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4.3 SR 06-20-2022City of River To Mayor and City Council Agenda Section Meeting Date Consent June 20, 2022 Item Description Pay Estimates Request for Action Item Number 4.3 Prepared by Ryan Sandhoefner, Engineer 1 Reviewed by Justin Femrite P.E., Public Works Director Reviewed by Cal Portner, City Administrator Action Requested Approve, by motion, the pay estimates detailed below. Background/Discussion The following pay estimates have been reviewed and found to be accurate and in accordance with approved contracts. Financial Impact PROJECT 2022 Street Improvements Fire Station #3 Trott Brook Tennis Courts Nature's Edge Business Center 3rd Addition Mission/Policy/Goal Opportunity to live, work, and play. Attachments ■ Pay Estimate 1 — North Valley Inc. ■ Pay Estimate 16 — Terra Construction ■ Pay Estimate 1 — Northwest Asphalt, Inc. ■ Pay Estimate 3 — Northwest Asphalt, Inc. Pay Est. # 1 — Partial 16 — Partial 1 — Partial 3 — Partial Contractor Amount North Valley Inc. $163,669.04 Terra Construction $485,878.18 Northwest Asphalt, Inc. $4,120.00 Northwest Asphalt, Inc. $585,278.84 The Elk River Vision P I I E I E I I Y A n eltioming community avith revolutionary and spirited resourcefulness, exceptionalAU service, and community engagement that encourages and inspires prosperity. Updated. August 2020 PAY ESTIMATE #1- WORK COMPLETE THROUGH JUNE 2, 2022 CONTRACTOR: North Valley Inc. 2022 STREET IMPROVEMENTS 20015 Iguana St. CITY OF ELK RIVER, MINNESOTA Nowthen, MN 55330 E ITEM Approx. Contract Contract Quantity this Due this Used f NO. ITEM Quant. Unit Unit Price Amount Application Application to Date Amount to Date I STREET -TYPE 9.5 WEARING COURSE MIXTURE (SPWEA240C) 2150 TON $ 87.68 $ 188,512.00 669.92 $ 58,738.59 669.92 $ 58,738.59 2 TRAIL -TYPE 9.5 WEARING COURSE MIXTURE (SPWEA240C) 360 TON $ 91.81 $ 33,051.60 134.29 $ 12,329.16 134.29 $ 12,329.16 3 BITUMINOUS PATCH 50 SY $ 54.27 $ 2,713.50 413 $ 22,413.51 413 $ 22,413.51 4 TURF RESTORATION 3800 SY $ 4.80 $ 18,240.00 0 $ - 0' $ - 5 MILL BITUMINOUS SURFACE (TAPER 1.25" - 0") 19000 LF $ 0.88 $ 16,720.00 3185 $ 2,802.80 31851 $ 2,802.80 6 MICRO SEALING 18500 SY $ 3.83 $ 70,855.00 0 $ - 0 $ - C 7 SUBGRADE CORRECTION 40 SY $ 95.99 $ 3,839.60 702 $ 67,384.98 702+ $ 67,384.98 8 4" DOUBLE SOLID LINE - EPDXY 5000 LF $ 0.89 $ 4,450.00 0 $ - 01 $ - TOTAL $ 338,381.70 $ 163,669.04 $ 163,669.04 PREVIOUS PAYMENTS $ - DUE THIS PAY ESTIMATE CONTRACTOR: ENGINEER. $ 163,669.04 North Valley, Inc. Justin Femrite, P.E. BY: v BY: I DATE: (i l - Z ZZ 401-4-8080-4530 0 Document G7020 -1992 Application and Certificate for Payment TO OWNER: City of Elk River PROJECT 13065 Orono Parkway NW Elk River, MN 55330 Code: 421-4-2310-4520 20-705 Elk River Fire Station #3 FROM Terra General Contractors VIA BKV Group CONTRACTOR: 21025 Commerce Blvd Ste 1000 ARCHITECT: 222 N 2nd St, #101 Rogers MN 55374 MInneapolis, MN 55401 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. AIA Document G7030, Continuation Sheet, is attached. 