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06.i DNR Gateway Trail 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 DNR Gateway Trail Project Dear Mayor and Council: Enclosed please find Contractor’s Request for Payment No. 1, for the DNR Gateway Trail Project. We recommend the council approve the Contractor’s Request for Payment No. 1 and pay $288,369.65 to Peterson Companies. This amount includes work required to mobilize to site and clear trees. This request includes withholding 5% retainage. Please call me at (651) 308-1491 if there are any questions or concerns regarding this Contractor’s Payment request. Sincerely, Isiah C. Bubany, P.E. Project Engineer Enclosures: Contractor’s Request for Payment No. 1 From 1. 2. 3. 4. 5. a. X b. X c. 6. 7. 8. 9. Name:Isiah Bubany Name: The undersigned Contractor certifies, to the best of its knowledge, the following: (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for Payment; (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for Payment, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances); and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. Peterson Companies, Inc. Contractor's Certification Date: By: Title: By: Title: 15,177.35$ -$ 288,369.65$ 15,177.35$ 288,369.65$ Work Completed Stored Materials Total Retainage (Line 5.a + Line 5.b) Amount eligible to date (Line 4 - Line 5.c) Less previous payments 5% $ 303,547.00 $ - Amount due this application Contractor: Balance to finish, including retainage (Line 3 - Line 4) 3,310,375.56$ Date: Project Engineer Signature: Approved by City of ScandiaRecommended by Bolton & Menk, Inc. Name: Date: Title: Contractor: Engineer: Project: N13.117554 Contractor's Application for Payment Application No.:1 City of Scandia Peterson Companies, Inc. Bolton & Menk, Inc. MnDNR Gateway Trail - Scandia Segment Owner's Project No.: Engineer's Project No.: Agency's Project No.: Application Period: Contract: Owner: 5/31/2026 Application Date:5/31/2026 3,624,814.97$ (10,892.41)$ Net change by Change Orders 3/1/2026 to Original Contract Price 303,547.00$ 3,613,922.56$ Retainage Current Contract Price (Line 1 + Line 2) Total Work completed and materials stored to date (Sum of Column G Lump Sum Total and Column J Unit Price Total) EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. Ryan Rambosek 6/9/26 Project Manager 06/09/2026 Contractor's Application for Payment Owner's Project No.: Engineer's Project No.: Agency's Project No.: 1 From 03/01/26 to 05/31/26 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 LUMP SUM 508,880.00 508,880.00 - 0.50 254,440.00 254,440.00 50% 254,440.00 2 1.00 LUMP SUM 5,285.00 5,285.00 - 0.80 4,228.00 4,228.00 80% 1,057.00 3 6.00 EACH 158.50 951.00 - - - - 951.00 4 3.00 EACH 528.50 1,585.50 - - - - 1,585.50 5 64.00 LIN FT 11.60 742.40 - - - - 742.40 6 181.00 LIN FT 18.50 3,348.50 - - - - 3,348.50 7 7,000.00 SQ YD 3.15 22,050.00 - - - - 22,050.00 8 60.00 SQ YD 4.20 252.00 - - - - 252.00 9 8,250.00 CU YD 6.05 49,912.50 - - - - 49,912.50 10 270.00 CU YD 23.40 6,318.00 - - - - 6,318.00 11 2,870.00 CU YD 21.00 60,270.00 - - - - 60,270.00 