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06.j 2026 Scandia Trails Project - Contractor's Request for Payment No 1
14727 209th St. N., Scandia, Minnesota 55073 Phone (651) 433-2274 Fax (651) 433-5112 https://www.cityofscandia.com June 16, 2026 Honorable Mayor and City Council City of Scandia 14727 209th Street N. Scandia, MN 55073-8503 Re: Contractor’s Request for Payment No. 1 2026 City Trail Project Dear Mayor and Council: Enclosed please find Contractor’s Request for Payment No. 1, for the 2026 City Trail Project. We recommend the council approve the Contractor’s Request for Payment No. 1 and pay $404,792.29 to Winberg Companies. This amount includes work required to mobilize to site, install traffic control, place erosion control, correct soft spots, place aggregate base, place storm sewer culverts/structures, pour concrete, pave bituminous, and place topsoil. This request includes withholding 5% retainage. Please call me at (651) 308-1491 if there are any questions or concerns regarding this Contractor’s Payment request. Sincerely, Isiah C. Bubany, P.E. Project Engineer Enclosures: Contractor’s Request for Payment No. 1 06/09/2026 Contractor's Application for Payment Owner's Project No.: Engineer's Project No.: Agency's Project No.: 1 From 04/27/26 to 06/06/26 A C D E F F1 F2 G H I J K L Item Quantity Units Unit Price ($) 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 31,000.00 31,000.00 - 0.70 21,700.00 21,700.00 70% 9,300.00 2 1.00 LS 2,028.00 2,028.00 - 0.70 1,419.60 1,419.60 70% 608.40 3 1.00 LS 17,099.68 17,099.68 - 0.80 13,679.74 13,679.74 80% 3,419.94 4 1.00 LS 5,044.00 5,044.00 - - - - 5,044.00 5 1.00 EA 208.00 208.00 - 1.00 208.00 208.00 100% - 6 24.00 LF 36.40 873.60 - 24.00 873.60 873.60 100% - 7 30.00 LF 46.80 1,404.00 - 52.00 2,433.60 2,433.60 173% (1,029.60) 8 15.00 SY 50.96 764.40 - 15.00 764.40 764.40 100% - 9 130.00 SF 11.14 1,448.20 - 249.00 2,773.86 2,773.86 192% (1,325.66) 10 3.00 EA 364.00 1,092.00 - 1.50 546.00 546.00 50% 546.00 11 1.00 EA 10,254.40 10,254.40 - 1.00 10,254.40 10,254.40 100% - 12 745.00 LF 12.22 9,103.90 - 650.00 7,943.00 7,943.00 87% 1,160.90 13 200.00 CY 24.44 4,888.00 - 161.21 3,939.97 3,939.97 81% 948.03 14 1,910.00 CY 23.40 44,694.00 - 1,910.00 44,694.00 44,694.00 100% - 15 670.00 CY 21.84 14,632.80 - 670.00 14,632.80 14,632.80 100% - 16 1,860.00 SY 3.12 5,803.20 - 1,860.00 5,803.20 5,803.20 100% - 17 930.00 TN 29.64 27,565.20 - 1,077.61 31,940.36 31,940.36 116% (4,375.16) 18 1,110.00 SY 25.22 27,994.20 - 1,156.00 29,154.32 29,154.32 104% (1,160.12) 19 1.00 EA 1,508.00 1,508.00 - 1.00 1,508.00 1,508.00 100% - 20 240.00 LF 20.70 4,967.04 - 240.00 4,967.04 4,967.04 100% - 21 4.00 EA 676.00 2,704.00 - 4.00 2,704.00 2,704.00 100% - 22 60.00 LF 49.92 2,995.20 - 60.00 2,995.20 2,995.20 100% - 23 6.00 EA 1,245.92 7,475.52 - 6.00 7,475.52 7,475.52 100% - 24 49.00 LF 114.40 5,605.60 - 49.00 5,605.60 5,605.60 100% - 25 2.00 EA 2,236.00 4,472.00 - 2.00 4,472.00 4,472.00 100% - 26 40.00 LF 119.60 4,784.00 - 40.00 4,784.00 4,784.00 100% - 27 1.00 EA 1,669.20 