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HomeMy WebLinkAbout2024-08-05 I14B Ute Ave-Ashworth Rd Intersection_Pmt Est 21AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: August 5, 2024 AGENDA ITEM:Consideration of approval of Payment Estimate No. 21 to Concrete Technologies, Inc. for the Ute Avenue & Ashworth Road Intersection Improvements project in the amount of $0.00. FORMAT:Consent Agenda SYNOPSIS INCLUDING PRO & CON: Concrete Technologies, Inc. requested Payment Estimate No. 21 for the work completed on the Ute Avenue & Ashworth Road Intersection Improvements project in the amount of $0.00. Snyder & Associates, Inc. has reviewed the payment estimate and recommends payment. The partial payment is for the pay period starting December 1, 2023 and ending March 31, 2024. This pay estimate includes Change Order No. 7 items which adjusts quantities based on field measurements and accounts for contract damages. Accounting for Change Order No. 7 created a negative payment; thus the percent of retainage has been adjusted to set the total amount due to zero. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $0.00 COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Payment Estimate No. 21 ATTACHMENTS: I. Letter of Recommendation II. Payment Estimate No. 21 PREPARED BY:Beth Richardson REVIEWED BY:Sara Kappos SKK PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: I14B 2727 SW SNYDER BOULEVARD | P.O. BOX 1159 | ANKENY, IA 50023-0974 autofill v:\projects\2020\120.0783.01\construction\pay_2024-07-29_letterpayapp21.docm July 29, 2024 Mr. Rudy Koester, P.E. City of Waukee 805 University Avenue Waukee, IA 50263 RE: PARTIAL PAYMENT APPLICATION NO. 21 UTE AVENUE AND ASHWORTH ROAD INTERSECTION PROJECT Dear Rudy: Enclosed is the semi-final payment application 21 for the Ute Avenue and Ashworth Road Intersection project. This application includes work completed during the period of December 1, 2023, through March 31, 2024. This payment application also includes change order 07 items which adjust quantities based on field measurements and accounts for contract damages. Please note that accounting for change order 07 created a negative payment. The percent of retainage has been adjusted to set the total amount due to zero. Upon receipt of lien waivers and/or all claims, close-out paperwork will be submitted. We recommend payment of $0 to the prime contractor, Concrete Technologies, Inc. of Grimes, Iowa. The project is now complete. Please include this payment application on the next available city council meeting agenda for approval. Sincerely, SNYDER & ASSOCIATES, INC. Nathan Carhoff, P.E. Project Manager Enclosure PROJECT: Ute Avenue & Ashworth Road Intersection Improvements S&A PROJECT NO.: 120.0783.01 OWNER: City of Waukee CONTRACTOR: Concrete Technologies, Inc. ADDRESS: 1001 SE 37th Street Grimes, IA 50111 DATE: July 29, 2024 PAYMENT PERIOD: toto 1. CONTRACT SUMMARY: Original Contract Amount:4,768,652.70$ CONTRACT PERIOD: TOTAL WORKING DAYS Original Contract