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09.d2 2024 Street Improvement Project - Contractor's Request for Payment No 3
14727 209 th St. N., Scandia, Minnesota 55073 Phone (651) 433-2274 Fax (651) 433-5112 https://www.cityofscandia.com July 16, 2024 Honorable Mayor and City Council City of Scandia 14727 209th Street N. Scandia, MN 55073-8503 Re: Contractor’s Request for Payment No. 3 2024 Street Improvement Project Dear Mayor and Council: Enclosed please find Contractor’s Request for Payment No. 3, for the 2024 Street Improvement Project. We recommend the council approve the Contractor’s Request for Payment No. 3 and pay $535,063.93 to Asphalt Surface Technologies Corporation. This amount includes work required to complete the following tasks on Phase 2 streets. Final grading roadways, ditch grading, base paving, and reclaiming. 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 Bubany, P.E. Project Engineer Enclosures: Contractor’s Request for Payment No. 3 Contractor's Application for Payment Owner:City of Scandia Owner's Project No.: Engineer:Bolton &Menk,Inc.Engineer's Project No.:0N1.131876 Contractor:Asphalt Surface Technologies Corporation Agency's Project No.: Project:2024 Street Improvement Project Contract: Application No.:3 Application Date:7/4/2024 Application Period:From 6/1/2024 to 7/4/2024 1.Original Contract Price $2,440,745.12 2.Net change by Change Orders $258,351.54 3.Current Contract Price (Line 1 +Line 2)$2,699,096.66 4.Total Work completed and materials stored to date (Sum of Column G Lump Sum Total and Column J Unit Price Total)$1,168,902.16 5.Retainage a.5%X $1,168,902.16 Work Completed $58,445.11 b.X $-Stored Materials $- c.Total Retainage (Line 5.a +Line 5.b)$58,445.11 6.Amount eligible to date (Line 4-Line 5.c)$1,110,457.05 7.Less previous payments $575,393.12 8.Amount due this application $535,063.93 9.Balance to finish,including retainage (Line 3 -Line 4)$1,530,194.50 Contractor's Certification The undersigned Contractor certifies,to the best of its knowledge,the following: (1)AII previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for Payment; (2)Title to all Work,materials and equipment incorporated in said Work,or otherwise listed in or covered by this Application for Payment,will pass to Owner at time of payment free and clear of all liens,security interests,and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such liens,security interest,or encumbrances);and (3)AII the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. Contractor:Asphalt Surface Technologies Corporation a/k/a ASTECH Corp. Signature:,Date:7-(0-20¥ Name:Loe ea boo Title:5aria,Lo Recommended by Bolton &Menk,Inc.Approved by City of Scandia(_°By:By: Name:I±LL_(bas4 Name: Title:'gt gieec Title: Date:2-11-Z24 Date: EJCDC C-620 Contractor's Application for Payment (c)2018 National Society of Professional Engineers for EJCDC.All rights reserved. Contractor's Application for Payment Owner's