1,669.20 - 1.00 1,669.20 1,669.20 100% - 28 6.00 EA 104.00 624.00 - - - - 624.00 29 2.00 EA 3,900.00 7,800.00 - 2.00 7,800.00 7,800.00 100% - 30 1.00 EA 13,000.00 13,000.00 - 1.00 13,000.00 13,000.00 100% - 31 1.00 LS 1,456.00 1,456.00 - 1.00 1,456.00 1,456.00 100% - 32 10.00 HR 150.80 1,508.00 - 4.00 603.20 603.20 40% 904.80 33 6.00 EA 182.00 1,092.00 - 3.00 546.00 546.00 50% 546.00 34 2.00 EA 156.00 312.00 - - - - 312.00 35 8.00 EA 156.00 1,248.00 - 8.00 1,248.00 1,248.00 100% - 36 2,870.00 LF 2.34 6,715.80 - 2,870.00 6,715.80 6,715.80 100% - 37 50.00 CY 127.92 6,396.00 - 16.14 2,064.63 2,064.63 32% 4,331.37 38 30.00 LF 52.00 1,560.00 - 52.00 2,704.00 2,704.00 173% (1,144.00) 39 3,310.00 SF 9.78 32,358.56 - 3,303.00 32,290.13 32,290.13 100% 68.43 40 250.00 SF 26.00 6,500.00 - - - - 6,500.00 41 230.00 SF 24.60 5,657.08 - 48.00 1,180.61 1,180.61 21% 4,476.47 42 160.00 SF 17.68 2,828.80 - - - - 2,828.80 43 26.00 SF 72.80 1,892.80 - 15.00 1,092.00 1,092.00 58% 800.80 44 195.00 LF 45.55 8,882.64 - 39.00 1,776.53 1,776.53 20% 7,106.11 45 440.00 CY 61.36 26,998.40 - 456.49 28,010.23 28,010.23 104% (1,011.83) 46 1.00 LS 11,440.00 11,440.00 - 0.75 8,580.00 8,580.00 75% 2,860.00 47 5,670.00 SY 2.85 16,157.23 - 2,268.00 6,462.89 6,462.89 40% 9,694.34 48 1,490.00 SY 2.34 3,486.60 - 596.00 1,394.64 1,394.64 40% 2,091.96 49 8.00 EA 239.20 1,913.60 - - - - 1,913.60 FILTER MEDIA (LV) TOPSOIL RESPREAD TURF RESTORATION, SEED MIXTURE (25-131), AND TURF RESTORATION, SEED MIXTURE (35-241), AND BLANKET INSTALL BUFFER MARKER 6" CONCRETE PAD 6" CONCRETE PEDESTRIAN RAMP 7" CONCRETE DRIVEWAY PAVEMENT TRUNCATED DOMES 6" CHAIN LINK FENCE - BLACK VINYL COATED TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - TRAIL SUPPLY AND ADJUST R-1642-B CASTING W/HDPE RINGS STORM DRAIN INLET PROTECTION SILT FENCE, TYPE MS RANDOM RIP RAP CLASS III CONCRETE CURB & GUTTER DESIGN B618 6" CONCRETE WALK 48" DIA OUTLET CONTROL STRUCTURE STABILIZED CONSTRUCTION EXIT STREET SWEEPER W/PICKUP BROOM CULVERT END PROTECTION ROCK DITCH CHECK Work Completed and Materials Stored to Date (H + I) ($) Progress Estimate - Unit Price Work City of Scandia Bolton & Menk, Inc. Winberg Companies LLC 2026 Scandia Trails Project Owner: 25X.140735Engineer: Contractor: Project: Contract: Previous Estimate DITCH GRADING SUBGRADE EXCAVATION (EV) COMMON EXCAVATION (EV) (P) TRAFFIC CONTROL Description 15" RC PIPE APRON 18" RC PIPE (CLASS 5) 18" RC PIPE APRON INSTALL STRUCTURE MARKER 27" DIA STORM SEWER CBBH, INCL NEW CSTG REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE WALK 6" PVC PIPE DRAIN - PERFORATED 6" PVC PIPE DRAIN CLEANOUT 15" CMP, CULVERT 15" CMP, APRON 15" RC PIPE (CLASS 5) COMMON EMBANKMENT (CV) (P) SUBGRADE PREPARATION (P) AGGREGATE BASE, CLASS 5 Contract Information Bid Item No. CLEARING AND GRUBBING UTILITY POLE SERVICE CONNECTION ALLOWANCE SALVAGE & REINSTALL SIGN SALVAGE & REINSTALL LIGHT POLE REMOVE CASTING REMOVE SEWER PIPE (STORM) REMOVE CONCRETE CURB AND GUTTER Application Date:Application Period:Application No.: MOBILIZATION 06/06/26 B PART 1: TRAIL CONSTRUCTION % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) Work Completed Materials Currently Stored (not in G) ($) Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.2 of 3 Contractor's Application for Payment Owner's Project No.: Engineer's Project No.: Agency's Project No.: 1 From 04/27/26 to 06/06/26 A C D E F F1 F2 G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Quantity Previous Estimate Value Previous Estimate Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) Work Completed and Materials Stored to Date (H + I) ($) Progress Estimate - Unit Price Work City of Scandia Bolton & Menk, Inc. Winberg Companies LLC 2026 Scandia Trails Project Owner: 25X.140735Engineer: Contractor: Project: Contract: Previous Estimate Description Contract Information Bid Item No. Application Date:Application Period:Application No.: 06/06/26 B % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) Work Completed Materials Currently Stored (not in G) ($) 50 16.00 SF 104.00 1,664.00 - - - - 1,664.00 51 2.00 EA 7,176.00 14,352.00 - - - - 14,352.00 52 610.00 LF 412.36 251,539.60 - - - - 251,539.60 53 20.00 LF 416.00 8,320.00 - - - - 8,320.00 54 2.00 EA 8,153.60 16,307.20 - - - - 16,307.20 55 3.00 EA 7,800.00 23,400.00 - - - - 23,400.00 56 139.00 EA 613.60 85,290.40 - - - - 85,290.40 57 1,190.00 LF 44.72 53,216.80 - - - - 53,216.80 58 28.00 EA 113.36 3,174.08 - - - - 3,174.08 59 40.00 EA 124.80 4,992.00 - - - - 4,992.00 864,161.73 - 345,866.07 345,866.07 40% 518,295.66 60 580.00 SY 8.34 4,837.20 - 580.00 4,837.20 4,837.20 100% - 61 490.00 LF 12.51 6,129.90 - 400.00 5,004.00 5,004.00 82% 1,125.90 62 50.00 CY 31.28 1,563.75 - - - - 1,563.75 63 430.00 CY 22.94 9,862.05 - 430.00 9,862.05 9,862.05 100% - 64 730.00 CY 14.60 10,654.35 - 730.00 10,654.35 10,654.35 100% - 65 2,150.00 SY 1.67 3,586.20 - 2,150.00 3,586.20 3,586.20 100% - 66 2,150.00 SY 2.61 5,603.55 - 2,939.95 7,662.40 7,662.40 137% (2,058.85) 67 600.00 TN 29.19 17,514.00 - 800.00 23,352.00 23,352.00 133% (5,838.00) 68 300.00 TN 30.75 9,226.14 - - - - 9,226.14 69 430.00 SY 27.11 11,655.15 - 367.00 9,947.54 9,947.54 85% 1,707.61 70 220.00 SF 12.77 2,809.53 - 417.00 5,325.34 5,325.34 190% (2,515.81) 83,441.82 - 80,231.08 80,231.08 96% 3,210.74 947,603.55$ -$ 426,097.15$ -$ 426,097.15$ 45%521,506.40$ PART 2: CITY HALL DRIVEWAY AND GRAVEL PARKING LOT CONSTRUCTION PART 1: TRAIL CONSTRUCTION PART 2: CITY HALL DRIVEWAY AND GRAVEL PARKING LOT CONSTRUCTION TOTAL 6" CONCRETE WALK SUBGRADE PREPARATION (P) GEOTEXTILE FABRIC, TYPE V (P) AGGREGATE BASE, CLASS 5 AGGREGATE SURFACING, CLASS 2 LIMESTONE TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - DRIVEWAY REMOVE BITUMINOUS PAVEMENT DITCH GRADING SUBGRADE EXCAVATION (EV) COMMON EXCAVATION (EV) (P) COMMON EMBANKMENT (CV) (P) HELICAL PILE LOAD TEST HELICAL PILE 10' LONG LEAD SECTION ADDITIONAL HELICAL PILE LENGTH HELICAL PILE CROSS BRACING HELICAL PILE ANGLED BRACING SIGN PANEL TYPE C KIOSK BOARDWALK OVERLOOK CONCRETE ABUTMENT PART 1 & PART 2 TOTAL Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.3 of 3