Date: August 2, 2021 Net Change by Change Order: $ 78,508.05 Original Contract Completion Date: August 6, 2022 Contract Amount to Date: $ 4,847,160.75 2. WORK SUMMARY:Added by Change Order: 0 Total Work Performed to Date:4,847,160.75$ Contract Completion Date: August 6, 2022 Retainage: 3.52%$170,791.65 Time Used to Date: 962 Total Earned Less Retainage:$4,676,369.10 Substantial Completion: February 21, 2023 Less Previous Applications for Payment: 4,676,369.10$ 2023 Spring Break Adjustment:7 AMOUNT DUE THIS APPLICATION:$0.00 Contract Time Remaining: -206 3. CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of Work done under the contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with the Work covered by prior Applications for Payment; and (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by the application for Payment are free and clear of all liens, claims, security interests, and encumbrances Concrete Technologies, Inc. CONTRACTOR By DATE: 4. ENGINEER'S APPROVAL: Payment of the above AMOUNT DUE THIS APPLICATION is recommended: Snyder & Associates, Inc. ENGINEER By DATE: 5. OWNER'S APPROVAL City of Waukee OWNER By DATE: APPLICATION FOR PARTIAL PAYMENT NO. 21 December 1, 2023 March 31, 2024 July 29, 2024 V:\Projects\2020\120.0783.01\Construction\PAY_2024-07-29_PartialPaymentApplication21.xlsx 07/31/2024Beau S. Sprouse Digitally signed by Beau S. SprouseDigitally signed by Beau S. SprouseDigitally signed by Beau S. Sprouse DN: C=US, E=bsprouse@cti-ia.com, O="Concrete Technologies, Inc.", DN: C=US, E=bsprouse@cti-ia.com, O="Concrete Technologies, Inc.", DN: C=US, E=bsprouse@cti-ia.com, O="Concrete Technologies, Inc.", OU=Director of Construction Operations, CN=Beau S. Sprouse 6. DETAILED ESTIMATE OF WORK COMPLETED: ITEM PLAN COST QTY. COST NO. DESCRIPTION QTY. TOTAL TO DATE TOTAL 2.1 Clearing and Grubbing 507.2 UNIT $ 4 7.75 $ 2 4,218.80 507.2 $ 24,218.80 2.2 Clearing and Grubbing 1 ACRE $ 10,600.00 $ 1 0,600.00 1 $ 10,600.00 2.3 Topsoil, On-site 8,256 CY $ 6 .35 $ 5 2,425.60 8,256 $ 52,425.60 2.4 Excavation, Class 10 31,706 CY $ 1 0.60 $ 336,083.60 31,706 $ 3 36,083.60 2.5 Below Grade Excavation (Core Out) 500 CY $ 10.60 $ 5 ,300.00 500 $ 5 ,300.00 2.6 Subgrade Preparation 25,378 SY $ 3 .20 $ 8 1,209.60 25,378 $ 81,209.60 2.7 Subgrade Treatment (Cement or Fly Ash) 500 SY $ 12.75 $ 6 ,375.00 500 $ 6 ,375.00 2.8 Subgrade Treatment (Geogrid, Type I) 500 SY $ 7 .50 $ 3 ,750.00 500 $ 3 ,750.00 2.9 Subbase, Modified, 6 Inch Depth 23,060 SY $ 9 .25 $ 213,305.00 23,060 $ 2 13,305.00 2.10 Removal of Structure, Retaining Wall 102 LF $ 47.75 $ 4 ,870.50 102 $ 4 ,870.50 2.11 Removal of Known Pipe Culvert 612 LF $ 31.75 $ 1 9,431.00 612 $ 19,431.00 3.1 Trench Foundation 100 TON $ 6 3.50 $ 6 ,350.00 100 $ 6 ,350.00 4.1 Sanitary Sewer Gravity Main, Trenched, PVC, 6 Inch 148 LF $ 8 4.75 $ 1 2,543.00 148 $ 1 2,543.00 4.2 Sanitary Sewer Gravity Main, Trenchless, PVC, 6 Inch 50 LF $ 1 59.00 $ 7 ,950.00 50 $ 7 ,950.00 4.3 Removal of Sanitary Sewer, DIP, 8 Inch 20 LF $ 1 06.00 $ 