1.ORIGINAL CONTRACT SUM................................................................................ $6,898,246.00 2. NET CHANGE BY CHANGE ORDERS................................................................. $814.69 3. CONTRACT SUM TO DATE (Line 1 1 2)............................................................ $6,899,060.69 4. TOTAL COMPLETED & STORED TO DATE (Column G on G703) ................. $6,669,168.61 5. RETAINAGE: a. 5.00 % of Completed Work (Column D + E on G703) $333,458.43 b. 0 % of Stored Material (Column F on G703) $0.00 Total Retainage (Lines 5a + 5b or Total in Column I of G703) ................. $333,458.43 6. TOTAL EARNED LESS RETAINAGE................................................................... $6,335,710.18 (Line 4 Less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT ............................................ $5,849,832.00 (Line 6 from prior Certificate) 8. CURRENT PAYMENT DUE.......................................................................... $485,878.181 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) $563,350.51 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS (Total changes approved in previous months by Owner $0.00 $0.00 (Total approved this Month $914.691 $0.00 TOTALS $814.691 $0.00 INET CHANGES by Change Order $814.69 APPLICATION NO: 20-705-016 Distribution to: PERIOD TO: May 31, 2022 OWNER: CONTRACT FOR: General Construction ARCHITECT: CONTRACT DATE: October 19, 2020 PROJECT NOS: / 20-705 / CONTRACTOR: FIELD: ❑ OTHER: ❑ The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance wit the Contract Documents, that all amounts have been paid by the Contractor for Wor or which previous Certificates for Payment were issued and payments receiv fro t Owner, and that current payment shown he in i now due. CONTRACTORA 9 %02 By: Date: / (/ State of: Mi esota County of: Hennepin TERESA L JENSEN Subscribed and sworn to b fore Notary Public, State of Minnesota me this day of �� 1J zz t"� a My Commission Expires January 31, 2026 Notary P Veires: ensen My CommissioJanuary 31, 2026 ARCHITECT'S CERTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on -site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED...................................................................................... $485,878.18 (Attach explanation if amount certified differs from the amount applied. Initial all figures on this Application and on the Continuation Sheet that are changed to conform with the amount certified.) ARCHITECT: By: ALn=_4 Date: June 9, 2022 This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. AIA Document G702®— 1992. Copyright @ 1953, 1963, 1965, 1971, 1978, 1983 and 1992 by The American Institute of Architects. All rights reserved. The "American Institute of Architects," "AIA," the AIA Logo, "G702," and "AIA Contract Documents" are registered trademarks and may not be used without