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06.g 2025 Street Improvement Project - Contractor's Request for Payment No 5 Final 14727 209 th St. N., Scandia, Minnesota 55073 Phone (651) 433-2274 Fax (651) 433-5112 https://www.cityofscandia.com May 19, 2026 Honorable Mayor and City Council City of Scandia 14727 209th Street N. Scandia, MN 55073-8503 Re: Contractor’s Request for Payment No. 5 & Final 2025 Street Improvement Project Dear Mayor and Council: Enclosed please find Contractor’s Request for Payment No. 5 & Final, for the 2025 Street Improvement Project. We recommend the council approve the Contractor’s Request for Payment No. 5 & Final and pay $9,021.04 to Valley Paving, Inc. This amount includes work required to complete the punchlist and reduce the retainage held from 2% to 0%. Please call me at (651) 308-1491 if there are any questions or concerns regarding this Contractor’s Payment request. Sincerely, Isiah C. Bubany, P.E. Project Engineer Enclosures: Contractor’s Request for Payment No. 5 & Final, IC 134’s, Lien Waivers, Consent of Surety, and Warranty Bond 5/13/2026 Contractor's Application for Payment Owner's Project No.: Engineer's Project No.: Agency's Project No.: 5 & Final From 10/08/25 to 05/11/26 A C D E F F1 F2 G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Quantity Previous Estimate Value Previous Estimate Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) 1 1.00 LS 14,000.00 14,000.00 1.00 14,000.00 1.00 14,000.00 14,000.00 100% - 2 1.00 LS 1,942.50 1,942.50 1.00 1,942.50 1.00 1,942.50 1,942.50 100% - 3 5.00 EA 315.00 1,575.00 1.90 600.00 1.90 600.00 600.00 38% 975.00 4 60.00 LF 16.27 976.20 74.00 1,203.98 74.00 1,203.98 1,203.98 123% (227.78) 5 40.00 SY 11.27 450.80 115.00 1,296.05 115.00 1,296.05 1,296.05 288% (845.25) 6 30.00 LF 7.19 215.70 53.00 381.07 53.00 381.07 381.07 177% (165.37) 7 12,240.00 SY 1.07 13,096.80 12,240.00 13,096.80 12,240.00 13,096.80 13,096.80 100% - 8 230.00 LF 40.00 9,200.00 230.00 9,200.00 230.00 9,200.00 9,200.00 100% - 9 95.00 LF 14.32 1,360.40 110.00 1,575.20 110.00 1,575.20 1,575.20 116% (214.80) 10 420.00 CY 22.82 9,584.40 209.00 4,769.38 209.00 4,769.38 4,769.38 50% 4,815.02 11 1,260.00 SY 1.84 2,318.40 580.00 1,067.20 580.00 1,067.20 1,067.20 46% 1,251.20 12 1,050.00 CY 24.27 25,483.50 1,076.06 26,116.04 1,076.06 26,116.04 26,116.04 102% (632.54) 13 12,240.00 SY 0.77 9,424.80 12,240.00 9,424.80 12,240.00 9,424.80 9,424.80 100% - 14 560.00 TON 36.38 20,372.80 484.07 17,610.37 484.07 17,610.37 17,610.37 86% 2,762.43 15 10.00 TON 108.54 1,085.40 17.21 1,867.97 17.21 1,867.97 1,867.97 172% (782.57) 16 20.00 TON 48.43 968.60 - - - - - 968.60 17 100.00 SY 32.87 3,287.00 310.00 10,189.70 310.00 10,189.70 10,189.70 310% (6,902.70) 18 1,170.00 TON 97.12 113,630.40 1,151.00 111,785.12 1,151.00 111,785.12 111,785.12 98% 1,845.28 19 1,940.00 TON 91.24 177,005.60 1,838.99 167,789.45 1,838.99 167,789.45 167,789.45 95% 9,216.15 20 860.00 GAL 1.94 1,668.40 860.00 1,668.40 860.00 1,668.40 1,668.40 100% - 21 40.00 SY 41.00 1,640.00 110.00 4,510.00 110.00 4,510.00 4,510.00 275% (2,870.00) 22 60.00 LF 67.17 4,030.20 60.00 4,030.20 60.00 4,030.20 4,030.20 100% - 23 6.00 EA 559.38 3,356.28 6.00 3,356.28 6.00 3,356.28 3,356.28 100% - 24 24.00 EA 210.00 5,040.00 24.00 5,040.00 24.00 5,040.00 5,040.00 100% - 25 1,900.00 LF 2.36 4,484.00 1,865.00 4,401.40 1,865.00 4,401.40 4,401.40 98% 82.60 26 1.00 EA 127.34 127.34 1.00 127.34 1.00 127.34 127.34 100% - 27 160.00 