12 600.00 LIN FT 13.00 7,800.00 - - - - 7,800.00 13 8,730.00 CU YD 10.10 88,173.00 - - - - 88,173.00 14 5,390.00 CU YD 18.80 101,332.00 - - - - 101,332.00 15 8,080.00 SQ YD 3.10 25,048.00 - - - - 25,048.00 16 10,450.00 SQ YD 4.55 47,547.50 - - - - 47,547.50 17 270.00 TON 52.60 14,202.00 - - - - 14,202.00 18 220.00 TON 46.00 10,120.00 - - - - 10,120.00 19 90.00 TON 57.60 5,184.00 - - - - 5,184.00 20 5,130.00 TON 27.00 138,510.00 - - - - 138,510.00 21 490.00 GAL 4.25 2,082.50 - - - - 2,082.50 22 120.00 SQ YD 65.30 7,836.00 - - - - 7,836.00 23 260.00 TON 109.00 28,340.00 - - - - 28,340.00 24 2,210.00 TON 90.20 199,342.00 - - - - 199,342.00 25 120.00 CU YD 634.00 76,080.00 - - - - 76,080.00 26 200.00 CU YD 613.00 122,600.00 - - - - 122,600.00 27 8,170.00 POUND 2.60 21,242.00 - - - - 21,242.00 28 21,610.00 POUND 3.50 75,635.00 - - - - 75,635.00 29 1.00 LUMP SUM 55,500.00 55,500.00 - - - - 55,500.00 30 1,670.00 SQ FT 4.75 7,932.50 - - - - 7,932.50 31 75.00 LIN FT 1,635.00 122,625.00 - - - - 122,625.00 32 330.00 CU YD 79.70 26,301.00 - - - - 26,301.00 33 640.00 CU YD 59.00 37,760.00 - - - - 37,760.00 34 242.00 LIN FT 230.50 55,781.00 - - - - 55,781.00 35 1.00 LUMP SUM 25,370.00 25,370.00 - - - - 25,370.00 36 4,020.00 SQ FT 46.40 186,528.00 - - - - 186,528.00 37 2.00 EACH 508.50 1,017.00 - 2.00 1,017.00 1,017.00 100% - 38 2.00 EACH 1,755.00 3,510.00 - - - - 3,510.00 39 2.00 EACH 540.00 1,080.00 - - - - 1,080.00 40 6.00 EACH 1,893.00 11,358.00 - - - - 11,358.00 41 2.00 EACH 4,719.00 9,438.00 - - - - 9,438.00 42 30.00 LIN FT 59.70 1,791.00 - 30.00 1,791.00 1,791.00 100% - 43 51.00 LIN FT 108.50 5,533.50 - - - - 5,533.50 44 45.00 LIN FT 64.70 2,911.50 - - - - 2,911.50 45 216.00 LIN FT 99.40 21,470.40 - - - - 21,470.40 46 96.00 LIN FT 213.00 20,448.00 - - - - 20,448.00 47 1.00 LUMP SUM 10,470.00 10,470.00 - - - - 10,470.00 48 1.00 EACH 3,299.00 3,299.00 - - - - 3,299.00 Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. REMOVE SIGN SALVAGE & REINSTALL MAILBOX EXCAVATION - SUBGRADE (EV) SAWING BITUMINOUS PAVEMENT (STREET) REMOVE SEWER PIPE (STORM) REMOVE BITUMINOUS PAVEMENT Application Date:Application Period:Application No.: MOBILIZATION SCHEDULE 1: COUNTY ROAD 52 REALIGNMENT B BASE BID % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) 05/31/26 SELECT GRANULAR EMBANKMENT (CV) - BOX CULVERT DITCH GRADING GRANULAR EMBANKMENT (CV) (P) CLEARING & GRUBBING Description Work Completed Materials Currently Stored (not in G) ($) Previous Estimate REMOVE BITUMINOUS DRIVEWAY PAVEMENT EXCAVATION - COMMON (EV) (P) AGGREGATE BASE CLASS 5 (100% CRUSHED) BITUMINOUS MATERIAL FOR TACK COAT TYPE SP 9.5 WEARING COURSE MIX (2,C) - 3.0" THICK TYPE SP 9.5 WEARING COURSE MIX (2,C) - TRAIL TYPE SP 12.5 WEARING COURSE MIX (3,C) - STREET GEOTEXTILE FABRIC TYPE 5, NON-WOVEN SUBGRADE PREPARATION (P) AGGREGATE SURFACING CLASS 2 LIMESTONE - HORSE TRAIL AGGREGATE SURFACING CLASS 2 LIMESTONE - SHOULDERING AGGREGATE SURFACING, 3/4" MINUS LIMESTONE - SELECT GRANULAR BORROW MOD (CV) (P) ANTI-GRAFFITI COATING - BOX CULVERT Progress Estimate - Unit Price Work City of Scandia Bolton & Menk, Inc. Peterson