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Home My WebLink About2026-05-18 I01I_09 University Ave Area Improvements Phase 2_Pmt Est 2AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: May 18, 2026 AGENDA ITEM:Consideration of approval of Payment Estimate No. 2 to Vanderpool Construction for the University Avenue Area Improvements – Phase 2 Project, in the amount of $788,839.77 FORMAT:Consent Agenda SYNOPSIS INCLUDING PRO & CON: Vanderpool Construction requested Payment Estimate No. 2 for the work completed on the University Avenue Area Improvements – Phase 2 Project, in the amount of $788,839.77. Shive-Hattery, Inc. has reviewed the payment estimate and recommends payment. The partial payment is for the pay period ending May 1, 2026. This pay estimate is for earthwork grading for roadway, box culvert, pedestrian underpass, storm sewer structures, pipe and connections, watermain, appurtenances and connections, granular driveways, SWPPP and erosion control measures, temporary stream flow management, mobilization, traffic control, construction survey. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $788,839.77 COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Payment Estimate No. 2 ATTACHMENTS: I. Payment Estimate No. 2 II. Letter of Recommendation PREPARED BY:Lisa Bauman REVIEWED BY:Sara Kappos I1I9 S-H Project No.: 4203290 May 13, 2026 Rudy Koester, Public Works Director City of Waukee 805 University Avenue Waukee, IA 50263 RE: Pay Request #2 – Review and Recommendation to Approve University Avenue Area Improvements - Phase 2 Dear Mr. Koester: Attached please find a detailed pay request for the University Avenue Area Improvements - Phase 2 project. The pay request includes the following items: • Earthwork Grading for Roadway, Box Culvert & Pedestrian Underpass • Removals • Storm Sewer Structures, Pipe, and Connections • Watermain, Appurtenances and Connections • Granular Driveways • SWPPP and Erosion Control Measures • Temporary Stream Flow Management • Mobilization • Traffic Control • Construction Survey 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 Vanderpool Construction of Indianola, IA in the amount of $788,839.77 for the work completed to date. Sincerely, SHIVE-HATTERY, INC. Patrick Watts, PE Civil Engineer Enc. Pay Request #2 CITY OF WAUKEE 230 W HICKMAN ROAD WAUKEE, IOWA 50263 Contractor: Vanderpool Construction 1100 North 14th Street 