permission. This document was produced by AIA software at 13:35:14 CT on 06/09/2022 under Order No.2114310719 which expires on 04/24/2023, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (369ADA4E) �� Terra CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A A.1 B SUBCONTRACTOR ITEM BID DESCRIPTION OF WORK VENDOR NO. PACK EMPLOYEE NO. COST CODE Preconstruction 01-0002 Preconstruction Bonds & Insurance 01-0100 Bonds & Insurance Permit 01-0110 Permit CM General Requirements 01-0120 CM General Requirements CM Contingency 01-0130 CM Contingency CM Fee 01-0150 CM Fee Thomsen Construction Services 03-3300 3A Footings/Pads Thomsen Construction Services 03-3300 3A Footings Labor Thomsen Construction Services 03-3300 3A Walls Material Thomsen Construction Services 03-3300 3A Walls Labor Thomsen Construction Services 03-3300 3A Slab on Grade Material Thomsen Construction Services 03-3300 3A Slab on Grade Labor Thomsen Construction Services 03-3300 3A Reinforcing Material Thomsen Construction Services 03-3300 3A CO#1 PR#4 Stepped Footings Thomsen Construction Services 03-3300 3A CO#2 B/C to Dryden Thomsen Construction Services 03-3300 3A CO#3 RFI#33 Stepped footings for B" Storm Thomsen Construction Services 03-3300 3A CO#4 RFI#37 Extended Foundation @ 166 Thomsen Construction Services 03-3300 3A CO#5 Footings along GL-B Thomsen Construction Services 03-3300 3A CO#6 PR#19 Wellness Room Thomsen Construction Services 03-3300 3A CO#7 Concrete in Trash Enclosure (From Klein) Concrete Treatments 03-3350 3B & 9E Polished Concrete and Resinous Flooring Concrete Treatments 03-3350 3B & 9E CO#1 ASI#BR Changed Polished Flooring Concrete Treatments 03-3350 3B & 9E CO#2 ASI#10 Stained Floor Logo in Lobby 116 Concrete Treatments 03-3350 3B & 9E CO#3 Moisture Mitigation at App Bay Floor Ultra Concrete 03-3390 32D Bond Ultra Concrete 03-3390 32D Curb Ultra Concrete 03-3390 32D Bollards/Flag Pole Footings Ultra Concrete 03-3390 32D Sidewalks/Paving Ultra Concrete 03-3390 32D CO#1 PR#7 Water Service Ultra Concrete 03-3390 32D CO#2 Replacing Asphalt w/ Concrete at N side of App Bay Camco Construction 04-4200 4A Masonry -Bond Camco Construction 04-4200 4A Masonry-Rebar Camco Construction 04-4200 4A Masonry-Misc Masonry Materials Camco Construction 04-4200 4A Masonry -Insulation Camco Construction 04-4200 4A Masonry -Grout Material Camco Construction 04-4200 4A Masonry -Grout Labor Camco Construction 04-4200 4A Masonry -Stone Material Camco Construction 04-4200 4A Masonry -Stone Labor Camco Construction 04-4200 4A Masonry-Facebr¢k Material Camco Construction 04-4200 4A Masonry-Facebr¢k Labor Camco Construction 04-4200 4A Masonry -Precast Material Camco Construction 04-4200 4A Masonry -Precast Labor Camco Construction 04-4200 4A Masonry-CMU Material AIA DOCUMENT G703 C CA C.2 C.3 D E F SCHEDULED CHANGE BUDGET REVISED WORK CO APLETED MATERIALS VALUE ORDERS REVISION/ SCHEDULED FROM PREVIOUS THIS PERIOD PRESENTLY CONTINGENCY VALUE APPLICATION