Companies, Inc. MnDNR Gateway Trail - Scandia Segment Owner: N13.117554Engineer: Contractor: Project: Contract: 12X12 PRECAST CONCRETE BOX CULVERT FINE AGGREGATE BEDDING (CV) - BOX CULVERT STRUCTURAL BACKFILL (CV) ORNAMENTAL METAL RAILING DESIGN T-5 PC - BOX CULVERT STRUCTURAL CONCRETE (1G52) - BOX CULVERT STRUCTURAL CONCRETE (3G52) - BOX CULVERT REINFORCEMENT BARS - BOX CULVERT REINFORCEMENT BARS (EPOXY COATED) - BOX CULVERT STRUCTURE EXCAVATION - BOX CULVERT 18" RC PIPE APRON 36" RC PIPE APRON 15" CS PIPE CULVERT 15" RC PIPE CULVERT, CLASS V 18" CS PIPE CULVERT MEMBRANE WATERPROOFING SYSTEM - BOX CULVERT STEEL SHEET PILING (PERMANENT) 15" CS PIPE APRON 15" RC PIPE APRON 18" CS PIPE APRON 18" RC PIPE CULVERT, CLASS V 36" RC PIPE CULVERT, CLASS IV DRAINAGE SYSTEM - BOX CULVERT CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (STO-9) - Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.2 of 4 Contractor's Application for Payment Owner's Project No.: Engineer's Project No.: Agency's Project No.: 1 From 03/01/26 to 05/31/26 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) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. Application Date:Application Period:Application No.: B % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) 05/31/26 Description Work Completed Materials Currently Stored (not in G) ($) Previous Estimate Progress Estimate - Unit Price Work City of Scandia Bolton & Menk, Inc. Peterson Companies, Inc. MnDNR Gateway Trail - Scandia Segment Owner: N13.117554Engineer: Contractor: Project: Contract: 49 1.00 EACH 5,228.00 5,228.00 - - - - 5,228.00 50 90.00 CU YD 96.30 8,667.00 - - - - 8,667.00 51 510.00 LIN FT 32.30 16,473.00 - - - - 16,473.00 52 60.00 SQ YD 133.00 7,980.00 - - - - 7,980.00 53 1.00 EACH 1,882.00 1,882.00 - - - - 1,882.00 54 1.00 LUMP SUM 15,220.00 15,220.00 - 1.00 15,220.00 15,220.00 100% - 55 4.00 EACH 3,752.00 15,008.00 - - - - 15,008.00 56 570.00 LIN FT 32.80 18,696.00 - - - - 18,696.00 57 1,270.00 LIN FT 46.90 59,563.00 - - - - 59,563.00 58 1,080.00 LIN FT 26.50 28,620.00 - - - - 28,620.00 59 1.00 LUMP SUM 5,602.00 5,602.00 - - - - 5,602.00 60 2.00 EACH 502.00 1,004.00 - - - - 1,004.00 61 65.69 SQ FT 124.50 8,178.41 - - - - 8,178.41 62 1.00 LUMP SUM 6,641.00 6,641.00 - - - - 6,641.00 63 2.00 EACH 166.00 332.00 - - - - 332.00 64 400.00 LIN FT 3.85 1,540.00 - - - - 1,540.00 65 4,360.00 LIN FT 3.30 14,388.00 - - - - 14,388.00 66 1,220.00 SQ YD 16.40 20,008.00 - - - - 20,008.00 67 880.00 POUND 1.35 1,188.00 - - - - 1,188.00 68 1.00 LUMP SUM 38,850.00 38,850.00 - - - - 38,850.00 69 9,680.00 SQ YD 1.85 17,908.00 - - - - 17,908.00 70 160.00 POUND 6.45 1,032.00 - - - - 1,032.00 71 30.00 POUND 13.70 411.00 - - - - 411.00 72 1,110.00 LIN FT 2.40 2,664.00 - - - - 2,664.00 73 3,900.00 LIN FT 2.40 9,360.00 - - - - 9,360.00 74 490.00 LIN FT 2.40 1,176.00 - - - - 1,176.00 75 290.00 LIN FT 5.30 1,537.00 - - - - 1,537.00 2,549,949.21 - 276,696.00 276,696.00 2,273,253.21 76 1.00 LUMP SUM 44,110.00 44,110.00 - 0.50 22,055.00 22,055.00 50% 22,055.00 77 1.00 LUMP SUM 28,530.00 28,530.00 - 0.80 22,824.00 22,824.00 80% 5,706.00 78 40.00 LIN