Project No.: Engineer's Project No.: Agency's Project No.: 3 From 06/01/24 to 07/04/24 A C D E F F1 F2 G H I J K L Item Quantity Units Unit Price ($) 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 112,000.00 112,000.00 0.50 56,000.00 0.70 78,400.00 78,400.00 70% 33,600.00 2 1.00 LUMP SUM 3,300.00 3,300.00 0.50 1,650.00 0.70 2,310.00 2,310.00 70% 990.00 3 1.00 LUMP SUM 5,000.00 5,000.00 3.00 15,000.00 3.00 15,000.00 15,000.00 300% (10,000.00) 4 8.00 EACH 990.00 7,920.00 12.00 11,880.00 12.00 11,880.00 11,880.00 150% (3,960.00) 5 1.00 EACH 660.00 660.00 1.00 660.00 1.00 660.00 660.00 100% - 6 10.00 EACH 302.50 3,025.00 - - - - - 3,025.00 7 4.00 EACH 440.00 1,760.00 4.00 1,760.00 4.00 1,760.00 1,760.00 100% - 8 3.00 EACH 209.00 627.00 3.00 627.00 3.00 627.00 627.00 100% - 9 2.00 EACH 195.80 391.60 2.00 391.60 2.00 391.60 391.60 100% - 10 40.00 LIN FT 12.10 484.00 40.00 484.00 40.00 484.00 484.00 100% - 11 627.00 LIN FT 11.88 7,448.76 695.00 8,256.60 695.00 8,256.60 8,256.60 111% (807.84) 12 1.00 EACH 242.00 242.00 1.00 242.00 1.00 242.00 242.00 100% - 13 2.00 EACH 286.00 572.00 2.00 572.00 2.00 572.00 572.00 100% - 14 35.00 EACH 170.50 5,967.50 35.00 5,967.50 35.00 5,967.50 5,967.50 100% - 15 2.00 EACH 550.00 1,100.00 2.00 1,100.00 2.00 1,100.00 1,100.00 100% - 16 200.00 SQ YD 13.22 2,644.00 91.00 1,203.02 253.00 3,344.66 3,344.66 127% (700.66) 17 232.00 LIN FT 3.50 812.00 252.00 882.00 252.00 882.00 882.00 109% (70.00) 18 71,260.00 SQ YD 0.84 59,858.40 41,330.80 34,717.87 71,260.00 59,858.40 59,858.40 100% - 19 727.00 LIN FT 3.08 2,239.16 519.50 1,600.06 519.50 1,600.06 1,600.06 71% 639.10 20 190.00 LIN FT 5.50 1,045.00 195.00 1,072.50 195.00 1,072.50 1,072.50 103% (27.50) 21 1,405.00 LIN FT 16.80 23,604.00 1,548.00 26,006.40 1,713.00 28,778.40 28,778.40 122% (5,174.40) 22 640.00 CU YD 22.00 14,080.00 - - 64.00 1,408.00 1,408.00 10% 12,672.00 23 2,600.00 CU YD 16.50 42,900.00 - - 434.40 7,167.60 7,167.60 17% 35,732.40 24 770.00 CU YD 31.90 24,563.00 205.00 6,539.50 205.00 6,539.50 6,539.50 27% 18,023.50 25 7,130.00 SQ YD 1.10 7,843.00 - - 976.00 1,073.60 1,073.60 14% 6,769.40 26 2,300.00 CU YD 24.64 56,672.00 - - 1,602.19 39,477.96 39,477.96 70% 17,194.04 27 560.00 TON 26.07 14,599.20 - - 146.49 3,818.99 3,818.99 26% 10,780.21 28 71,260.00 SQ YD 1.10 78,386.00 29,929.20 32,922.12 56,295.40 61,924.94 61,924.94 79% 16,461.06 29 3,180.00 TON 31.46 100,042.80 181.14 5,698.66 181.14 5,698.66 5,698.66 6% 94,344.14 30 20.00 TON 44.80 896.00 - - - - - 896.00 31 50.00 TON 44.80 2,240.00 - - 22.29 998.59 998.59 45% 1,241.41 32 390.00 TON 35.00 13,650.00 - - 47.72 1,670.20 1,670.20 12% 11,979.80 33 540.00 SQ YD 49.50 26,730.00 - - - - - 26,730.00 34 6,900.00 TON 88.11 607,959.00 - - - - - 607,959.00 35 11,500.00 TON 86.26 991,990.00 1,276.16 110,081.56 5,960.23 514,129.44 514,129.44 52% 477,860.56 36 5,590.00 GAL 3.30 18,447.00 - - - - - 18,447.00 37 200.00 SQ YD 44.00 8,800.00 - - 75.00 3,300.00 3,300.00 38% 5,500.00 