1/19/2026 Indianola, IA 50125 Item Estimated Unit Extended Quantity Value No. Quantity Price Price Completed Completed 1 LS 1 103,000.00$ 103,000.00$ 1.00 103,000.00$ 2 CY 28,173 8.50$ 239,470.50$ 12,700.00 107,950.00$ 3 CY 591 34.00$ 20,094.00$ 591.00 20,094.00$ 4 CY 29,528 5.60$ 165,356.80$ 5,411.00 30,301.60$ 5 CY 35,222 4.60$ 162,021.20$ 17,734.00 81,576.40$ 6 CY 500 29.00$ 14,500.00$ -$ 7 CY 11,717 8.50$ 99,594.50$ 7,000.00 59,500.00$ 8 LS 1 31,000.00$ 31,000.00$ 0.60 18,600.00$ 9 SY 22372 3.20$ 71,590.40$ -$ 10 TON 118 550.00$ 64,900.00$ -$ 11 SY 1503 5.00$ 7,515.00$ 940.00 4,700.00$ 12 TON 7,047 46.35$ 326,628.45$ -$ 13 LF 75 210.00$ 15,750.00$ 75.00 15,750.00$ 14 LF 1,244 15.00$ 18,660.00$ 622.00 9,330.00$ 15 LF 2329 12.00$ 27,948.00$ 1,360.00 16,320.00$ 16 LS 1 38,100.00$ 38,100.00$ 0.75 28,575.00$ 17 LF 2094 67.00$ 140,298.00$ -$ 18 LF 670 70.00$ 46,900.00$ 42.00 2,940.00$ 19 LF 39 77.00$ 3,003.00$ 39.00 3,003.00$ 20 LF 196 80.00$ 15,680.00$ 196.00 15,680.00$ 21 LF 586 91.00$ 53,326.00$ -$ 22 LF 123 104.00$ 12,792.00$ -$ 23 LF 255 126.00$ 32,130.00$ -$ 24 LF 337 171.00$ 57,627.00$ -$ 25 LF 60 206.00$ 12,360.00$ -$ STORM SEWER, TRENCHED, RCP CLASS IV, 18 IN. STORM SEWER, TRENCHED, RCP CLASS V, 18 IN. STORM SEWER, TRENCHED, CLASS III, 24 IN. REMOVAL OF KNOWN BOX CULVERT REMOVAL OF KNOWN PIPE AND CONDUIT, GAS MAIN REMOVAL OF KNOWN PIPE AND CONDUIT, FIBER CONDUIT REMOVALS, AS PER PLAN STORM SEWER, TRENCHED, RCP CLASS III, 15 IN. SUBGRADE TREATMENT, CEMENT STABILIZATION, 4% SUBGRADE TREATMENT, GEOGRID MODIFIED SUBBASE TOPSOIL, REMOVAL AND OFFSITE DISPOSAL EXCAVATION, CLASS 10 EXCAVATION, CLASS 10, STOCKPILE EXCAVATION, CLASS 10, CHANNEL EXCAVATION, CLASS 20 STORM SEWER, TRENCHED, RCP CLASS III, 18 IN. PAY REQUEST Project Title University Avenue Area Improvements - Phase 2 4203290 Date May 13, 2026 $9,198,722.55 Pay Period End Date May 1, 2026 Pay Request Number 2 Original Contract Amount & Date Estimated Completion Date November 20, 2026 S-H Project File Number BID ITEMS TEMPORARY STREAM CROSSING SUBGRADE PREPARATION UnitDescription CLEARING AND GRUBBING TOPSOIL, ON-SITE STORM SEWER, TRENCHED, CLASS IV, 24 IN. STORM SEWER, TRENCHED, RCP CLASS III, 30 IN. STORM SEWER, TRENCHED, RCP CLASS III, 36 IN. STORM SEWER, TRENCHED, RCP CLASS IV, 36 IN. P:\Projects\DM\4203290\Construction\_University Avenue Phase 2\CASupport\Pay Requests\02 - Not Done\PayRequest02_UniversityAvenuePhase2.xlsx