FT 22.80 912.00 - - - - 912.00 79 250.00 LIN FT 7.20 1,800.00 - - - - 1,800.00 80 6,490.00 CU YD 14.20 92,158.00 - - - - 92,158.00 81 410.00 CU YD 19.90 8,159.00 - - - - 8,159.00 82 985.00 LIN FT 12.30 12,115.50 - - - - 12,115.50 83 3,960.00 CU YD 14.70 58,212.00 - - - - 58,212.00 84 350.00 CU YD 16.40 5,740.00 - - - - 5,740.00 85 1,300.00 SQ YD 6.55 8,515.00 - - - - 8,515.00 86 10,930.00 SQ YD 5.75 62,847.50 - - - - 62,847.50 87 1,120.00 TON 44.70 50,064.00 - - - - 50,064.00 88 6,110.00 TON 31.10 190,021.00 - - - - 190,021.00 89 90.00 GAL 4.25 382.50 - - - - 382.50 90 950.00 TON 104.00 98,800.00 - - - - 98,800.00 91 120.00 TON 146.00 17,520.00 - - - - 17,520.00 92 160.00 TON 123.00 19,680.00 - - - - 19,680.00 93 140.00 CU YD 69.40 9,716.00 - - - - 9,716.00 94 18.00 EACH 508.50 9,153.00 - - - - 9,153.00 95 2.00 EACH 540.00 1,080.00 - - - - 1,080.00 RANDOM RIPRAP, CLASS III CONCRETE CURB & GUTTER DESIGN B424 7" CONCRETE DRIVEWAY PAVEMENT CONCRETE DRAINAGE FLUME CONDUIT SYSTEM - BOX CULVERT CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (STO-5) - TYPE III BARRICADES SIGN PANELS TYPE C STABILIZED CONSTRUCTION EXIT STORM DRAIN INLET PROTECTION SEDIMENT CONTROL LOG TYPE WOOD FIBER END TREATMENT - TERMINAL TRAFFIC BARRIER DESIGN TYPE 31 6' CHAIN LINK FENCE - BLACK VINYL COATED SMALL ANIMAL FENCE - BLACK VINYL COATED TRAFFIC CONTROL SEED MIXTURE 25-141 SEED MIXTURE 35-241 4" SOLID LINE MULTI COMP GR IN - STREET (YELLOW) 4" SOLID LINE MULTI COMP GR IN - STREET (WHITE) 4" BROKEN LINE MULTI COMP GR IN - STREET (YELLOW) SCHEDULE 1: COUNTY ROAD 52 REALIGNMENT TOTAL SCHEDULE 2: DNR GATEWAY TRAIL - NORTH PORTION SILT FENCE, TYPE MS TRM CATEGORY 72 FERTILIZER TOPSOIL RESPREAD RAPID STABILIZATION METHOD 4 EXCAVATION - COMMON (EV) (P) EXCAVATION - SUBGRADE (EV) DITCH GRADING GRANULAR EMBANKMENT (CV) (P) EXCAVATION - BMP (EV) (P) 4" BROKEN LINE MULTI COMP - TRAIL (YELLOW) MOBILIZATION CLEARING & GRUBBING REMOVE SEWER PIPE (STORM) REMOVE FENCE TYPE SP 9.5 WEARING COURSE MIX (2,C) - TRAIL TYPE SP 9.5 WEARING COURSE MIX (3,C) - TRAILHEAD TYPE SP 12.5 WEARING COURSE MIX (3,C) - TRAILHEAD FINE FILTER AGGREGATE (LV) 15" CS PIPE APRON GEOTEXTILE FABRIC TYPE 5, NON-WOVEN SUBGRADE PREPARATION (P) AGGREGATE SURFACING CLASS 2 LIMESTONE - HORSE TRAIL AGGREGATE BASE CLASS 5 (100% CRUSHED) BITUMINOUS MATERIAL FOR TACK COAT 18" CS PIPE APRON Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.3 of 4 Contractor's Application for Payment Owner's Project No.: Engineer's Project No.: Agency's Project No.: 1 From 03/01/26 to 05/31/26 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) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. Application Date:Application Period:Application No.: B % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) 05/31/26 Description Work Completed Materials Currently Stored (not in G) ($) Previous Estimate Progress Estimate - Unit Price Work City of Scandia Bolton & Menk, Inc. Peterson Companies, Inc. MnDNR Gateway Trail - Scandia Segment Owner: N13.117554Engineer: Contractor: Project: Contract: 96 2.00 EACH 1,893.00 3,786.00 - - - - 3,786.00 97 4.00 EACH 