2 ,120.00 20 $ 2 ,120.00 4.4 Removal of Sanitary Sewer, PVC, 12 Inch 20 LF $ 1 06.00 $ 2 ,120.00 20 $ 2 ,120.00 4.5 Sanitary Sewer Cleanout 4 EACH $ 5 55.00 $ 2 ,220.00 4 $ 2 ,220.00 4.6 Sanitary Sewer Service Connection 1 LS $ 1,590.00 $ 1 ,590.00 1 $ 1 ,590.00 4.7 Storm Sewer, Trenched, Class III RCP, 15 Inch 2,274 LF $ 74.25 $ 168,844.50 2,274 $ 168,844.50 4.8 Storm Sewer, Trenched, Class III RCP, 18 Inch 143 LF $ 79.50 $ 11,368.50 143 $ 11,368.50 4.9 Storm Sewer, Trenched, Class IV RCP, 18 Inch 309 LF $ 84.75 $ 26,187.75 309 $ 26,187.75 4.10 Storm Sewer, Trenched, Class III RCP, 24 Inch 38 LF $ 1 06.00 $ 4 ,028.00 38 $ 4 ,028.00 4.11 Pipe Culvert, Trenched, RCP, 12 Inch 28 LF $ 74.25 $ 2 ,079.00 28 $ 2 ,079.00 4.12 Pipe Culvert, Trenched, CMP, 18 Inch 134 LF $ 1 06.00 $ 14,204.00 134 $ 14,204.00 4.13 Pipe Culvert, Trenched, Remove and Reinstall, CMP, 15 Inch 42 LF $ 1 32.50 $ 5 ,565.00 42 $ 5 ,565.00 4.14 Pipe Apron, CMP, 18 Inch 6 EACH $ 7 95.00 $ 4 ,770.00 6 $ 4 ,770.00 4.15 Pipe Apron, RCP, 12 Inch 2 EACH $ 1,905.00 $ 3 ,810.00 2 $ 3 ,810.00 4.16 Pipe Apron, RCP, 15 Inch 4 EACH $ 1,485.00 $ 5 ,940.00 4 $ 5 ,940.00 4.17 Pipe Apron, RCP, 18 Inch 2 EACH $ 1,585.00 $ 3 ,170.00 2 $ 3 ,170.00 4.18 Pipe Apron, RCP, 24 Inch 1 EACH $ 1,585.00 $ 1 ,585.00 1 $ 1 ,585.00 4.19 Footing for Concrete Pipe Apron, RCP, 15 Inch 4 EACH $ 1,585.00 $ 6 ,340.00 4 $ 6 ,340.00 4.20 Footing for Concrete Pipe Apron, RCP, 18 Inch 2 EACH $ 1,585.00 $ 3 ,170.00 2 $ 3 ,170.00 4.21 Footing for Concrete Pipe Apron, RCP, 24 Inch 1 EACH $ 1,585.00 $ 1 ,585.00 1 $ 1 ,585.00 4.22 Pipe Apron Guard, 12 Inch 1 EACH $ 1,060.00 $ 1 ,060.00 1 $ 1 ,060.00 4.23 Pipe Apron Guard, 15 Inch 4 EACH $ 1,060.00 $ 4 ,240.00 4 $ 4 ,240.00 4.24 Subdrain, Type 1, 6 Inch 3,330 LF $ 10.90 $ 3 6,297.00 3,330 $ 36,297.00 4.25 Subdrain Cleanout, Type A1, 6 Inch 1 EACH $ 450.00 $ 450.00 1 $ 4 50.00 4.26 Subdrain Outlets and Connections, Outlet Into Structure, 6 Inch 32 EACH $ 3 45.00 $ 1 1,040.00 32 $ 11,040.00 4.27 Subdrain Outlets and Connections, Outlet to Ditch, 6 Inch 6 EACH $ 400.00 $ 2 ,400.00 6 $ 2 ,400.00 5.1 Water Main, Trenched, PVC, 8 Inch 45 LF $ 84.75 $ 3 ,813.75 45 $ 3 ,813.75 5.2 Water Main, Trenched, PVC, 12 Inch 193 LF $ 74.25 $ 1 4,330.25 193 $ 1 4,330.25 5.3 Water Main, Trenched, PVC, 16 Inch 2,686 LF $ 1 22.00 $ 327,692.00 2,686 $ 3 27,692.00 5.4 Water Main, Trenchless, PVC, 8 Inch 40 LF $ 159.00 $ 6 ,360.00 40 $ 6 ,360.00 5.5 Water Main, Trenchless, PVC, 16 Inch 490 LF $ 2 12.00 $ 103,880.00 490 $ 1 03,880.00 5.6 Fitting, 90 Degree Bend, 8 Inch 1 EACH $ 5 30.00 $ 530.00 1 $ 5 30.00 5.7 Fitting, 11.25 Degree Bend, 12 Inch 3 EACH $ 7 95.00 $ 2 ,385.00 3 $ 2 ,385.00 5.8 Fitting, 11.25 Degree Bend, 16 Inch 6 EACH $ 1,060.00 $ 6 ,360.00 6 $ 6 ,360.00 5.9 Fitting, 22.5 Degree Bend, 12 Inch 2 EACH $ 5 30.00 $ 1 ,060.00 2 $ 1 ,060.00 5.10 Fitting, 22.5 Degree Bend, 16 Inch 4 EACH $ 1,060.00 $ 4 ,240.00 4 $ 4 ,240.00 UNIT UNIT COST CONTRACT ITEMS COMPLETED WORK CO # V:\Projects\2020\120.0783.01\Construction\PAY_2024-07-29_PartialPaymentApplication21.xlsx 