Pay Request 2 Page 1 of 7 26 LF 75 80.00$ 6,000.00$ -$ 27 LF 185 108.00$ 19,980.00$ -$ 28 LF 706 20.00$ 14,120.00$ 64.00 1,280.00$ 29 EA 1 800.00$ 800.00$ -$ 30 EA 1 750.00$ 750.00$ -$ 31 EA 2 3,100.00$ 6,200.00$ -$ 32 EA 1 1,000.00$ 1,000.00$ -$ 33 EA 1 4,300.00$ 4,300.00$ -$ 34 LF 5137 21.00$ 107,877.00$ -$ 35 EA 13 700.00$ 9,100.00$ -$ 36 EA 64 325.00$ 20,800.00$ -$ 37 LF 3825 7.00$ 26,775.00$ -$ 38 LF 434 25.00$ 10,850.00$ -$ 39 LF 148 43.00$ 6,364.00$ 52.00 2,236.00$ 40 LF 995 60.00$ 59,700.00$ 492.00 29,520.00$ 41 LF 2667 122.00$ 325,374.00$ 1,000.00 122,000.00$ 42 EA 4 1,100.00$ 4,400.00$ 3.00 3,300.00$ 43 EA 13 1,875.00$ 24,375.00$ 10.00 18,750.00$ 44 EA 21 4,750.00$ 99,750.00$ 9.00 42,750.00$ 45 LS 1 7,000.00$ 7,000.00$ 1.00 7,000.00$ 46 LF 752 21.00$ 15,792.00$ 80.00 1,680.00$ 47 EA 5 3,800.00$ 19,000.00$ 2.00 7,600.00$ 48 EA 3 3,150.00$ 9,450.00$ 2.00 6,300.00$ 49 EA 5 5,550.00$ 27,750.00$ 3.00 16,650.00$ 50 EA 6 27,750.00$ 166,500.00$ 2.00 55,500.00$ 51 EA 7 325.00$ 2,275.00$ -$ 52 EA 8 11,900.00$ 95,200.00$ 5.00 59,500.00$ 53 EA 3 5,900.00$ 17,700.00$ -$ 54 EA 1 1,750.00$ 1,750.00$ -$ 55 EA 4 1,200.00$ 4,800.00$ 2.00 2,400.00$ 56 EA 6 4,900.00$ 29,400.00$ 2.00 9,800.00$ 57 EA 3 5,450.00$ 16,350.00$ 1.00 5,450.00$ 58 EA 2 15,600.00$ 31,200.00$ -$ 59 EA 2 14,400.00$ 28,800.00$ -$ 60 EA 2 4,300.00$ 8,600.00$ -$ 61 EA 29 5,800.00$ 168,200.00$ -$ STORM SEWER, TRENCHED, CMP, 24 IN. REMOVAL OF STORM SEWER, ANY TYPE OR SIZE STORM SEWER ABANDONMENT, PLUG PIPE APRON, RCP, 15 IN. PIPE APRON, RCP, 18 IN. PIPE APRON, RCP, 24 IN. PIPE APRON, RCP, 30 IN. SUBDRAIN, 6 IN. SUBDRAIN CLEANOUT SUBDRAIN OUTLETS AND CONNECTIONS FIRE HYDRANT ADJUSTMENT FIRE HYDRANT ASSEMBLY REMOVAL MANHOLE, SW-401, 48 IN. MANHOLE, SW-401, 60 IN. VALVE, GATE, 8 IN. VALVE, GATE, 12 IN. VALVE, GATE, 18 IN. VALVE BOX ADJUSTMENT FIRE HYDRANT ASSEMBLY ROCK CHIMNEY WATER MAIN, TRENCHED, PVC, 8 IN. WATER MAIN, TRENCHED, PVC, 12 IN. WATER MAIN, TRENCHED, PVC, 18 IN. FITTING, DUCTILE IRON, 8 IN. FITTING, DUCTILE IRON, 12 IN. FITTING, DUCTILE IRON, 18 IN. WATER SERVICE AND METER WATER MAIN REMOVAL, ANY TYPE OR SIZE CONNECTION TO EXISTING WATER SYSTEM PARTIAL FIRE HYDRANT ASSEMBLY, TEE + VALVE STORM SEWER, TRENCHED, CMP, 15 IN. REMOVAL OF SUBDRAIN MANHOLE, SW-401, 72 IN. MANHOLE, SW-401, 96 IN. INTAKE, SW-501 INTAKE, SW-505 P:\Projects\DM\4203290\Construction\_University Avenue Phase 2\CASupport\Pay