815.00 3,260.00 - - - - 3,260.00 98 382.00 LIN FT 57.60 22,003.20 - - - - 22,003.20 99 40.00 LIN FT 69.60 2,784.00 - - - - 2,784.00 100 40.00 LIN FT 105.50 4,220.00 - - - - 4,220.00 101 80.00 LIN FT 69.80 5,584.00 - - - - 5,584.00 102 85.00 LIN FT 23.00 1,955.00 - - - - 1,955.00 103 80.00 LIN FT 23.30 1,864.00 - - - - 1,864.00 104 2.00 EACH 829.00 1,658.00 - - - - 1,658.00 105 120.00 CU YD 118.00 14,160.00 - - - - 14,160.00 106 130.00 SQ FT 20.40 2,652.00 - - - - 2,652.00 107 20.00 SQ FT 58.10 1,162.00 - - - - 1,162.00 108 4,560.00 LIN FT 33.60 153,216.00 - - - - 153,216.00 109 1.00 LUMP SUM 317.00 317.00 - - - - 317.00 110 10.50 SQ FT 124.50 1,307.25 - - - - 1,307.25 111 22.00 EACH 100.50 2,211.00 - - - - 2,211.00 112 2.00 EACH 8,105.00 16,210.00 - - - - 16,210.00 113 1.00 LUMP SUM 3,321.00 3,321.00 - - - - 3,321.00 114 2.00 EACH 166.00 332.00 - - - - 332.00 115 560.00 LIN FT 3.85 2,156.00 - - - - 2,156.00 116 9,930.00 LIN FT 2.75 27,307.50 - - - - 27,307.50 117 1,150.00 POUND 1.35 1,552.50 - - - - 1,552.50 118 1.00 LUMP SUM 52,710.00 52,710.00 - - - - 52,710.00 119 14,310.00 SQ YD 0.76 10,875.60 - - - - 10,875.60 120 250.00 SQ YD 1.85 462.50 - - - - 462.50 121 290.00 POUND 6.45 1,870.50 - - - - 1,870.50 122 10.00 POUND 25.00 250.00 - - - - 250.00 123 1,040.00 LIN FT 6.85 7,124.00 - - - - 7,124.00 124 1,130.00 LIN FT 5.30 5,989.00 - - - - 5,989.00 125 57.66 SQ FT 52.90 3,050.21 - - - - 3,050.21 1,074,865.76 - 44,879.00 44,879.00 1,029,986.76 3,624,814.97$ -$ 321,575.00$ -$ 321,575.00$ 9%3,303,239.97$ 126 (2.00) EA 508.50 (1,017.00) - (2.00) (1,017.00) (1,017.00)100% - 127 2.00 EA 540.00 1,080.00 - - - - 1,080.00 128 (30.00) LF 59.70 (1,791.00) - (30.00) (1,791.00) (1,791.00)100% - 129 30.00 LF 64.70 1,941.00 - - - - 1,941.00 130 (1.00) LS 15,220.00 (15,220.00) - (1.00) (15,220.00) (15,220.00)100% - 131 3.00 EA 1,371.53 4,114.59 - - - - 4,114.59 - - - - (10,892.41)$ (18,028.00)$ -$ (18,028.00)$ 166%7,135.59$ 3,613,922.56$ 303,547.00$ -$ 303,547.00$ 8%3,310,375.56$ PROJECT TOTAL CHANGE ORDER NO. 1 TOTAL BASE BID + CHANGE ORDER CONDUIT SYSTEM - BOX CULVERT DITCH CHECK (ERO-5B) CHANGE ORDER NO. 115" CS PIPE APRON 18" CS PIPE APRON 15" CS PIPE CULVERT 18" CS PIPE CULVERT BASE BID TOTAL 18" RC PIPE CULVERT, CLASS V 24" CS PIPE CULVERT 6" PVC PIPE DRAIN - PERFORATED 6" PVC PIPE DRAIN - NON PERFORATED 6" PVC PIPE DRAIN CLEANOUT 18" RC PIPE APRON 24" CS PIPE APRON 15" CS PIPE CULVERT 18" CS PIPE CULVERT SIGN PANELS, TYPE C INSTALL STRUCTURE MARKER KIOSK STABILIZED CONSTRUCTION EXIT STORM DRAIN INLET PROTECTION RANDOM RIPRAP, CLASS III 6" CONCRETE CURB RAMP WALK TRUNCATED DOMES WIRE FENCE TRAFFIC CONTROL PAVEMENT MESSAGE MULT COMP GR IN - ARROW RAPID STABILIZATION METHOD 4 SEED MIXTURE 25-141 SEED MIXTURE 35-241 4" SOLID LINE MULTI COMP GR IN - TRAILHEAD (WHITE) 4" BROKEN LINE MULTI COMP - TRAIL (YELLOW) SCHEDULE 2: DNR GATEWAY TRAIL - NORTH PORTION TOTAL SEDIMENT CONTROL LOG TYPE WOOD FIBER SILT FENCE, TYPE MS FERTILIZER TOPSOIL RESPREAD RAPID STABILIZATION METHOD 3 Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. 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