38 3.00 EACH 1,727.00 5,181.00 3.00 5,181.00 3.00 5,181.00 5,181.00 100% - 39 398.00 LIN FT 50.60 20,138.80 376.00 19,025.60 376.00 19,025.60 19,025.60 94% 1,113.20 40 24.00 EACH 467.50 11,220.00 22.00 10,285.00 22.00 10,285.00 10,285.00 92% 935.00 41 274.00 LIN FT 67.10 18,385.40 344.00 23,082.40 344.00 23,082.40 23,082.40 126% (4,697.00) 42 15.00 EACH 1,382.70 20,740.50 17.00 23,505.90 17.00 23,505.90 23,505.90 113% (2,765.40) 43 1.00 EACH 1,457.50 1,457.50 1.00 1,457.50 1.00 1,457.50 1,457.50 100% - 44 45.00 EACH 71.50 3,217.50 - - 43.00 3,074.50 3,074.50 96% 143.00 45 1.00 EACH 1,980.00 1,980.00 1.00 1,980.00 1.00 1,980.00 1,980.00 100% - 46 1.00 EACH 3,245.00 3,245.00 1.00 3,245.00 1.00 3,245.00 3,245.00 100% - 47 1.00 EACH 5,313.00 5,313.00 1.00 5,313.00 1.00 5,313.00 5,313.00 100% - 48 1.00 EACH 605.00 605.00 1.00 605.00 1.00 605.00 605.00 100% - 49 76.00 EACH 220.00 16,720.00 76.00 16,720.00 76.00 16,720.00 16,720.00 100% - 27" DIA STORM SEWER CBBH, INCL NEW CSTG (DETAIL H) 4' DIA STORM SEWER MH, INCL SALVAGED CSTG (STO-3) 5' DIA STORM SEWER CBMH, INCL SALVAGED CSTG (DETAIL ADJUST SALVAGED SAN MH CSTG, INCL HDPE RINGS CULVERT END PROTECTION 15" CMP, APRON (DRIVEWAY) 15" RC PIPE (CLASS 5) 15" RC PIPE APRON 21" RC PIPE APRON STRUCTURE MARKER TYPE SP 12.5 LOWER WEARING COURSE MIXTURE (3,C) BITUMINOUS MATERIAL FOR TACK COAT TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) - DRIVEWAY CONNECT TO EXISTING STORM SEWER 15" CMP, CULVERT (DRIVEWAY) AGGREGATE SURFACING, 3/4" MINUS LIMESTONE - AGGREGATE SURFACING, 1/2" MINUS TRAP ROCK - AGGREGATE SURFACING CLASS 5 BITUMINOUS PATCH SPECIAL TYPE SP 9.5 UPPER WEARING COURSE MIXTURE (3,C) GEOTEXTILE FABRIC, TYPE V NON-WOVEN HAUL AWAY EXCESS RECLAIM MATERIAL TO CITY GRAVEL AGGREGATE BASE, CLASS 5 TOLERANCE RECLAIM (P) AGGREGATE SHOULDERING, CLASS 2 LIMESTONE SALVAGE CASTING SALVAGE METAL APRON TELEVISE STORM PIPE DITCH GRADING SALVAGE AND REINSTALL RECLAIM MATERIAL (P) SUBGRADE EXCAVATION (EV) COMMON EXCAVATION (LV) REMOVE DRAINAGE STRUCTURE REMOVE BITUMINOUS PAVEMENT - DRIVEWAY SAW CUT BITUMINOUS PAVEMENT - FULL DEPTH RECLAIM BITUMINOUS PAVEMENT (8" THICK) (P) CLEAN PIPE CULVERT Progress Estimate - Unit Price Work City of Scandia Bolton & Menk, Inc. Asphalt Surface Technologies Corporation a/k/a ASTECH Corp. 2024 Street Improvement Project Owner: 0N1.131876 BASE BID % of Value of Item (J / F) (%) Balance to Finish (F - J) ($) MOBILIZATION TRAFFIC CONTROL Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Application No.: Engineer: Contractor: Project: Contract: Previous Estimate 07/04/24 B Contract Information Bid Item No. CLEARING AND GRUBBING REMOVE TREE SALVAGE PIPE CULVERT REMOVE STORM PIPE/CULVERT REMOVE TRASH GUARD REMOVE CONCRETE APRON REMOVE METAL APRON REMOVE STUMP SALVAGE AND REINSTALL MAILBOX SALVAGE AND REINSTALL DELINEATOR Application Date:Application Period: Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.1 of 3 Contractor's Application for