Requests\02 - Not Done\PayRequest02_UniversityAvenuePhase2.xlsx Pay Request 2 Page 2 of 7 62 EA 7 11,700.00$ 81,900.00$ -$ 63 EA 2 11,700.00$ 23,400.00$ -$ 64 EA 4 2,500.00$ 10,000.00$ 1.00 2,500.00$ 65 EA 1 20,700.00$ 20,700.00$ -$ 66 EA 4 23,000.00$ 92,000.00$ -$ 67 EA 3 1,650.00$ 4,950.00$ -$ 68 EA 5 2,250.00$ 11,250.00$ -$ 69 EA 1 2,000.00$ 2,000.00$ -$ 70 EA 5 650.00$ 3,250.00$ 1.00 650.00$ 71 EA 4 900.00$ 3,600.00$ -$ 72 SY 1273 75.00$ 95,475.00$ -$ 73 SY 14351 84.00$ 1,205,484.00$ -$ 74 SY 517 66.00$ 34,122.00$ -$ 75 TON 60 82.40$ 4,944.00$ -$ 76 SY 3,277 10.00$ 32,770.00$ 1,440.00 14,400.00$ 77 SY 1,622 12.00$ 19,464.00$ 442.00 5,304.00$ 78 SY 5469 45.00$ 246,105.00$ -$ 79 SY 437 83.00$ 36,271.00$ -$ 80 SY 7,687 4.00$ 30,748.00$ -$ 81 SY 1033 57.00$ 58,881.00$ -$ 82 SF 485 51.00$ 24,735.00$ -$ 83 SY 432 62.00$ 26,784.00$ -$ 84 SY 1809 64.00$ 115,776.00$ -$ 85 SY 704 80.00$ 56,320.00$ -$ 86 TON 265 76.00$ 20,140.00$ 123.86 9,413.36$ 87 TON 609 70.00$ 42,630.00$ 425.79 29,805.30$ 88 SY 8566 9.25$ 79,235.50$ 1,190.00 11,007.50$ 89 STA 1.56 90.00$ 140.40$ -$ 90 STA 163.16 100.00$ 16,316.00$ -$ 91 EA 22 205.00$ 4,510.00$ -$ 92 STA 163.16 45.00$ 7,342.20$ -$ 93 EA 22 205.00$ 4,510.00$ -$ 94 LS 1 51,000.00$ 51,000.00$ 0.20 10,200.00$ 95 EA 111 230.00$ 25,530.00$ -$ 96 EA 70 31.00$ 2,170.00$ -$ 97 EA 3 360.00$ 1,080.00$ -$ INTAKE, SW-516, MODIFIED TYPE C MANHOLE/INTAKE ADJUSTMENT, MINOR MANHOLE/INTAKE ADJUSTMENT, MAJOR CONNECTION TO EXISTING MANHOLE INTAKE, SW-506 INTAKE, SW-506 MODIFIED TYPE B INTAKE, SW-512, 24 IN. INTAKE, SW-516, MODIFIED TYPE A REMOVE MANHOLE OR INTAKE CONNECTION TO EXISTING STORM SEWER SYSTEM PAVEMENT, PCC, 8 IN. PAVEMENT, PCC, 9 IN. PAVEMENT, ASPHALT, 8 IN. GRANULAR SHOULDERS, TYPE B REMOVAL OF SIDEWALK/SHARED USE PATH REMOVAL OF DRIVEWAY SHARED USE PATH, PCC, 6 IN. SHARED USE PATH, REINFORCED PCC, 6 IN. SPECIAL SUBGRADE PREPARATION FOR SHARED USE PATH SIDEWALK, PCC, 4 IN. DETECTABLE WARNING DRIVEWAY, PAVED, PCC, 6 IN. DRIVEWAY, PAVED, PCC, 7 IN. DRIVEWAY, PAVED, PCC, 8 IN. DRIVEWAY, GRANULAR, 6 IN. DRIVEWAY, GRANULAR, 8 IN. PAVEMENT REMOVAL PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE PAINTED PAVEMENT MARKINGS, DURABLE PAINTED SYMBOLS AND LEGENDS, DURABLE GROOVES CUT FOR PAVEMENT MARKINGS GROOVES CUT FOR SYMBOLS AND LEGENDS TEMPORARY TRAFFIC CONTROL TRAFFIC SIGNS SIGN POSTS, PERFORATED SQUARE STEEL TUBE REMOVE AND REINSTALL TRAFFIC