CY 52.84 8,454.40 - - - - - 8,454.40 28 880.00 SY 3.15 2,772.00 200.10 630.32 200.10 630.32 630.32 23% 2,141.68 29 40.00 SY 8.40 336.00 - - - - - 336.00 437,886.92 417,679.57 417,679.57 417,679.57 95% 20,207.35 30 180.00 LF 16.27 2,928.60 180.00 2,928.60 180.00 2,928.60 2,928.60 100% - 31 222.00 LF 0.72 159.84 167.00 120.24 167.00 120.24 120.24 75% 39.60 32 290.00 SY 2.16 626.40 290.00 626.40 290.00 626.40 626.40 100% - 33 290.00 SY 0.77 223.30 290.00 223.30 290.00 223.30 223.30 100% - 34 30.00 TON 97.13 2,913.90 30.00 2,913.90 30.00 2,913.90 2,913.90 100% - 35 50.00 TON 91.12 4,556.00 40.00 3,644.80 40.00 3,644.80 3,644.80 80% 911.20 36 20.00 GAL 1.94 38.80 20.00 38.80 20.00 38.80 38.80 100% - 37 104.00 LF 74.51 7,749.04 104.00 7,749.04 104.00 7,749.04 7,749.04 100% - 38 4.00 EA 1,124.54 4,498.16 4.00 4,498.16 4.00 4,498.16 4,498.16 100% - 39 48.00 LF 82.55 3,962.40 48.00 3,962.40 48.00 3,962.40 3,962.40 100% - 40 2.00 EA 1,368.54 2,737.08 2.00 2,737.08 2.00 2,737.08 2,737.08 100% - 41 6.00 EA 262.50 1,575.00 6.00 1,575.00 6.00 1,575.00 1,575.00 100% - 42 6.00 EA 210.00 1,260.00 6.00 1,260.00 6.00 1,260.00 1,260.00 100% - 43 70.00 CY 32.37 2,265.90 - - - - - 2,265.90 44 410.00 SY 4.20 1,722.00 260.70 1,094.94 260.70 1,094.94 1,094.94 64% 627.06 37,216.42 33,372.66 33,372.66 33,372.66 90% 3,843.76 475,103.34$ 451,052.23$ 451,052.23$ -$ 451,052.23$ 95%24,051.11$ TYPE SP 9.5 UPPER WEARING COURSE MIXTURE (3,C) TYPE SP 12.5 LOWER WEARING COURSE MIXTURE (3,C) BASE BID TOTAL ALTERNATE 1 ALTERNATE 1 18" RC PIPE APRON STRUCTURE MARKER CULVERT END PROTECTION COMMON TOPSOIL BORROW TURF RESTORATION, SEED MIXTURE (35-241) AND BLANKET TYPE SP 12.5 LOWER WEARING COURSE MIXTURE (3,C) BITUMINOUS MATERIAL FOR TACK COAT 15" RC PIPE (CLASS 5) 15" RC PIPE APRON 18" RC PIPE (CLASS 5) REMOVE STORM PIPE/CULVERT SAW CUT BITUMINOUS PAVEMENT - FULL DEPTH RECLAIM BITUMINOUS PAVEMENT (8" THICK) (P) TOLERANCE RECLAIM (P) TYPE SP 9.5 UPPER WEARING COURSE MIXTURE (3,C) Work Completed and Materials Stored to Date (H + I) ($) Progress Estimate - Unit Price Work City of Scandia Bolton & Menk, Inc. Valley Paving, Inc. 2025 Street Improvement Project Owner: 24X.136471Engineer: Contractor: Project: Contract: Previous Estimate BASE BID + ALTERNATE 1 TOTAL HAUL AWAY EXCESS RECALIM MATERIAL TO CITY GRAVEL TOLERANCE RECLAIM (P) AGGREGATE SHOULDERING, CLASS 2 LIMESTONE TRAFFIC CONTROL Description SILT FENCE TYPE MACHINE SLICED STORM DRAIN INLET PROTECTION COMMON TOPSOIL BORROW (LV) TURF RESTORATION, SEED MIXTURE (25-131), AND BLANKET TURF RESTORATION, SEED MIXTURE (35-241), AND BLANKET CLEAN PIPE CULVERT DITCH GRADING BITUMINOUS MATERIAL FOR TACK COAT TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - DRIVEWAY 15" CMP CULVERT (DRIVEWAY) 15" CMP APRON (DRIVEWAY) CULVERT END PROTECTION AGGREGATE SURFACING, 1/2" MINUS TRAP ROCK - AGGREGATE SURFACING, CLASS 5 BITUMINOUS PATCH SPECIAL Contract Information Bid Item No. SALVAGE AND REINSTALL MAILBOX REMOVE STORM PIPE/CULVERT SUBGRADE EXCAVATION (EV) GEOTEXTILE FABRIC, TYPE V NON-WOVEN REMOVE BITUMINOUS PAVEMENT - DRIVEWAY SAW CUT BITUMINOUS PAVEMENT - FULL DEPTH RECLAIM BITUMINOUS PAVEMENT (8" THICK) (P) Application Date:Application Period:Application No.: MOBILIZATION 05/11/26 B BASE BID % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) Work Completed Materials Currently Stored (not in G) ($) Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. 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