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Home My WebLink About2021-10-18-I01V Ute Ave-Ashworth Rd Intersection_Pmt Est 2AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: October 18, 2021 AGENDA ITEM:Consideration of approval of Payment Estimate No. 2 to Concrete Technologies, Inc. for the Ute Avenue & Ashworth Road Intersection Improvements project in the amount of $137,181.00. FORMAT:Consent Agenda SYNOPSIS INCLUDING PRO & CON: Concrete Technologies, Inc. requested Payment Estimate No. 2 for the work completed on the Ute Avenue & Ashworth Road Intersection Improvements project in the amount of $137,181.00. Snyder & Associates, Inc. has reviewed the payment estimate and recommends payment. The partial payment is for the pay period ending September 30, 2021. This pay estimate is for topsoil, class 10 excavation, pavement removal and temporary pavement. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $137,181.00 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:Beth Richardson REVIEWED BY:Sara Kappos SKK PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: I1V 2727 SW SNYDER BOULEVARD | P.O. BOX 1159 | ANKENY, IA 50023-0974 autofill v:\projects\2020\120.0783.01\construction\pay_2021-10-13_letterpayapp02.docm October 13, 2021 Mr. Rudy Koester, P.E. City of Waukee 805 University Avenue Waukee, IA 50263 RE: PARTIAL PAYMENT APPLICATION NO. 02 UTE AVENUE AND ASHWORTH ROAD INTERSECTION PROJECT Dear Rudy: Enclosed is partial payment application 02 for the Ute Avenue and Ashworth Road Intersection project. This application includes work completed during the month of September 2021, including partial payment of topsoil, class 10 excavation, pavement removal and temporary pavement. We recommend payment of $137,181.00 to the prime contractor, Concrete Technologies, Inc. of Grimes, Iowa. Please place this payment application on the next available city council meeting agenda for approval. Sincerely, SNYDER & ASSOCIATES, INC. Nathan Carhoff, P.E. Project Manager Enclosure PAY_2021-10-13_PartialPaymentApplication02.xlsx APPLICATION FOR PARTIAL PAYMENT NO. 2 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:October 13, 2021 PAYMENT PERIOD: September 1, 2021 to September 30, 2021 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:$119,330.55 Original Contract Completion Date: August 6, 2022 Contract Amount to Date:$4,887,983.25 2. WORK SUMMARY:Added by Change Order: 0 Total Work Performed to Date:$192,017.80 Contract Completion Date: August 6, 2022 Retainage: 5%$9,600.89 Time Used to Date: 49 Total Earned Less Retainage:$182,416.91 Contract Time Remaining: 320 Less Previous Applications for Payment:$45,235.91 AMOUNT DUE THIS APPLICATION:$137,181.00 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:October 13, 2021 4. ENGINEER'S APPROVAL: Payment of the above AMOUNT DUE THIS APPLICATION is recommended: Snyder & Associates, Inc. ENGINEER By DATE:October 13, 2021 5. OWNER'S APPROVAL City of Waukee OWNER By DATE: PAY_2021-10-13_PartialPaymentApplication02.xlsx 6.DETAILED ESTIMATE OF WORK COMPLETED: CONTRACT ITEMS COMPLETED WORK ITEM PLAN UNIT UNIT COST COST QTY.CO #COST NO.DESCRIPTION QTY.TOTAL TO DATE TOTAL 2.1 Clearing and Grubbing 507 UNIT $47.75 $24,218.80 $- 2.2 Clearing and Grubbing 1 ACRE $10,600.00 $10,600.00 $- 2.3 Topsoil, On-site 8,256 CY $6.35 $52,425.60 2,064.0 $13,106.40 2.4 