5.11 Fitting, 45 Degree Bend, 12 Inch 1 EACH $ 850.00 $ 850.00 1 $ 8 50.00 5.12 Fitting, 16 Inch x 6 Inch Tee 11 EACH $ 1,270.00 $ 13,970.00 11 $ 1 3,970.00 5.13 Fitting, 16 Inch x 8 Inch Tee 2 EACH $ 2,650.00 $ 5 ,300.00 2 $ 5 ,300.00 5.14 Fitting, 16 Inch x 12 Inch Cross 1 EACH $ 2,120.00 $ 2 ,120.00 1 $ 2 ,120.00 5.15 Fitting, 16 Inch x 6 Inch Reducer 1 EACH $ 1,060.00 $ 1 ,060.00 1 $ 1 ,060.00 5.16 Water Service Pipe, Copper, 1 Inch 574 LF $ 26.50 $ 1 5,211.00 574 $ 1 5,211.00 5.17 Valve, Gate, 8 Inch 2 EACH $ 3,705.00 $ 7 ,410.00 2 $ 7 ,410.00 5.18 Valve, Gate, 12 Inch 2 EACH $ 5,825.00 $ 1 1,650.00 2 $ 11,650.00 5.19 Valve, Gate, 16 Inch 5 EACH $ 7,945.00 $ 3 9,725.00 5 $ 39,725.00 5.20 Tapping Valve Assembly, 12 Inch 1 EACH $ 6,885.00 $ 6 ,885.00 1 $ 6 ,885.00 5.21 Fire Hydrant Assembly 14 EACH $ 5,930.00 $ 8 3,020.00 14 $ 83,020.00 5.22 Fire Hydrant Assembly, Remove and Salvage 1 EACH $ 1,590.00 $ 1 ,590.00 1 $ 1 ,590.00 5.23 Line Stop, 12 Inch 1 EACH $ 15,885.00 $ 1 5,885.00 1 $ 15,885.00 5.24 Meter Pit 1 EACH $ 1,060.00 $ 1 ,060.00 1 $ 1 ,060.00 5.25 Meter Pit, Relocate 3 EACH $ 1,060.00 $ 3 ,180.00 3 $ 3 ,180.00 5.26 Meter Pit, Remove 1 EACH $ 1,060.00 $ 1 ,060.00 1 $ 1 ,060.00 6.1 Manhole, SW-401, 48 Inch 8 EACH $ 3,710.00 $ 29,680.00 8 $ 29,680.00 6.2 Intake, SW-501 10 EACH $ 3,495.00 $ 34,950.00 10 $ 3 4,950.00 6.3 Intake, SW-503 8 EACH $ 4,325.00 $ 34,600.00 8 $ 3 4,600.00 6.4 Manhole Adjustment, Minor 3 EACH $ 4 25.00 $ 1 ,275.00 3 $ 1 ,275.00 6.5 Manhole Adjustment, Major 3 EACH $ 1,060.00 $ 3 ,180.00 3 $ 3 ,180.00 6.6 Connection to Existing Manhole 2 EACH $ 1,590.00 $ 3 ,180.00 2 $ 3 ,180.00 6.7 Remove Intake 1 EACH $ 1,590.00 $ 1 ,590.00 1 $ 1 ,590.00 7.1 Pavement, PCC, 6 Inch 2,445 SY $ 5 2.00 $ 127,140.00 2,445 $ 1 27,140.00 7.2 Pavement, PCC, 9 Inch 18,686 SY $ 7 9.50 $ 1,485,537.00 18,686 $ 1 ,485,537.00 7.3 Median, PCC, 6 Inch 167 SY $ 5 7.75 $ 9 ,644.25 167 $ 9 ,644.25 7.4 Median, PCC, 15 Inch 102 SY $ 9 8.75 $ 1 0,072.50 102 $ 10,072.50 7.5 PCC Pavement Samples and Testing 1 LS $ 11,315.00 $ 11,315.00 1 $ 1 1,315.00 7.6 Removal of Driveway, Paved 787 SY $ 1 0.60 $ 8 ,342.20 787 $ 8 ,342.20 7.7 Removal of Driveway, Granular 274 SY $ 4 .25 $ 1 ,164.50 274 $ 1 ,164.50 7.8 Shared Use Path, PCC, 6 Inch 2,726 SY $ 40.50 $ 110,403.00 2,726 $ 1 10,403.00 7.9 Special Subgrade Preparation for Shared Use Path 3,268 SY $ 5 .30 $ 17,320.40 3,268 $ 17,320.40 7.10 Sidewalk, PCC, 5 In. 121 SY $ 5 3.50 $ 6 ,473.50 121 $ 6 ,473.50 7.11 Sidewalk, PCC, 6 In. 24 SY $ 5 6.50 $ 1 ,356.00 24 $ 1 ,356.00 7.12 Detectable Warnings, Cast Iron, Natural Finish 212 SF $ 52.50 $ 11,130.00 212 $ 1 1,130.00 7.13 Driveway, Paved, PCC, 6 Inch 1,978 SY $ 5 6.50 $ 111,757.00 1,978 $ 1 11,757.00 7.14 Driveway, Granular 440 SY $ 1 0.60 $ 4 ,664.00 440 $ 4 ,664.00 7.15 Driveway, Temporary Granular 966 SY $ 12.75 $ 1 2,316.50 966 $ 12,316.50 7.16 Shoulder, Granular 1,351 SY $ 3 7.00 $ 4 9,987.00 1,351 $ 49,987.00 7.17 Pavement Removal 8,128 