,006,949.11$ Total Previously Approved (list each)Pay Request 1 Pay Request 2 Pay Request 3 Pay Request 6 Pay Request 4 The amount of: $12,610.00 $85,548.08 $183,468.61 $147,265.75 Total Previously Approved $428,892.44 Amount Due This Request 578,056.67$ Pay Request 5 Percent Complete 32% Percent of Contract Period Utilized 62% P:\Projects\DM\4185870\Construction\Phase 1\CAsupport\Pay Requests\05\PayRequest05_Warrior Lane Phase 1.xlsx Pay Request 5 Page 5 of 5