Excavation, Class 10 31,706 CY $10.60 $336,083.60 3,170.6 $33,608.36 2.5 Below Grade Excavation (Core Out)500 CY $10.60 $5,300.00 $- 2.6 Subgrade Preparation 25,378 SY $3.20 $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 $- 2.10 Removal of Structure, Retaining Wall 102 LF $47.75 $4,870.50 $- 2.11 Removal of Known Pipe Culvert 612 LF $31.75 $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 $- 4.2 Sanitary Sewer Gravity Main, Trenchless, PVC, 6 Inch 50 LF $159.00 $7,950.00 $- 4.3 Removal of Sanitary Sewer, DIP, 8 Inch 20 LF $106.00 $2,120.00 $- 4.4 Removal of Sanitary Sewer, PVC, 12 Inch 20 LF $106.00 $2,120.00 $- 4.5 Sanitary Sewer Cleanout 4 EACH $555.00 $2,220.00 $- 4.6 Sanitary Sewer Service Connection 1 LS $1,590.00 $1,590.00 $- 4.7 Storm Sewer, Trenched, Class III RCP, 15 Inch 2,274 LF $74.25 $168,844.50 $- 4.8 Storm Sewer, Trenched, Class III RCP, 18 Inch 143 LF $79.50 $11,368.50 $- 4.9 Storm Sewer, Trenched, Class IV RCP, 18 Inch 309 LF $84.75 $26,187.75 $- 4.10 Storm Sewer, Trenched, Class III RCP, 24 Inch 38 LF $106.00 $4,028.00 $- 4.11 Pipe Culvert, Trenched, RCP, 12 Inch 28 LF $74.25 $2,079.00 $- 4.12 Pipe Culvert, Trenched, CMP, 18 Inch 134 LF $106.00 $14,204.00 $- 4.13 Pipe Culvert, Trenched, Remove and Reinstall, CMP, 15 Inch 42 LF $132.50 $5,565.00 $- 4.14 Pipe Apron, CMP, 18 Inch 6 EACH $795.00 $4,770.00 $- 4.15 Pipe Apron, RCP, 12 Inch 2 EACH $1,905.00 $3,810.00 $- 4.16 Pipe Apron, RCP, 15 Inch 4 EACH $1,485.00 $5,940.00 $- 4.17 Pipe Apron, RCP, 18 Inch 2 EACH $1,585.00 $3,170.00 $- 4.18 Pipe Apron, RCP, 24 Inch 1 EACH $1,585.00 $1,585.00 $- 4.19 Footing for Concrete Pipe Apron, RCP, 15 Inch 4 EACH $1,585.00 $6,340.00 $- 4.20 Footing for Concrete Pipe Apron, RCP, 18 Inch 2 EACH $1,585.00 $3,170.00 $- 4.21 Footing for Concrete Pipe Apron, RCP, 24 Inch 1 EACH $1,585.00 $1,585.00 $- 4.22 Pipe Apron Guard, 12 Inch 1 EACH $1,060.00 $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 $- 4.25 Subdrain Cleanout, Type A1, 6 Inch 1 EACH $450.00 $450.00 $- 4.26 Subdrain Outlets and Connections, Outlet Into Structure, 6 Inch 32 EACH $345.00 $11,040.00 $- 4.27 Subdrain Outlets and Connections, Outlet to Ditch, 6 Inch 6 EACH $400.00 $2,400.00 $- 5.1 Water Main, Trenched, PVC, 8 Inch 45 LF $84.75 $3,813.75 $- 5.2 Water Main, Trenched, PVC, 12 Inch 193 LF $74.25 $14,330.25 $- 5.3 Water Main, Trenched, PVC, 16 Inch 2,686 LF $122.00 $327,692.00 $- 5.4 Water Main, Trenchless, PVC, 8 Inch 40 LF $159.00 $6,360.00 $- 5.5 Water Main, Trenchless, PVC, 16 Inch 490 LF $212.00 $103,880.00 $- 5.6 Fitting, 90 Degree Bend, 8 Inch 1 EACH $530.00 $530.00 $- 5.7 Fitting, 11.25 Degree Bend, 12 Inch 3 EACH $795.00 $2,385.00 $- 5.8 Fitting, 11.25 Degree Bend, 16 Inch 6 EACH $1,060.00 $6,360.00 $- 5.9 Fitting, 22.5 Degree Bend, 12 Inch 2 EACH $530.00 $1,060.00 $- PAY_2021-10-13_PartialPaymentApplication02.xlsx 5.10 Fitting, 22.5 Degree Bend, 16 Inch 4 EACH $1,060.00 $4,240.00 $- 5.11 Fitting, 45 Degree Bend, 12 Inch 1 EACH $850.00 $850.00 $- 5.12 Fitting, 16 Inch x 6 Inch Tee 11 EACH $1,270.00 $13,970.00 $- 5.13 Fitting, 16 Inch x 8 Inch Tee 2 EACH $2,650.00 $5,300.00 $- 5.14 Fitting, 16 Inch x 12 Inch Cross 1 EACH $2,120.00 $2,120.00 $- 5.15 Fitting, 16 Inch x 6 Inch Reducer 1 EACH $1,060.00 $1,060.00 $- 5.16 Water Service Pipe, Copper, 1 Inch 574 LF $26.50 $15,211.00 $- 5.17 Valve, Gate, 8 Inch 2 EACH $3,705.00 $7,410.00 $- 5.18 Valve, Gate, 12 Inch 2 EACH $5,825.00 $11,650.00 $- 5.19 Valve, Gate, 16 Inch 5 EACH $7,945.00 $39,725.00 $- 5.20 Tapping Valve Assembly, 12 Inch 1 EACH $6,885.00 $6,885.00 $- 5.21 Fire Hydrant Assembly 14 EACH $5,930.00 $83,020.00 $- 5.22 Fire Hydrant Assembly, Remove and Salvage 1 EACH $1,590.00 $1,590.00 $- 5.23 Line Stop, 12 Inch 1 EACH $15,885.00 $15,885.00 $- 5.24 Meter Pit 1 EACH $1,060.00 $1,060.00 $- 5.25 Meter Pit, Relocate 3 EACH $1,060.00 $3,180.00 $- 5.26 Meter Pit, Remove 1 EACH $1,060.00 $1,060.00 $- 6.1 Manhole, SW-401, 48 Inch 8 EACH $3,710.00 $29,680.00 $- 6.2 Intake, SW-501 10 EACH $3,495.00 $34,950.00 $- 6.3 Intake, SW-503 8 EACH $4,325.00 $34,600.00 $- 6.4 Manhole Adjustment, Minor 3 EACH $425.00 $1,275.00 $- 6.5 Manhole Adjustment, Major 3 EACH $1,060.00 $3,180.00 $- 6.6 Connection to Existing Manhole 2 EACH $1,590.00 $3,180.00 $- 6.7 Remove Intake 1 EACH $1,590.00 $1,590.00 $- 7.1 Pavement, PCC, 6 Inch 2,445 SY $52.00 $127,140.00 1,564.8 $81,369.60 7.2 Pavement, PCC, 9 Inch 18,686 SY $79.50 $1,485,537.00 $- 7.3 Median, PCC, 6 Inch 167 SY $57.75 $9,644.25 $- 7.4 Median, PCC, 15 Inch 102 SY $98.75 $10,072.50 $- 7.5 PCC Pavement Samples and Testing 1 LS $11,315.00 $11,315.00 $- 7.6 Removal of Driveway, Paved 787 SY $10.60 $8,342.20 196.75 $2,085.55 7.7 Removal of Driveway, Granular 274 SY $4.25 $1,164.50 $- 7.8 Shared Use Path, PCC, 6 Inch 2,726 SY $40.50 $110,403.00 $- 7.9 Special Subgrade Preparation for Shared Use Path 3,268 SY $5.30 $17,320.40 $- 7.10 Sidewalk, PCC, 5 In.121 SY $53.50 $6,473.50 $- 7.11 Sidewalk, PCC, 6 In.24 SY $56.50 $1,356.00 $- 7.12 Detectable Warnings, Cast Iron, Natural Finish 212 SF $52.50 $11,130.00 $- 7.13 Driveway, Paved, PCC, 6 Inch 1,978 SY $56.50 $111,757.00 $- 7.14 Driveway, Granular 440 SY $10.60 $4,664.00 $- 7.15 Driveway, Temporary Granular 966 SY $12.75 $12,316.50 $- 7.16 Shoulder, Granular 1,351 SY $37.00 $49,987.00 156.50 $5,790.50 7.17 Pavement Removal 8,128 SY $9.55 $77,622.40 812.80 $7,762.24 8.1 Traffic Signals 1 LS $382,720.00 $382,720.00 $- 8.2 Painted Pavement Markings, Durable 359 STA $53.00 $19,027.00 $- 8.3 Painted Symbols and Legends, Durable 20 EACH $400.00 $8,000.00 $- 8.4 Grooves Cut for Pavement Markings 359 STA $39.25 $14,090.75 $- 8.5 Grooves Cut for Symbols and Legends 20 EACH $185.50 $3,710.00 $- 8.6 Temporary Traffic Control 1 LS $25,945.00 $25,945.00 0.15 $3,891.75 8.7 Sign Assembly, Remove 16 EACH $127.00 $2,032.00 $- 8.8 Sign Assembly, Remove and Reinstall 15 EACH $127.00 $1,905.00 $- 8.9 Sign Assembly, Furnish and Install, Type A 28 EACH $420.00 $11,760.00 $- 8.10 Portable Dynamic Message Signs 28 CDAY $215.00 $6,020.00 14 $3,010.00 9.1 Conventional Seeding, Seeding, and Mulching, Wetland 0.02 ACRE $47,650.00 $953.00 $- 9.2 Hydraulic Seeding, Seeding, and Fertilizing, Type 1 2.2 ACRE $1,165.00 $2,563.00 $- PAY_2021-10-13_PartialPaymentApplication02.xlsx 9.3 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 1 3.4 ACRE $3,600.00 $12,240.00 $- 9.4 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 4 5.6 ACRE $2,915.00 $16,324.00 $- 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 $- 9.7 Filter Sock, 12 Inch 4,376 LF $2.15 $9,408.40 $- 9.8 Filter Sock, Removal 4,376 LF $0.35 $1,531.60 $- 9.9 Temporary RECP, Type 2D (Short Term)10,470 SY $1.35 $14,134.50 $- 9.10 Rip Rap, Class E 38 TON $106.00 $4,028.00 $- 9.11 Silt Fence or Silt Fence Ditch Check 5,510 LF $1.60 $8,816.00 424 $678.40 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 $- 9.16 Inlet Protection Device, Maintenance and Removal 18 EACH $26.50 $477.00 $- 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 $- 9.19 Removal of Fence 1,338 LF $6.25 $8,362.50 $- 10.1 Demolition Work, Septic Tank Abandonment 1 LS $10,590.00 $10,590.00 $- 11.1 Construction Survey 1 LS $23,190.00 $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 0.25 $39,125.00 11.4 Maintenance of Postal Service 1 LS $7,105.00 $7,105.00 $- 11.5 Remove and Reinstall Mailbox 8 EACH $400.00 $3,200.00 $- 11.6 Maintenance of Solid Waste Collection 1 LS $4,865.00 $4,865.00 $- 11.7 Concrete Washout 1 LS 11,475.00 $11,475.00 $- TOTAL ORIGINAL CONTRACT = $4,768,652.70 $192,017.80 CHANGE ORDER SUMMARY: 2.3 Topsoil, On-site -34 CY $6.35 $(215.90)1 $- 2.4 Excavation, Class 10 937 CY $10.60 $9,932.20 1 $- 2.6 Subgrade Preparation 566 SY $3.20 $1,811.20 1 $- 2.9 Subbase, Modified, 6 Inch Depth 554 SY $9.25 $5,124.50 1 $- 2.11 Removal of Known Pipe Culvert 22 LF $31.75 $698.50 1 $- 4.7 Storm Sewer, Trenched, Class III RCP, 15 Inch 284 LF $74.25 $21,087.00 1 $- 4.8 Storm Sewer, Trenched, Class III RCP, 18 Inch 401 LF $79.50 $31,879.50 1 $- 4.10 Storm Sewer, Trenched, Class III RCP, 24 Inch 16 LF $106.00 $1,696.00 1 $- 4.11 Pipe Culvert, Trenched, RCP, 12 Inch -28 LF $74.25 $(2,079.00)1 $- 4.12 Pipe Culvert, Trenched, CMP, 18 Inch -80 LF $106.00 $(8,480.00)1 $- 4.14 Pipe Apron, CMP, 18 Inch -4 EACH $795.00 $(3,180.00)1 $- 4.15 Pipe Apron, RCP, 12 Inch -2 EACH $1,905.00 $(3,810.00)1 $- 4.16 Pipe Apron, RCP, 15 Inch 1 EACH $1,485.00 $1,485.00 1 $- 4.18 Pipe Apron, RCP, 24 Inch 1 EACH $1,585.00 $1,585.00 1 $- 4.19 Footing for Concrete Pipe Apron, RCP, 15 Inch 1 EACH $1,585.00 $1,585.00 1 $- 4.21 Footing for Concrete Pipe Apron, RCP, 24 Inch 1 EACH $1,585.00 $1,585.00 1 $- 4.22 Pipe Apron Guard, 12 Inch -1 EACH $1,060.00 $(1,060.00)1 $- 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 1 $- 4.26 Subdrain Outlets and Connections, Outlet Into Structure, 6 Inch 6 EACH $345.00 $2,070.00 1 $- 4.27 Subdrain Outlets and Connections, Outlet to Ditch, 6 Inch -2 EACH $400.00 $(800.00)1 $- 6.1 Manhole, SW-401, 48 Inch 4 EACH $3,710.00 $14,840.00 1 $- 6.2 Intake, SW-501 4 EACH $3,495.00 $13,980.00 1 $- 7.2 Pavement, PCC, 9 Inch 605 SY $79.50 $48,097.50 1 $- PAY_2021-10-13_PartialPaymentApplication02.xlsx 7.13 Driveway, Paved, PCC, 6 Inch -10 SY $56.50 $(565.00)1 $- 7.15 Driveway, Temporary Granular 128 SY $12.75 $1,632.00 1 $- 7.16 Shoulder, Granular -904 SY $37.00 $(33,448.00)1 $- 8.2 Painted Pavement Markings, Durable -13 STA $53.00 $(689.00)1 $- 8.4 Grooves Cut for Pavement Markings -13 STA $39.25 $(510.25)1 $- 9.3 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 1 0.1 ACRE $3,600.00 $360.00 1 $- 9.4 Hydraulic Seeding, Seeding, Fertilizing, and Mulching, Type 4 0.1 ACRE $2,915.00 $291.50 1 $- 9.7 Filter Sock, 12 Inch 1,457 LF $2.15 $3,132.55 1 $- 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 1 $- 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 1 $- 9.16 Inlet Protection Device, Maintenance and Removal 4 EACH $26.50 $106.00 1 $- 9.17 Flow Transition Mat -100 SF $15.90 $(1,590.00)1 $- TOTAL CHANGE ORDERS = $119,330.55 $- TOTAL CONTRACT & CHANGE ORDERS $4,887,983.25 $192,017.80