Payment Owner's Project No.: Engineer's Project No.: Agency's Project No.: 3 From 06/01/24 to 07/04/24 A C D E F F1 F2 G H I J K L Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Quantity Previous Estimate Value Previous Estimate Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) Progress Estimate - Unit Price Work City of Scandia Bolton & Menk, Inc. Asphalt Surface Technologies Corporation a/k/a ASTECH Corp. 2024 Street Improvement Project Owner: 0N1.131876 % of Value of Item (J / F) (%) Balance to Finish (F - J) ($)Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Application No.: Engineer: Contractor: Project: Contract: Previous Estimate 07/04/24 B Contract Information Bid Item No. Application Date:Application Period: 50 2.00 EACH 200.00 400.00 1.00 200.00 1.00 200.00 200.00 50% 200.00 51 400.00 LIN FT 4.95 1,980.00 1,168.00 5,781.60 1,368.00 6,771.60 6,771.60 342% (4,791.60) 52 10.00 CU YD 115.50 1,155.00 4.00 462.00 19.00 2,194.50 2,194.50 190% (1,039.50) 53 20.00 CU YD 115.50 2,310.00 12.00 1,386.00 12.00 1,386.00 1,386.00 60% 924.00 54 770.00 CU YD 44.00 33,880.00 22.00 968.00 60.42 2,658.48 2,658.48 8% 31,221.52 55 950.00 SQ YD 4.40 4,180.00 359.00 1,579.60 633.00 2,785.20 2,785.20 67% 1,394.80 56 3,670.00 SQ YD 4.40 16,148.00 1,196.00 5,262.40 3,199.00 14,075.60 14,075.60 87% 2,072.40 57 19,500.00 LIN FT 0.82 15,990.00 - - - - - 15,990.00 2,434,745.12 451,354.39 1,013,940.48 - 1,420,804.64 58 1.00 LUMP SUM 6,000.00 6,000.00 1.00 6,000.00 1.00 6,000.00 6,000.00 100% - 6,000.00 6,000.00 6,000.00 - - 2,440,745.12$ 457,354.39$ 1,019,940.48$ -$ 1,019,940.48$ 42%1,420,804.64$ 59 1.00 EA 209.00 209.00 1.00 209.00 1.00 209.00 209.00 100% - 60 184.00 LF 11.88 2,185.92 184.00 2,185.92 184.00 2,185.92 2,185.92 100% - 61 8.00 EA 170.50 1,364.00 8.00 1,364.00 8.00 1,364.00 1,364.00 100% - 62 252.00 LF 3.50 882.00 166.00 581.00 166.00 581.00 581.00 66% 301.00 63 7,940.00 SY 0.84 6,669.60 7,940.00 6,669.60 7,940.00 6,669.60 6,669.60 100% - 64 214.00 LF 3.08 659.12 107.00 329.56 107.00 329.56 329.56 50% 329.56 65 85.00 LF 16.80 1,428.00 94.00 1,579.20 94.00 1,579.20 1,579.20 111% (151.20) 66 290.00 CY 16.50 4,785.00 45.00 742.50 45.00 742.50 742.50 16% 4,042.50 67 800.00 SY 1.10 880.00 135.00 148.50 135.00 148.50 148.50 17% 731.50 68 350.00 CY 24.64 8,624.00 45.00 1,108.80 45.00 1,108.80 1,108.80 13% 7,515.20 69 7,940.00 SY 1.10 8,734.00 7,940.00 8,734.00 7,940.00 8,734.00 8,734.00 100% - 70 390.00 TN 31.46 12,269.40 146.05 4,594.73 146.05 4,594.73 4,594.73 37% 7,674.67 71 20.00 TN 44.80 896.00 10.15 454.72 10.15 454.72 454.72 51% 441.28 72 40.00 TN 35.00 1,400.00 - - - - - 1,400.00 73 60.00 SY 49.50 2,970.00 - - - - - 2,970.00 74 770.00 TN 88.11 67,844.70 - - - - - 67,844.70 75 1,280.00 TN 86.26 110,412.80 1,142.74 98,572.75 1,142.74 98,572.75 98,572.75 89% 11,840.05 76 630.00 GAL 3.30 2,079.00 - - - - - 2,079.00 77 34.00 LF 46.20 1,570.80 34.00 1,570.80 34.00 1,570.80 1,570.80 100% - 78 2.00 EA 302.50 605.00 