SIGNS P:\Projects\DM\4203290\Construction\_University Avenue Phase 2\CASupport\Pay Requests\02 - Not Done\PayRequest02_UniversityAvenuePhase2.xlsx Pay Request 2 Page 3 of 7 98 AC 12.2 4,100.00$ 50,020.00$ -$ 99 AC 7.8 4,100.00$ 31,980.00$ -$ 100 AC 48 2,350.00$ 112,800.00$ -$ 101 SQ 625 57.00$ 35,625.00$ -$ 102 MGAL 156 61.00$ 9,516.00$ -$ 103 EA 1019 12.00$ 12,228.00$ -$ 104 EA 229 55.00$ 12,595.00$ -$ 105 EA 28 325.00$ 9,100.00$ -$ 106 EA 39 360.00$ 14,040.00$ -$ 107 EA 8 360.00$ 2,880.00$ -$ 108 EA 22 645.00$ 14,190.00$ -$ 109 CY 50 67.00$ 3,350.00$ -$ 110 CY 208 77.00$ 16,016.00$ -$ 111 CY 127 45.00$ 5,715.00$ -$ 112 MGAL 39 57.00$ 2,223.00$ -$ 113 EA 16 80.00$ 1,280.00$ -$ 114 LF 400 6.00$ 2,400.00$ -$ 115 LS 1 1,200.00$ 1,200.00$ 1.00 1,200.00$ 116 LS 1 3,600.00$ 3,600.00$ 0.13 450.00$ 117 LF 6,975 1.05$ 7,323.75$ 2,360.00 2,478.00$ 118 LF 6975 0.15$ 1,046.25$ -$ 119 SY 4000 0.75$ 3,000.00$ -$ 120 TON 173 83.00$ 14,359.00$ -$ 121 TON 825 90.00$ 74,250.00$ -$ 122 TON 360 97.00$ 34,920.00$ -$ 123 LF 13225 1.30$ 17,192.50$ 3,425.00 4,452.50$ 124 LF 13225 0.25$ 3,306.25$ -$ 125 TON 380 85.00$ 32,300.00$ -$ 126 AC 68 2,150.00$ 146,200.00$ -$ 127 EA 82 130.00$ 10,660.00$ -$ 128 EA 164 25.00$ 4,100.00$ -$ 129 LF 5,188 5.00$ 25,940.00$ 5,188.00 25,940.00$ 130 SF 1,616 29.00$ 46,864.00$ -$ 131 EA 1 3,500.00$ 3,500.00$ -$ 132 SF 2525 26.00$ 65,650.00$ -$ 133 SY 129 170.00$ 21,930.00$ -$ CONVENTIONAL SEEDING, SEEDING, FERTILIZING, AND HYDROMULCHING, TYPE 1 (URBAN) CONVENTIONAL SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 2 HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 4 (TEMP. URBAN) SOD WATERING FOR SOD 1 GALLON PERENNIAL, FURNISHED AND INSTALLED (WITH WARRANTY) 3 GALLON SHRUB, FURNISHED AND INSTALLED (WITH WARRANTY) 1.75" B&B DECIDUOUS TREE, FURNISHED AND INSTALLED (WITH WARRANTY) 2" B&B DECIDUOUS TREE, FURNISHED AND INSTALLED (WITH WARRANTY) 6-8' HEIGHT DECIDUOUS B&B TREE - CLUMP, FURNISHED AND INSTALLED (WITH WARRANTY) 8' HEIGHT B&B EVERGREEN TREE, FURNISHED AND INSTALLED (WITH WARRANTY) COMPOST AMENDMENT IMPORTED PLANTING SOILS DOUBLE-SHREDDED HARDWOOD MULCH WATERING FOR PLANTINGS IRRIGATION HEAD, LOCATE & REPAIR IRRIGATION LINE, LOCATE & REPAIR SWPPP PREPARATION SWPPP MANAGEMENT FILTER SOCK, 8 IN. FILTER SOCK, REMOVAL TEMPORARY RECP, TYPE 2D CHECK DAM, ROCK RIP RAP, CLASS B RIP RAP, CLASS E SILT FENCE SILT FENCE, REMOVAL STABILIZED CONSTRUCTION ENTRANCE