STORED TRANSFER (D+ E) (NOT IN D OR E) $ 10,000.00 $ 76,368.00 $ 400.00 $ 724,061.00 $ $ 233,000.00 $ 101,734.00 $ 22,000.00 $ $ 32,000.00 $ $ 14,000.00 $ $ 60,000.00 $ $ 73,000.00 $ $ 112,900.00 $ $ 35,000.00 $ $ 73,189.00 $ $ 2,400.00 $ $ 37,000.00 $ $ 9,800.00 $ $ 170,800.00 $ S - S 15,000.00 40,000.00 115,000.00 20,000.00 42,000.00 50,000.00 60,000.00 42,000.00 75,000.00 230,000.00 35,000.00 40,000.00 100,000.00 Page l/10 $ 10,000.00 $ 10,000.00 $ - $ 76,368.00 $ 76,368.00 $ 1,033.46 $ 1,433.46 $ 1,433.46 $ (23,154.35) $ 700,906.65 $ 687,015.70 $ 12,714.55 $ (224,466.82) $ 8,533.18 $ - $ 101,734.00 $ 90,812.61 $ - $ 22,000.00 $ 22,000.00 $ - $ 32,000.00 $ 32,000.00 $ - $ 14,000.00 $ 14,000.00 $ - $ 60,000.00 $ 60,000.00 $ - $ 73,000.00 $ 70,750.00 $ 2,250.00 $ - $ 112,900.00 $ 105,500.00 $ 7,400.00 $ - $ 35,000.00 $ 35,000.00 $ 2,500.00 $ 2,500.00 $ 2,500.00 $ 500.00 $ 500.00 $ 500.00 $ 600.00 $ 600.00 $ 600.00 $ 550.00 $ 550.00 $ 550.00 $ 2,480.00 $ 2,480.00 $ 2,480.00 $ 5,150.00 $ 5,150.00 $ 5,150.00 $ 650.00 $ 650.00 $ - $ 650.00 $ - $ 73,189.00 $ 73,189.00 $ (3,639.00) $ (3,839.00) $ (3,839.00) $ (1,000.00) $ (1,000.00) $ (1,000.00) $ 6,565.00 $ 6,565.00 $ 6,565.00 $ - $ 2,400.00 $ 2,400.00 $ - $ 37,000.00 $ 21,000.00 $ 16,000.00 $ - $ 9,800.00 $ - $ 5,660.00 $ - $ 170,800.00 $ - $ 145,180.00 $ (994.93) $ (994.93) $ - $ 11,593.62 $ 11,593.62 $ - $ - $ 15,000.00 $ 15,000.00 $ - $ 40,000.00 $ 40,000.00 $ - $ 115,000.00 $ 115,000.00 $ - $ 20,000.00 $ 20,000.00 $ - $ 42,000.00 $ 42,000.00 $ - $ 50,000.00 $ 50,000.00 $ - $ 60,000.00 $ 60,000.00 $ - $ 42,000.00 $ 42,000.00 $ - $ 75,000.00 $ 75,000.00 $ - $ 230,000.00 $ 230,000.00 $ - $ 35,000.00 $ 35,000.00 $ - $ 40,000.00 $ 40,000.00 $ - $ 100,000.00 $ 100,000.00 Tara Prolewt Number 20 705 0 k River F reStati on #3 City of El k River APPLICATION NO: 16 APPLICATION DATE: 5/31/22 PERIOD TO: 5/31/22 G H I TOTAL % BALANCE RETAINAGE COMPLETED (G+C) TO FINISH (IF VARIABLE AND STORED (C -G) RATE) TO DATE (D+E+F) $ 10,000.00 100.00% $ - $ 500.00 $ 76,368.00 100.00% $ - $ 3,818.40 $ 1,433.46 100.00% $ - $ 71.67 $ 699,730.25 99.63% $ 1,176.40 $ 34,986.51 $ - 0.00% $ 8,533.18 $ - $ 90,812.61 69.26% $ 10,921.39 $ 4,540.63 $ 22,000.00 100.00% $ - $ 1,100.00 $ 32,000.00 100.00% $ - $ 1,600.00 $ 14,000.00 100.00% $ - $ 700.00 $ 60,000.00 100.00% $ - $ 3,000.00 $ 73,000.00 100.00% $ - $ 3,650.00 $ 112,900.00 100.00% $ - $ 5,645.00 $ 35,000.00 100.00% $ - $ 1,750.00 $ 2,500.00 100.00% $ - $ 125.00 $ 500.00 100.00% $ - $ 25.00 $ 600.00 100.00% $ - $ 30.00 $ 550.00 100.00% $ - $ 27.50 $ 2,480.00 100.00% $ - $ 124.00 $ 5,150.00 100.00% $ - $ 257.50 $ 650.00 100.00% $ - $ 42.50 $ 73,189.00 100.00% $ - $ 3,659.45 $ (3,839.00) 100.00% $ - $ (191.95) $ (1,000.00) 100.00% $ $ (50.00) $ 6,565.00 100.00% $ - $ 326.25 $ 2,400.00 100.00% $ - $ 120.00 $ 37,000.00 100.00% $ - $ 1,850.00 $ 5,660.00 60.00% $ 3,920.00 $ 294.00 $ 145,180.00 65.00% $ 25,620.00 $ 7,259.00 $ - 0.00% $ (994.93) $ - $ - 