SY $ 9 .55 $ 7 7,622.40 8,128 $ 77,622.40 8.1 Traffic Signals 1 LS $ 382,720.00 $ 382,720.00 1 $ 382,720.00 8.2 Painted Pavement Markings, Durable 359 STA $ 53.00 $ 1 9,027.00 359 $ 1 9,027.00 8.3 Painted Symbols and Legends, Durable 20 EACH $ 4 00.00 $ 8 ,000.00 20 $ 8 ,000.00 8.4 Grooves Cut for Pavement Markings 359 STA $ 39.25 $ 1 4,090.75 359 $ 1 4,090.75 8.5 Grooves Cut for Symbols and Legends 20 EACH $ 1 85.50 $ 3 ,710.00 20 $ 3 ,710.00 8.6 Temporary Traffic Control 1 LS $ 25,945.00 $ 25,945.00 1 $ 25,945.00 8.7 Sign Assembly, Remove 16 EACH $ 1 27.00 $ 2 ,032.00 16 $ 2 ,032.00 8.8 Sign Assembly, Remove and Reinstall 15 EACH $ 1 27.00 $ 1 ,905.00 15 $ 1 ,905.00 8.9 Sign Assembly, Furnish and Install, Type A 28 EACH $ 4 20.00 $ 11,760.00 28 $ 1 1,760.00 8.10 Portable Dynamic Message Signs 28 CDAY $ 2 15.00 $ 6 ,020.00 28 $ 6 ,020.00 9.1 Conventional Seeding, Seeding, and Mulching, Wetland 0.02 ACRE $ 47,650.00 $ 953.00 0.02 $ 9 53.00 9.2 Hydraulic Seeding, Seeding, and Fertilizing, Type 1 2.2 ACRE $ 1,165.00 $ 2 ,563.00 2.2 $ 2 ,563.00 9.3 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 1 3.4 ACRE $ 3,600.00 $ 1 2,240.00 3.40 $ 12,240.00 9.4 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 4 5.6 ACRE $ 2,915.00 $ 1 6,324.00 5.6 $ 16,324.00 V:\Projects\2020\120.0783.01\Construction\PAY_2024-07-29_PartialPaymentApplication21.xlsx 9.5 SWPPP Preparation 1 LS $ 1,590.00 $ 1 ,590.00 1 $ 1 ,590.00 9.6 SWPPP Management 1 LS $ 2,650.00 $ 2 ,650.00 1 $ 2 ,650.00 9.7 Filter Sock, 12 Inch 4,376 LF $ 2 .15 $ 9 ,408.40 4,376 $ 9 ,408.40 9.8 Filter Sock, Removal 4,376 LF $ 0 .35 $ 1 ,531.60 4,376 $ 1 ,531.60 9.9 Temporary RECP, Type 2D (Short Term) 10,470 SY $ 1 .35 $ 14,134.50 10,470 $ 1 4,134.50 9.10 Rip Rap, Class E 38 TON $ 1 06.00 $ 4 ,028.00 38 $ 4 ,028.00 9.11 Silt Fence or Silt Fence Ditch Check 5,510 LF $ 1 .60 $ 8 ,816.00 5,510 $ 8 ,816.00 9.12 Silt Fence or Silt Fence Ditch Check Removal of Sediment 5,510 LF $ 0 .05 $ 275.50 5,510 $ 2 75.50 9.13 Silt Fence or Silt Fence Ditch Check Removal of Device 5,510 LF $ 0 .05 $ 275.50 5,510 $ 275.50 9.14 Stabilized Construction Entrance 897 SY $ 12.75 $ 1 1,436.75 897 $ 1 1,436.75 9.15 Inlet Protection Device, Drop-in 18 EACH $ 170.00 $ 3 ,060.00 18 $ 3 ,060.00 9.16 Inlet Protection Device, Maintenance and Removal 18 EACH $ 2 6.50 $ 477.00 18 $ 4 77.00 9.17 Flow Transition Mat 749 SF $ 1 5.90 $ 1 1,909.10 749 $ 11,909.10 9.18 Removal and Reinstallation of Existing Fence, Wood, 48 Inch 81 LF $ 6 5.00 $ 5 ,265.00 81 $ 5 ,265.00 9.19 Removal of Fence 1,338 LF $ 6 .25 $ 8 ,362.50 1,338 $ 8,362.50 10.1 Demolition Work, Septic Tank Abandonment 1 LS $ 10,590.00 $ 1 0,590.00 1 $ 1 0,590.00 11.1 Construction Survey 1 LS $ 23,190.00 $ 2 3,190.00 1 $ 23,190.00 11.2 Monument Preservation and Replacement 1 LS $ 5,295.00 $ 5 ,295.00 1 $ 5 ,295.00 11.3 Mobilization 1 LS $ 156,500.00 $ 156,500.00 1 $ 156,500.00 11.4 Maintenance of Postal Service 1 LS $ 7,105.00 $ 7 ,105.00 1 $ 7 ,105.00 11.5 Remove and Reinstall Mailbox 8 EACH $ 