2.00 605.00 2.00 605.00 605.00 100% - 79 30.00 LF 50.60 1,518.00 30.00 1,518.00 30.00 1,518.00 1,518.00 100% - 80 2.00 EA 467.50 935.00 2.00 935.00 2.00 935.00 935.00 100% - 81 64.00 EA 67.10 4,294.40 64.00 4,294.40 64.00 4,294.40 4,294.40 100% - 82 4.00 EA 1,382.70 5,530.80 4.00 5,530.80 4.00 5,530.80 5,530.80 100% - 83 9.00 EA 71.50 643.50 - - 9.00 643.50 643.50 100% - 84 1.00 EA 665.50 665.50 1.00 665.50 1.00 665.50 665.50 100% - 85 15.00 EA 220.00 3,300.00 15.00 3,300.00 15.00 3,300.00 3,300.00 100% - 86 1.00 EA 200.00 200.00 1.00 200.00 1.00 200.00 200.00 100% - 87 70.00 CY 44.00 3,080.00 33.00 1,452.00 33.00 1,452.00 1,452.00 47% 1,628.00 88 300.00 SY 4.40 1,320.00 - - 171.00 752.40 752.40 57% 567.60 89 90.00 SY 4.40 396.00 222.00 976.80 50.00 220.00 220.00 56% 176.00 CULVERT END PROTECTION STORM DRAIN INLET PROTECTION COMMON TOPSOIL BORROW (LV) TURF RESTORATION, SEED MIXTURE (25-131), AND BLANKET TURF RESTORATION, SEED MIXTURE (35-241), AND BLANKET 15" CMP, APRON (DRIVEWAY) 15" RC PIPE (CLASS 5) 15" RC PIPE APRON STRUCTURE MARKER ADJUST SALVAGED STRM CB CSTG, INCL HDPE RINGS TYPE SP 12.5 LOWER WEARING COURSE MIXTURE (3,C) BITUMINOUS MATERIAL FOR TACK COAT 12" CMP, CULVERT 12" CMP, APRON 15" CMP, CULVERT (DRIVEWAY) AGGREGATE SHOULDERING, CLASS 2 LIMESTONE AGGREGATE SURFACING, 1/2" MINUS TRAP ROCK - AGGREGATE SURFACING, CLASS 5 BITUMINOUS PATCH SPECIAL TYPE SP 9.5 UPPER WEARING COURSE MIXTURE (3,C) DITCH GRADING SUBGRADE EXCAVATION GEOTEXTILE FABRIC, TYPE V NON-WOVEN HAUL AWAY EXCESS RECLAIMED MATERIAL TO CITY GRAVEL TOLERANCE RECLAIM (P) REMOVE STORM PIPE/CULVERT REMOVE METAL APRON SAW CUT BITUMINOUS PAVEMENT - FULL DEPTH RECLAIM BITUMINOUS PAVEMENT (8" THICK) (P) CLEAN PIPE CULVERT TURF RESTORATION, SEED MIXTURE (25-131), AND BLANKET TURF RESTORATION, SEED MIXTURE (35-241), AND BLANKET 4" DOUBLE YELLOW LINE, MULTI COMP CLEARING AND GRUBBING SALVAGE CASTING STORM DRAIN INLET PROTECTION BIOLOG RANDOM RIP RAP CLASS II RANDOM RIP RAP CLASS III COMMON TOPSOIL BORROW (LV) ALTERNATE 1 BASE BID TOTAL ALTERNATE 1 TOTAL CHANGE ORDER 1 BASE BID + ALTERNATE 1 TOTAL 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.: 3 From 06/01/24 to 07/04/24 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) ($) Progress Estimate - Unit Price Work City of Scandia Bolton & Menk, Inc. Asphalt Surface Technologies Corporation a/k/a ASTECH Corp. 2024 Street Improvement Project Owner: 0N1.131876 % of Value of Item (J / F) (%) Balance to Finish (F - J) ($)Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Application No.: Engineer: Contractor: Project: Contract: Previous Estimate 07/04/24 B Contract Information Bid Item No. Application Date:Application Period: 258,351.54$ 148,322.58$ 148,961.68$ -$ 148,961.68$ 58%109,389.86$ 2,699,096.66$ 605,676.97$ 1,168,902.16$ -$ 1,168,902.16$ 43%1,530,194.50$ PROJECT TOTAL CHANGE ORDER 1 TOTAL BASE BID, ALTERNATE 1 + CHANGE ORDER 1 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