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HomeMy WebLinkAbout2023-07-24 I01G_09 Ute Ave-Ashworth Rd Intersection_Pmt Est 19AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 24, 2023 AGENDA ITEM:Consideration of approval of Payment Estimate No. 19 to Concrete Technologies, Inc. for the Ute Avenue & Ashworth Road Intersection Improvements project in the amount of $116,849.29. FORMAT:Consent Agenda SYNOPSIS INCLUDING PRO & CON: Concrete Technologies, Inc. requested Payment Estimate No. 19 for the work completed on the Ute Avenue & Ashworth Road Intersection Improvements project in the amount of $116,849.29. Snyder & Associates, Inc. has reviewed the payment estimate and recommends payment. The partial payment is for the pay period ending June 30, 2023. This pay estimate is for topsoil, earthwork, subdrain installation, subdrain outlets, shared use path, detectable warnings, pavement markings, signs, and erosion control items. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $116,849.29 COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Payment Estimate No. 19 ATTACHMENTS: I. Letter of Recommendation II. Payment Estimate No. 19 PREPARED BY:Beth Richardson REVIEWED BY:Sara Kappos SKK PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: I1G9 2727 SW SNYDER BOULEVARD | P.O. BOX 1159 | ANKENY, IA 50023-0974 autofill v:\projects\2020\120.0783.01\construction\pay_2023-07-19_letterpayapp19.docm July 19, 2023 Mr. Rudy Koester, P.E. City of Waukee 805 University Avenue Waukee, IA 50263 RE: PARTIAL PAYMENT APPLICATION NO. 19 UTE AVENUE AND ASHWORTH ROAD INTERSECTION PROJECT Dear Rudy: Enclosed is partial payment application 19 for the Ute Avenue and Ashworth Road Intersection project. This application includes work completed during the month of June 2023. Items on this payment application include partial payment for topsoil, earthwork, subdrain installation, subdrain outlets, shared use path, detectable warnings, pavement markings, signs, and erosion control items. With this payment application the contractor has used 687 days. Due to the definition of substantial completion, the contract is a total of 206 days beyond the contract substantial completion date. We recommend payment of $116,849.29 to the prime contractor, Concrete Technologies, Inc. of Grimes, Iowa. The project is approximately 98.7% complete. Please include this payment application on the next available city council meeting agenda for approval. Sincerely, SNYDER & ASSOCIATES, INC. Nathan Carhoff, P.E. Project Manager Enclosure 6. DETAILED ESTIMATE OF WORK COMPLETED: ITEM PLAN COST QTY. COST NO. DESCRIPTION QTY. TOTAL TO DATE TOTAL 2.1 Clearing and Grubbing 507.2 UNIT 47.75$ 24,218.80$ 507.2 24,218.80$ 2.2 Clearing and Grubbing 1 ACRE 10,600.00$ 10,600.00$ 1 10,600.00$ 2.3 Topsoil, On-site 8,256 CY 6.35$ 52,425.60$ 8,256 52,425.60$ 2.4 Excavation, Class 10 31,706 CY 10.60$ 336,083.60$ 31,706 336,083.60$ 2.5 Below Grade Excavation (Core Out)500 CY 10.60$ 5,300.00$ 200 2,120.00$ 2.6 Subgrade Preparation 25,378 SY 3.20$ 81,209.60$ 25,378 81,209.60$ 2.7 Subgrade Treatment (Cement or Fly Ash)500 SY 12.75$ 6,375.00$ -$ 2.8 Subgrade Treatment (Geogrid, Type I)500 SY 7.50$ 3,750.00$ -$ 2.9 Subbase, Modified, 6 Inch Depth 23,060 SY 9.25$ 213,305.00$ 23,060 213,305.00$ 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$ 19,431.00$ 612 19,431.00$ 3.1 Trench Foundation 100 TON 63.50$ 6,350.00$ -$ 4.1 Sanitary Sewer Gravity Main, Trenched, PVC, 6 Inch 148 LF 84.75$ 12,543.00$ 148 12,543.00$ 4.2 Sanitary Sewer Gravity Main, Trenchless, PVC, 6 Inch 50 LF 159.00$ 7,950.00$ 50 7,950.00$ 4.3 Removal of Sanitary Sewer, DIP, 8 Inch 20 LF 106.00$ 2,120.00$ 20 2,120.00$ 4.4 Removal of Sanitary Sewer, PVC, 12 Inch 20 LF 106.00$ 2,120.00$ 20 2,120.00$ 4.5 Sanitary Sewer Cleanout 4 EACH 555.00$ 2,220.00$ 2 1,110.00$ 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 106.00$ 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 106.00$ 14,204.00$ 80 