400.00 $ 3 ,200.00 8 $ 3 ,200.00 11.6 Maintenance of Solid Waste Collection 1 LS $ 4,865.00 $ 4 ,865.00 1 $ 4 ,865.00 11.7 Concrete Washout 1 LS 11,475.00 $ 1 1,475.00 1 $ 1 1,475.00 TOTAL ORIGINAL CONTRACT = $ 4,768,652.70 $ 4,768,652.70 STORED MATERIALS SUMMARY A. Storm Sewer Pipe, RCP, 15 Inch, 18 Inch and 24 Inch 3,544 LF $ 2 1.68 $ 7 6,818.84 0 $ - B. Water Main Pipe, PVC, 8 Inch, 12 Inch and 16 Inch 2,280 LF $ 6 2.51 $ 142,520.00 0 $ - C. Water Main Fittings, Valves, Accessories 42 EACH $ 3,860.48 $ 162,140.23 0 $ - D. Storm Sewer Structures, SW-401, SW-501, and SW-503 34 EACH $ 810.02 $ 2 7,540.52 0 $ - E. Storm Sewer Structures, Aprons 5 EACH $ 488.60 $ 2 ,443.00 0 $ - F. Traffic Signal Equipment 1 LS $ 47,272.49 $ 47,272.49 0 $ - G. Traffic Signal Equipment 1 LS $ 128,450.32 $ 128,450.32 0 $ - TOTAL STORED MATERIALS = $ 587,185.40 $ - CHANGE ORDER SUMMARY: 2.3 Topsoil, On-site -34 CY $ 6 .35 $ (215.90) -34 1 $ ( 215.90) 2.4 Excavation, Class 10 937 CY $ 10.60 $ 9 ,932.20 937 1 $ 9 ,932.20 2.6 Subgrade Preparation 566 SY $ 3 .20 $ 1 ,811.20 566 1 $ 1 ,811.20 2.9 Subbase, Modified, 6 Inch Depth 554 SY $ 9 .25 $ 5 ,124.50 554 1 $ 5 ,124.50 2.11 Removal of Known Pipe Culvert 22 LF $ 31.75 $ 698.50 22 1 $ 6 98.50 4.7 Storm Sewer, Trenched, Class III RCP, 15 Inch 284 LF $ 74.25 $ 21,087.00 284 1 $ 21,087.00 4.8 Storm Sewer, Trenched, Class III RCP, 18 Inch 401 LF $ 79.50 $ 31,879.50 401 1 $ 31,879.50 4.10 Storm Sewer, Trenched, Class III RCP, 24 Inch 16 LF $ 1 06.00 $ 1 ,696.00 16 1 $ 1,696.00 4.11 Pipe Culvert, Trenched, RCP, 12 Inch -28 LF $ 74.25 $ (2,079.00) -28 1 $ ( 2,079.00) 4.12 Pipe Culvert, Trenched, CMP, 18 Inch -80 LF $ 1 06.00 $ (8,480.00) -80 1 $ ( 8,480.00) 4.14 Pipe Apron, CMP, 18 Inch -4 EACH $ 7 95.00 $ (3,180.00) -4 1 $ (3,180.00) 4.15 Pipe Apron, RCP, 12 Inch -2 EACH $ 1,905.00 $ (3,810.00) -2 1 $ (3,810.00) 4.16 Pipe Apron, RCP, 15 Inch 1 EACH $ 1,485.00 $ 1 ,485.00 1 1 $ 1 ,485.00 4.18 Pipe Apron, RCP, 24 Inch 1 EACH $ 1,585.00 $ 1 ,585.00 1 1 $ 1 ,585.00 4.19 Footing for Concrete Pipe Apron, RCP, 15 Inch 1 EACH $ 1,585.00 $ 1 ,585.00 1 1 $ 1 ,585.00 V:\Projects\2020\120.0783.01\Construction\PAY_2024-07-29_PartialPaymentApplication21.xlsx 4.21 Footing for Concrete Pipe Apron, RCP, 24 Inch 1 EACH $ 1,585.00 $ 1 ,585.00 1 1 $ 1 ,585.00 4.22 Pipe Apron Guard, 12 Inch -1 EACH $ 1,060.00 $ (1,060.00) -1 1 $ ( 1,060.00) 4.23 Pipe Apron Guard, 15 Inch 1 EACH $ 1,060.00 $ 1 ,060.00 1 1 $ 1 ,060.00 4.24 Subdrain, Type 1, 6 Inch 820 LF $ 10.90 $ 8 ,938.00 820 1 $ 8 ,938.00 4.26 Subdrain Outlets and Connections, Outlet Into Structure, 6 Inch 6 EACH $ 3 45.00 $ 2 ,070.00 6 1 $ 2 ,070.00 4.27 Subdrain Outlets and Connections, Outlet to Ditch, 6 Inch -2 EACH $ 4 00.00 $ (800.00) -2 1 $ ( 800.00) 6.1 Manhole, SW-401, 48 Inch 4 EACH $ 3,710.00 $ 1 4,840.00 4 1 $ 14,840.00 6.2 Intake, SW-501 4 EACH $ 3,495.00 $ 13,980.00 4 1 $ 1 3,980.00 7.2 Pavement, PCC, 9 Inch 605 SY $ 7 9.50 $ 4 8,097.50 605 1 $ 48,097.50 7.13 Driveway, Paved, PCC, 6 Inch -10 SY $ 5 6.50 $ (565.00) -10 1 $ ( 565.00) 7.15 Driveway, Temporary Granular 128 SY $ 1 2.75 $ 1 ,632.00 128 1 $ 1 ,632.00 7.16 Shoulder, Granular -904 SY $ 3 7.00 $ ( 33,448.00) -904 1 $ (33,448.00) 8.2 Painted Pavement Markings, Durable -13 STA $ 53.00 $ (689.00) -13 1 $ ( 689.00) 8.4 Grooves Cut for Pavement Markings -13 STA $ 39.25 $ (510.25) -13 1 $ ( 510.25) 9.3 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 1 0.1 ACRE $ 3,600.00 $ 360.00 0.1 1 $ 3 60.00 9.4 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 4 0.1 ACRE $ 2,915.00 $ 291.50 0.1 1 $ 2 91.50 9.7 Filter Sock, 12 Inch 1,457 LF $ 2 .15 $ 3 ,132.55 1,457 1 $ 3 ,132.55 9.8 Filter Sock, Removal 1,457 LF $ 0 .35 $ 509.95 1,457 1 $ 5 09.95 9.9 Temporary RECP, Type 2D (Short Term) 158 SY $ 1 .35 $ 213.30 158 1 $ 2 13.30 9.10 Rip Rap, Class E 13 TON $ 1 06.00 $ 1 ,378.00 13 1 $ 1 ,378.00 9.15 Inlet Protection Device, Drop-in 4 EACH $ 1 70.00 $ 680.00 4 1 $ 6 80.00 9.16 Inlet Protection Device, Maintenance and Removal 4 EACH $ 26.50 $ 106.00 4 1 $ 1 06.00 9.17 Flow Transition Mat -100 SF $ 1 5.90 $ (1,590.00) -100 1 $ (1,590.00) 6.1 Manhole, SW-401, 48 Inch -1 EACH $ 3,710.00 $ (3,710.00) -1 2 $ (3,710.00) 12.1 Valve, Gate, 8 Inch 1 EACH $ 3,705.00 $ 3 ,705.00 1 2 $ 3 ,705.00 12.2 Fire Hydrant Assembly, Temporary Installation 1 EACH $ 8,140.00 $ 8 ,140.00 1 2 $ 8 ,140.00 12.3 Manhole, SW-401, 60 Inch 1 EACH $ 4,400.00 $ 4 ,400.00 1 2 $ 4 ,400.00 12.4 Flaggers, 2021 3 DAY $ 8 80.00 $ 2 ,640.00 3 2 $ 2 ,640.00 12.5 Pavement Markings, Temporary 160 STA $ 71.50 $ 1 1,440.00 160 2 $ 11,440.00 12.6 Construction Survey, MidAmerican, 2021 1 LS $ 2,043.76 $ 2 ,043.76 1 2 $ 2,043.76 12.7 Electric Service Relocation 1 LS $ 1,496.76 $ 1 ,496.76 1 3 $ 1 ,496.76 12.8 Water Service Repair 1 LS $ (743.63) $ (743.63) 1 3 $ ( 743.63) 12.9 Painted Pavement Markings, Removal 5.66 STA $ 1 37.50 $ 778.25 5.66 3 $ 7 78.25 12.10 Mobilization for Pavement Marking Removal 1 EACH $ 8 25.00 $ 825.00 1 3 $ 8 25.00 12.11 Clary UPS System 1 LS $ (1,583.75) $ (1,583.75) 1 3 $ ( 1,583.75) 2.1 Clearing and Grubbing 194.5 UNIT $ 6 0.41 $ 1 1,750.00 194.5 4 $ 11,750.00 8.6 Additional Temporary Traffic Control Signing 1 LS $ 3,087.50 $ 3 ,087.50 1 4 $ 3 ,087.50 8.10 Portable Dynamic Message Signs 26 CDAY $ 2 15.00 $ 5 ,590.00 26 4 $ 5 ,590.00 12.2 Fire Hydrant Assembly, Temporary Installation -1 EACH $ 8,140.00 $ (8,140.00) -1 5 $ (8,140.00) 12.12 Trenchless Water Main East of Sugar Creek 1 LS $ 27,000.00 $ 2 7,000.00 1 5 $ 27,000.00 6.5 Manhole Adjustment, Major -1 EACH $ 1,060.00 $ (1,060.00) -1 6 $ (1,060.00) 12.13 Remove Manhole 1 EACH $ 3,850.00 $ 3 ,850.00 1 6 $ 3 ,850.00 12.14 Geogrid Installation - CenturyLink Utility Conflict 1 LS $ 2,500.00 $ 2 ,500.00 1 6 $ 2 ,500.00 2.4 Excavation, Class 10 133 CY $ 10.60 $ 1 ,409.80 133 7 $ 1 ,409.80 2.5 Below Grade Excavation (Core Out) -300 CY $ 10.60 $ (3,180.00) -300 7 $ ( 3,180.00) 2.7 Subgrade Treatment (Cement or Fly Ash) -500 SY $ 12.75 $ (6,375.00) -500 7 $ ( 6,375.00) 2.8 Subgrade Treatment (Geogrid, Type