0.00% $ 11,593.62 $ - $ 15,000.00 100.00% $ - $ 750.00 $ 40,000.00 100.00% $ - $ 2,000.00 $ 115,000.00 100.00% $ - $ 5,750.00 $ 20,000.00 100.00% $ - $ 1,000.00 $ 42,000.00 100.00% $ - $ 2,100.00 $ 50,000.00 100.00% $ - $ 2,500.00 $ 60,000.00 100.00% $ - $ 3,000.00 $ 42,000.00 100.00% $ - $ 2,100.00 $ 75,000.00 100.00% $ - $ 3,750.00 $ 230,000.00 100.00% $ - $ 11,500.00 $ 35,000.00 100.00% $ - $ 1,750.00 $ 40,000.00 100.00% $ - $ 2,000.00 $ 100,000.00 100.00% $ - $ 5,000.00 I Terra SUBCONTRACTOR VENDOR EMPLOYEE Camco Construction Camco Construction Camco Construction Camco Construction Camco Construction Camco Construction Camco Construction Camco Construction Camco Construction CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A A.1 B ITEM BID DESCRIPTION OF WORK NO. PACK NO. COST CODE 04-4200 04-4200 04-4200 04-4200 04-4200 04-4200 04-4200 04-4200 04-4200 C CA C.2 C.3 SCHEDULED CHANGE BUDGET REVISED VALUE ORDERS REVISION/ SCHEDULED CONTINGENCY VALUE TRANSFER 4A Masonry-CMU Labor $ 251,000.00 $ - $ 4A CO#1 ASI#5 Added 4'' Block $ - $ - $ 4A CO#2 Century Fence- Temp Fence Replacement from Delivery $ - $ - $ 4A CO#3 Added CMU at Sill of S3 per RFI#96 $ - $ - $ 4A CO#4 RFI#150 $ - $ - $ 4A CO#5 Physical Training Duct Work Patch (From PSM) $ - $ - $ 4A CO#6 RFI#201 Door Frame 108 Reinstall (To MCD) $ - $ - $ 4A CO#7 RFI#201 Bondo and Re -Install Door 108 (To Century) $ - $ - $ 4A CO#8 RFI#201 Repaainting Door Frame 108 (To Stembrecher) $ - $ - $ Distinctive Iron 05-5120 5A Structural Steel Material-Startup/Shop Drawings $ 38,200.00 Distinctive Iron 05-5120 5A Structural Steel -Material $ 75,000.00 Distinctive Iron 05-5120 5A Steel Material-Joist/Deck $ 115,553.75 Distinctive Iron 05-5120 5A Steel Material-Misc $ 67,006.25 Distinctive Iron 05-5120 5A CO#1 Salvaged Steel Bollards $ - Distinctrve Iron 05-5120 5A CO#2 Increased RTU Loads $ Distinctive Iron Iron 05-5120 5A CO#3 RFI#54 W8 Beam Connections $ Distinctive Iron Iron 05-5120 5A CO#4 RFI#46 Trench Drain Grates $ - Distinctrvelron 05-5120 5A CO#5 Predrilling Sill Angles for Centuryto Install $ Distinctive Iron Iron 05-5120 5A CO#6 RFI#69 Removal of 6x4x1/4'' Angle At OH App Doors $ Distinctive Iron Iron 05-5120 5A CO#7 ASI#8R Roof Transitions $ Distinctive Iron Iron 05-5120 5A CO#8 DI Pre Drilling $ Distinctive Iron Iron 05-5120 5A CO#9 COR#37 Added 2 Loose Lintels $ Distinctive Iron Iron 05-5120 5A CO#10 COR#38R Added Steel $ Distinctive Iron Iron 05-5120 5A CO#11 RFI#103 Angles Above W1 Windows $ Distinctive Iron Iron 05-5120 5A CO#12 RFI#109 $ Distinctive Iron Iron 05-5120 5A CO#13 RFI#100 $ Distinctive Iron Iron 05-5120 5A CO#14 Replacement MC6x12 $ - Distinctrvelron 05-5120 5A CO#15 Support for P3 At App Bay $ Distinctive Iron Iron 05-5120 5A CO#16 RFI#156 Angle Iron Material $ - Distinctrvelron 05-5120 5A CO#17 Added Steel Plate at Training Tower $ Distinctive Iron Iron 05-5120 5A CO Trash Gate $ - Patriot Erectors 05-5121 5B Structural Steel Erection $ 