8,480.00$ 4.13 Pipe Culvert, Trenched, Remove and Reinstall, CMP, 15 Inch 42 LF 132.50$ 5,565.00$ 21 2,782.50$ 4.14 Pipe Apron, CMP, 18 Inch 6 EACH 795.00$ 4,770.00$ 4 3,180.00$ 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$ -$ 4.24 Subdrain, Type 1, 6 Inch 3,330 LF 10.90$ 36,297.00$ 3,300 35,970.00$ 4.25 Subdrain Cleanout, Type A1, 6 Inch 1 EACH 450.00$ 450.00$ 1 450.00$ 4.26 Subdrain Outlets and Connections, Outlet Into Structure, 6 Inch 32 EACH 345.00$ 11,040.00$ 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$ 49 4,152.75$ 5.2 Water Main, Trenched, PVC, 12 Inch 193 LF 74.25$ 14,330.25$ 193 14,330.25$ 5.3 Water Main, Trenched, PVC, 16 Inch 2,686 LF 122.00$ 327,692.00$ 2,686 327,692.00$ 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 212.00$ 103,880.00$ 490 103,880.00$ 5.6 Fitting, 90 Degree Bend, 8 Inch 1 EACH 530.00$ 530.00$ 3 1,590.00$ 5.7 Fitting, 11.25 Degree Bend, 12 Inch 3 EACH 795.00$ 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 530.00$ 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$ 5.11 Fitting, 45 Degree Bend, 12 Inch 1 EACH 850.00$ 850.00$ 1 850.00$ 5.12 Fitting, 16 Inch x 6 Inch Tee 11 EACH 1,270.00$ 13,970.00$ 11 13,970.00$ UNIT UNIT COST COMPLETED WORKCONTRACT ITEMS CO # V:\Projects\2020\120.0783.01\Construction\PAY_2023-07-19_PartialPaymentApplication19.xlsx 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$ 15,211.00$ 574 15,211.00$ 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$ 11,650.00$ 2 11,650.00$ 5.19 Valve, Gate, 16 Inch 5 EACH 7,945.00$ 39,725.00$ 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$ 83,020.00$ 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$ 15,885.00$ 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 34,950.00$ 6.3 Intake, SW-503 8 EACH 4,325.00$ 34,600.00$ 8 34,600.00$ 6.4 Manhole Adjustment, Minor 3 EACH 425.00$ 1,275.00$ 3 1,275.00$ 6.5 Manhole Adjustment, Major 3 EACH 1,060.00$ 3,180.00$ 2 2,120.00$ 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 52.00$ 127,140.00$ 2,445 127,140.00$ 7.2 Pavement, PCC, 9 Inch 18,686 SY 79.50$ 1,485,537.00$ 18,708 1,487,286.00$ 7.3 Median, PCC, 6 Inch 167 SY 57.75$ 9,644.25$ 167 9,644.25$ 7.4 Median, PCC, 15 Inch 102 SY 98.75$ 10,072.50$ 102 10,072.50$ 7.5 PCC Pavement Samples and Testing 1 LS 11,315.00$ 11,315.00$ 1 11,315.00$ 7.6 Removal of Driveway, Paved 787 SY 10.60$ 8,342.20$ 914 9,688.40$ 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$ 2,793 113,116.50$ 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 53.50$ 6,473.50$ 131 7,008.50$ 7.11 Sidewalk, PCC, 6 In.24 SY 56.50$ 1,356.00$ 24 1,356.00$ 7.12 Detectable Warnings, Cast Iron, Natural Finish 212 SF 52.50$ 11,130.00$ 212 11,130.00$ 7.13 Driveway, Paved, PCC, 6 Inch 1,978 SY 56.50$ 111,757.00$ 1,978 111,757.00$ 7.14 Driveway, Granular 440 SY 10.60$ 4,664.00$ 510 5,406.00$ 7.15 Driveway, Temporary Granular 966 SY 12.75$ 12,316.50$ 966 12,316.50$ 7.16 Shoulder, Granular 1,351 SY 37.00$ 49,987.00$ 1,351 49,987.00$ 7.17 Pavement Removal 8,128 SY 9.55$ 77,622.40$ 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$ 19,027.00$ 359 19,027.00$ 8.3 Painted Symbols and Legends, Durable 20 EACH 400.00$ 8,000.00$ 20 8,000.00$ 8.4 Grooves Cut for Pavement Markings 359 STA 39.25$ 14,090.75$ 359 14,090.75$ 8.5 Grooves Cut for Symbols and Legends 20 EACH 185.50$ 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 127.00$ 2,032.00$ 16 2,032.00$ 8.8 Sign Assembly, Remove and Reinstall 15 EACH 127.00$ 1,905.00$ 15 1,905.00$ 8.9 Sign Assembly, Furnish and Install, Type A 28 EACH 420.00$ 11,760.00$ 28 11,760.00$ 8.10 Portable Dynamic Message Signs 28 CDAY 215.00$ 6,020.00$ 28 6,020.00$ 9.1 Conventional Seeding, Seeding, and Mulching, Wetland 0.02 ACRE 47,650.00$ 953.00$ 0.02 953.00$ 9.2 Hydraulic Seeding, Seeding, and Fertilizing, Type 1 2.2 ACRE 1,165.00$ 2,563.00$ 2.63 3,063.95$ 9.3 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 1 3.4 ACRE 3,600.00$ 12,240.00$ 0.25 900.00$ 9.4 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 