EROSION CONTROL MULCHING, HYDROMULCHING INLET PROTECTION DEVICE, SEDIMENT FILTER INLET PROTECTION DEVICE, MAINTENANCE REMOVAL OF FENCE SEGMENTAL BLOCK RETAINING WALL COMMUNITY MARKER SIGN FOOTING UNIT PAVERS ON GRANULAR BASE PCC MAINTENANCE BAND P:\Projects\DM\4203290\Construction\_University Avenue Phase 2\CASupport\Pay Requests\02 - Not Done\PayRequest02_UniversityAvenuePhase2.xlsx Pay Request 2 Page 4 of 7 134 LF 140 13.00$ 1,820.00$ -$ 135 LS 1 55,000.00$ 55,000.00$ 0.15 8,250.00$ 136 LS 1 6,000.00$ 6,000.00$ -$ 137 LS 1 347,000.00$ 347,000.00$ 0.25 86,750.00$ 138 LS 1 1,600.00$ 1,600.00$ 0.50 800.00$ 139 LS 1 17,500.00$ 17,500.00$ 0.25 4,375.00$ 140 LS 1 15,000.00$ 15,000.00$ -$ 141 CY 810 980.00$ 793,800.00$ -$ 142 LF 128 2,650.00$ 339,200.00$ -$ 143 LS 1 111,000.00$ 111,000.00$ -$ 144 SY 581 54.00$ 31,374.00$ -$ 145 LF 431 183.00$ 78,873.00$ -$ 146 CY 451 700.00$ 315,700.00$ -$ 147 LB 80820 1.55$ 125,271.00$ -$ 148 TON 1932 45.00$ 86,940.00$ 937.06 42,167.70$ 149 TON 2,737 37.00$ 101,269.00$ -$ 150 TON 242 53.00$ 12,826.00$ -$ 151 CY 368 151.00$ 55,568.00$ -$ 152 LS 1 16,000.00$ 16,000.00$ 0.50 8,000.00$ 153 LS 1 11,600.00$ 11,600.00$ -$ 154 LS 1 8,000.00$ 8,000.00$ -$ 155 LS 1 4,200.00$ 4,200.00$ -$ 156 LF 90 85.00$ 7,650.00$ -$ 157 LF 1,185 21.00$ 24,885.00$ -$ 158 LF 11850 1.40$ 16,590.00$ -$ 159 LF 2370 3.60$ 8,532.00$ -$ 160 LF 529 6.70$ 3,544.30$ -$ 161 LF 521 11.80$ 6,147.80$ -$ 162 EA 4 1,650.00$ 6,600.00$ -$ 163 EA 14 2,700.00$ 37,800.00$ -$ 164 EA 1 1,050.00$ 1,050.00$ -$ 165 EA 20 825.00$ 16,500.00$ -$ 166 LF 1,935 1.05$ 2,031.75$ -$ 167 LF 14,970 0.30$ 4,491.00$ -$ LIMESTONE EDGING CONSTRUCTION SURVEY MONUMENT PRESERVATION AND REPLACEMENT MOBILIZATION MAINTENANCE OF POSTAL SERVICE MAINTENANCE OF SOLID WASTE COLLECTION CONCRETE WASHOUT STRUCTURAL CONCRETE (PEDESTRIAN UNDERPASS) PRECAST CONCRETE ARCH, 16'-0" SPAN X 5'-0" RISE HANDHOLE, TYPE III, FURNISH AND INSTALL HANDHOLE, TYPE IV, FURNISH AND INSTALL HANDHOLE AND JUNCTION BOX, INSTALL ONLY HANDHOLE ADJUSTMENT TRACER WIRE PULL ROPE PEDESTRIAN UNDERPASS LIGHTING CONCRETE COATING ORNAMENTAL METAL RAILING STRUCTURAL CONCRETE (BOX CULVERT) UTILITY SLEEVE, 12 IN. JOINT UTILITY TRENCH INSTALLATION CONDUIT, 2 IN. (JUT) CONDUIT, 4 IN. (JUT) CONDUIT, 2 IN. (NON-JUT) REINFORCING STEEL (BOX CULVERT) SPECIAL BACKFILL GRANULAR BACKFILL MODIFIED SUBBASE (UNDERPASS BACKFILL) FLOODED BACKFILL TEMPORARY STREAM FLOW