I) -500 SY $ 7 .50 $ (3,750.00) -500 7 $ ( 3,750.00) 3.1 Trench Foundation -100 TON $ 6 3.50 $ (6,350.00) -100 7 $ (6,350.00) 4.5 Sanitary Sewer Cleanout -2 EACH $ 5 55.00 $ (1,110.00) -2 7 $ (1,110.00) 4.12 Pipe Culvert, Trenched, CMP, 18 Inch -54 LF $ 1 06.00 $ (5,724.00) -54 7 $ ( 5,724.00) 4.13 Pipe Culvert, Trenched, Remove and Reinstall, CMP, 15 Inch -21 LF $ 1 32.50 $ (2,782.50) -21 7 $ ( 2,782.50) 4.14 Pipe Apron, CMP, 18 Inch -2 EACH $ 7 95.00 $ (1,590.00) -2 7 $ (1,590.00) 4.24 Subdrain, Type 1, 6 Inch -30 LF $ 10.90 $ (327.00) -30 7 $ ( 327.00) 5.1 Water Main, Trenched, PVC, 8 Inch 4 LF $ 84.75 $ 339.00 4 7 $ 3 39.00 V:\Projects\2020\120.0783.01\Construction\PAY_2024-07-29_PartialPaymentApplication21.xlsx 5.6 Fitting, 90 Degree Bend, 8 Inch 2 EACH $ 5 30.00 $ 1 ,060.00 2 7 $ 1 ,060.00 7.2 Pavement, PCC, 9 Inch 41 SY $ 7 9.50 $ 3 ,259.50 41 7 $ 3 ,259.50 7.6 Removal of Driveway, Paved 127 SY $ 1 0.60 $ 1 ,346.20 127 7 $ 1 ,346.20 7.8 Shared Use Path, PCC, 6 Inch 67 SY $ 4 0.50 $ 2 ,713.50 67 7 $ 2 ,713.50 7.1 Sidewalk, PCC, 5 In. 10 SY $ 5 3.50 $ 535.00 10 7 $ 5 35.00 7.1 Driveway, Granular 70 SY $ 1 0.60 $ 742.00 70 7 $ 7 42.00 7.2 Pavement Removal 30 SY $ 9 .55 $ 286.50 30 7 $ 2 86.50 8.1 Portable Dynamic Message Signs 16 CDAY $ 215.00 $ 3 ,440.00 16 7 $ 3 ,440.00 9.2 Hydraulic Seeding, Seeding, and Fertilizing, Type 1 0.43 ACRE $ 1,165.00 $ 500.95 0.43 7 $ 5 00.95 9.3 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 1 1.0 ACRE $ 3,600.00 $ 3 ,600.00 1.0 $ 3 ,600.00 9.4 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 4 6.9 ACRE $ 2,915.00 $ 2 0,113.50 6.9 7 $ 20,113.50 9.7 Filter Sock, 12 Inch -733 LF $ 2 .15 $ (1,575.95) -733 7 $ (1,575.95) 9.8 Filter Sock, Removal -733 LF $ 0 .35 $ (256.55) -733 7 $ (256.55) 9.9 Temporary RECP, Type 2D (Short Term) 2,472 SY $ 1 .35 $ 3 ,337.20 2,472 7 $ 3 ,337.20 9.10 Rip Rap, Class E -13 TON $ 1 06.00 $ (1,378.00) -13 7 $ (1,378.00) 9.11 Silt Fence or Silt Fence Ditch Check -4,082.7 LF $ 1 .60 $ (6,532.32) -4,082.7 7 $ ( 6,532.32) 9.12 Silt Fence or Silt Fence Ditch Check Removal of Sediment -4,082.7 LF $ 0 .05 $ (204.14) -4,082.7 7 $ ( 204.14) 9.13 Silt Fence or Silt Fence Ditch Check Removal of Device -4,082.7 LF $ 0 .05 $ (204.14) -4,082.7 7 $ ( 204.14) 9.14 Stabilized Construction Entrance -897 SY $ 12.75 $ ( 11,436.75) -897 7 $ ( 11,436.75) 9.16 Inlet Protection Device, Maintenance and Removal 4 EACH $ 26.50 $ 106.00 4 7 $ 1 06.00 9.17 Flow Transition Mat -274 SF $ 1 5.90 $ (4,356.60) -274 7 $ (4,356.60) 11.2 Monument Preservation and Replacement -1 LS $ 5,295.00 $ (5,295.00) -1 7 $ (5,295.00) 11.5 Remove and Reinstall Mailbox 1 EACH $ 400.00 $ 400.00 1 7 $ 4 00.00 12.5 Pavement Markings, Temporary 8.8 STA $ 71.50 $ 629.20 8.8 7 $ 6 29.20 12.12 Damages 1 LS $ (96,221.79) $ ( 96,221.79) 1.0 7 $ ( 96,221.79) TOTAL CHANGE ORDERS = $ 7 8,508.05 $ 78,508.05 TOTAL CONTRACT & CHANGE ORDERS $ 4,847,160.75 $ 4,847,160.75 V:\Projects\2020\120.0783.01\Construction\PAY_2024-07-29_PartialPaymentApplication21.xlsx