4 5.6 ACRE 2,915.00$ 16,324.00$ 12.5 36,437.50$ 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$ -$ V:\Projects\2020\120.0783.01\Construction\PAY_2023-07-19_PartialPaymentApplication19.xlsx 9.9 Temporary RECP, Type 2D (Short Term) 10,470 SY 1.35$ 14,134.50$ 12,942 17,471.70$ 9.10 Rip Rap, Class E 38 TON 106.00$ 4,028.00$ 38 4,028.00$ 9.11 Silt Fence or Silt Fence Ditch Check 5,510 LF 1.60$ 8,816.00$ 1,427.3 2,283.68$ 9.12 Silt Fence or Silt Fence Ditch Check Removal of Sediment 5,510 LF 0.05$ 275.50$ -$ 9.13 Silt Fence or Silt Fence Ditch Check Removal of Device 5,510 LF 0.05$ 275.50$ -$ 9.14 Stabilized Construction Entrance 897 SY 12.75$ 11,436.75$ -$ 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 26.50$ 477.00$ 12 318.00$ 9.17 Flow Transition Mat 749 SF 15.90$ 11,909.10$ -$ 9.18 Removal and Reinstallation of Existing Fence, Wood, 48 Inch 81 LF 65.00$ 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$ 10,590.00$ 1 10,590.00$ 11.1 Construction Survey 1 LS 23,190.00$ 23,190.00$ 1 23,190.00$ 11.2 Monument Preservation and Replacement 1 LS 5,295.00$ 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$ 9 3,600.00$ 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 11,475.00$ 1 11,475.00$ TOTAL ORIGINAL CONTRACT = 4,768,652.70$ 4,716,245.78$ STORED MATERIALS SUMMARY A. Storm Sewer Pipe, RCP, 15 Inch, 18 Inch and 24 Inch 3,544 LF 21.68$ 76,818.84$ 0 -$ B. Water Main Pipe, PVC, 8 Inch, 12 Inch and 16 Inch 2,280 LF 62.51$ 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$ 27,540.52$ 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 1 698.50$ 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 106.00$ 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 106.00$ (8,480.00)$ -80 1 (8,480.00)$ 4.14 Pipe Apron, CMP, 18 Inch -4 EACH 795.00$ (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$ 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 -$ 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 345.00$ 2,070.00$ 6 1 2,070.00$ 4.27 Subdrain Outlets and Connections, Outlet to Ditch, 6 Inch -2 EACH 400.00$ (800.00)$ -2 1 (800.00)$ V:\Projects\2020\120.0783.01\Construction\PAY_2023-07-19_PartialPaymentApplication19.xlsx 6.1 Manhole, SW-401, 48 Inch 4 EACH 3,710.00$ 14,840.00$ 4 1 14,840.00$ 6.2 Intake, SW-501 4 EACH 3,495.00$ 13,980.00$ 4 1 13,980.00$ 7.2 Pavement, PCC, 9 Inch 605 SY 79.50$ 48,097.50$ 605 1 48,097.50$ 7.13 Driveway, Paved, PCC, 6 Inch -10 SY 56.50$ (565.00)$ -10 1 (565.00)$ 7.15 Driveway, Temporary Granular 128 SY 12.75$ 1,632.00$ 128 1 1,632.00$ 7.16 Shoulder, Granular -904 SY 37.00$ (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 1 360.00$ 9.4 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 4 0.1 ACRE 2,915.00$ 291.50$ 0.1 1 291.50$ 9.7 Filter Sock, 12 Inch 1,457 LF 2.15$ 3,132.55$ 184 1 395.60$ 9.8 Filter Sock, Removal 1,457 LF 0.35$ 509.95$ 1 -$ 9.9 Temporary RECP, Type 2D (Short Term)158 SY 1.35$ 213.30$ 158 1 213.30$ 9.10 Rip Rap, Class E 13 TON 106.00$ 1,378.00$ 1 -$ 9.15 Inlet Protection Device, Drop-in 4 EACH 170.00$ 680.00$ 4 1 680.00$ 9.16 Inlet Protection Device, Maintenance and Removal 4 EACH 26.50$ 106.00$ 4 1 106.00$ 9.17 Flow Transition Mat -100 SF 15.90$ (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 880.00$ 2,640.00$ 3 2 2,640.00$ 12.5 Pavement Markings, Temporary 160 STA 71.50$ 11,440.00$ 84.4 2 6,034.60$ 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 137.50$ 778.25$ 5.66 3 778.25$ 12.10 Mobilization for Pavement Marking Removal 1 EACH 825.00$ 825.00$ 1 3 825.00$ 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 60.41$ 11,750.00$ 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 215.00$ 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$ 27,000.00$ 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$ TOTAL CHANGE ORDERS = 193,339.44$ 182,249.14$ TOTAL CONTRACT & CHANGE ORDERS 4,961,992.14$ 4,898,494.92$ V:\Projects\2020\120.0783.01\Construction\PAY_2023-07-19_PartialPaymentApplication19.xlsx