MANAGEMENT TEMPORARY SEDIMENT BASIN TEMPORARY SEDIMENT BASIN MAINTENANCE SITE LIGHTING MODIFICATIONS CONDUIT, 4 IN. (NON-JUT) P:\Projects\DM\4203290\Construction\_University Avenue Phase 2\CASupport\Pay Requests\02 - Not Done\PayRequest02_UniversityAvenuePhase2.xlsx Pay Request 2 Page 5 of 7 43A EA (1) 1,875.00$ (1,875.00)$ (1.00) (1,875.00)$ CO-1.1 LS 1 3,690.00$ 3,690.00$ 1.00 3,690.00$ CO-1.2 LS 1 775.00$ 775.00$ 1.00 775.00$ CO-1.3 LS 1 (460.00)$ (460.00)$ 1.00 (460.00)$ 9,200,852.55$ 1,179,309.36$ FITTING, DUCTILE IRON, 12 IN. WATER CONNECTION ADJUSTMENT YARD HYDRANT REMOVAL TOTAL CHANGE ORDER #1 WATER METER PIT CHANGE P:\Projects\DM\4203290\Construction\_University Avenue Phase 2\CASupport\Pay Requests\02 - Not Done\PayRequest02_UniversityAvenuePhase2.xlsx Pay Request 2 Page 6 of 7 $788,839.77 is recommended for approval for payment in accordance with the terms of the Contract 1 1 1 14,428.85$ 51,804.72$ 22,556.25$ 14,428.85$ 51,804.72$ 22,556.25$ Percent Complete 13% Percent of Contract Period Utilized 33% Liquidated Damages 646,987.38$ 788,839.77$ Pay Request 9 Total Earned Less Retainage 1,435,827.15$ Total Previously Approved (list each)Pay Request 1 $646,987.38 Pay Request 4 Pay Request 6 Pay Request 2 212,135.00$ MATERIALS STORED SUMMARY # of Units Unit Price Extended Cost 1 Date: Approved By: City of Waukee Signature: Name: Brad Deets Title: City Administrator TOTAL 300,924.82$ PAY REQUEST SUMMARY Contractor: Vanderpool Construction Signature: Name: Jamie Crubaugh Title: Project Manager Date: Recommended By: Shive-Hattery, Inc. Signature: Name: Patrick Watts Title: Civil Engineer Date: Pay Request 7 Pay Request 8 The amount of: Pay Request 10 Total Previously Approved Amount Due This Request Total Completed Contract Price $9,198,722.55 1,179,309.36$ Revised Contract Price 9,200,852.55$ 1,179,309.36$ Materials Stored 300,924.82$ Retainage (3%) 44,407.03$ Pay Request 5 Pay Request 3 Approved Change Order 1 Approved Change Order 2 Approved Change Order 3 2,130.00$ Description Watermain Materials - Core & Main 212,135.00$ Total Approved Metal Storm Materials - Leymaster Box Culvert Reinforcing Steel - Holzworth Joint Utility Trench Conduit & Handholes - Van Maanen (Stored Offsite) P:\Projects\DM\4203290\Construction\_University Avenue Phase 2\CASupport\Pay Requests\02 - Not Done\PayRequest02_UniversityAvenuePhase2.xlsx Pay Request 2 Page 7 of 7 05/14/2026 05/14/2026