58,000.00 Patriot Erectors 05-5121 5B Joists & Decking $ 29,575.00 Patriot Erectors 05-5121 5B Metal Fabrications $ 26,175.00 Patriot Erectors 05-5121 5B Bond $ 4,000.00 Patriot Erectors 05-5121 5B CO#1 PR#2R Clerestory Head Detail $ - Patriot Erectors 05-5121 5B CO#2 LT GA 3x3 Cavity Closure Angle Install $ - Patriot Erectors 05-5121 5B CO#3 RFI#69 Removal of angle at App Doors $ - Patriot Erectors 05-5121 5B CO#4 ASI#8R Roof Transition $ - Patriot Erectors 05-5121 5B CO#5 RFI#92 Slab Edge Detail at Mezzanine Opening $ - Patriot Erectors 05-5121 5B CO#6 PR#16 $ - Patriot Erectors 05-5121 5B CO#7 RFI#103 Angles Above W1 Windows $ - Patriot Erectors 05-5121 5B CO#8 RFI#109 $ - Patriot Erectors 05-5121 5B CO#9 RFI#100 $ - Patriot Erectors 05-5121 5B CO#10 RFI #101 $ - PatriotErectors 05-5121 5B CO#11 RFI#156 Additional Angle Iron for Fan $ - Page 2 / 10 7,661.00 (1,977.19) 1,655.00 (678.00) 744.50 (740.00) (479.27) (717.00) 87,196.25 (1,232.00) 1,305.28 1,406.22 415.34 676.41 (2,038.93) 6,193.52 468.54 512.65 3,702.44 1,062.67 (212.00) 2,775.64 2,135.02 (212.00) 1,203.29 833.64 2,730.55 6,784.00 1,272.00 (1,060.00) 530.00 230.00 477.00 424.00 212.00 742.00 212.00 1,612.00 AIA DOCUMENT G703 D E F WORK CO APLETED MATERIALS FROM PREVIOUS THIS PERIOD PRESENTLY APPLICATION STORED (D+ E) (NOT IN D OR E) 251,000.00 $ 7,661.00 $ (1,977.19) $ 1,655.00 $ (678.00) $ 744.50 $ (740.00) $ (479.27) $ (717.00) $ 38,200.00 $ 75,000.00 $ 202,750.00 $ 67,006.25 $ (1,232.00) $ 1,305.28 $ 1,406.22 $ 415.34 $ 676.41 $ (2,038.93) $ 6,193.52 $ 468.54 $ 512.65 $ 3,702.44 $ 1,062.67 $ (212.00) $ 2,775.64 $ 2,135.02 $ (212.00) $ 1,203.29 $ 833.64 $ 2,730.55 $ 58,000.00 $ 29,575.00 $ 26,175.00 $ 4,000.00 $ 6,784.00 $ 1,272.00 $ (1,060.00) $ 530.00 $ 230.00 $ 477.00 $ 424.00 $ 212.00 $ 742.00 $ 212.00 $ 1,612.00 $ 251,000.00 7,661.00 (1,977.19) 1,655.00 (678.00) 744.50 (740.00) (479.27) (717.00) 38,200.00 75,000.00 202,750.00 67,006.25 (1,232.00) 1,305.28 1,406.22 415.34 676.41 (2,038.93) 6,193.52 468.54 512.65 3,702.44 1,062.67 (212.00) 2,135.02 58,000.00 29,575.00 26,175.00 4,000.00 6,784.00 1,272.00 (1,060.00) 530.00 230.00 477.00 424.00 212.00 742.00 212.00 1,612.00 2,775.64 (212.00) 1,203.29 833.64 2,730.55 Tara Proj8wt Number 20 705 0 k River F reStati on #3 City of El k River APPLICATION NO: 16 APPLICATION DATE: 5/31/22 PERIOD TO: 5/31/22 G TOTAL % COMPLETED (G+C) AND STORED TO DATE (D+E+F) $ 251,000.00 100.00% $ $ 7,661.00 100.00% $ $ (1,977.19) 100.00% $ $ 1,655.00 100.00% $ $ (678.00) 100.00% $ $ 744.50 100.00% $ $ (740.00) 100.00% $ $ (479.27) 100.00% $ $ (717.00) 100.00% $ $ 38,200.00 100.00% $ $ 75,000.00 100.00% $ $ 202,750.00 100.00% $ $ 67,006.25 100.00% $ $ (1,232.00) 100.00% $ $ 1,305.28 100.00% $ $ 1,406.22 100.00% $ $ 415.34 100.00% $ $ 676.41 100.00% $ $ (2,038.93) 100.00% $ $ 6,193.52 100.00% $ $ 468.54 100.00% $ $ 512.65 100.00% $ $ 3,702.44 100.00% $ $ 1,062.67 100.00% $ $ (212.00) 100.00% $ $ 2,775.64 100.00% $ $ 2,135.02 100.00% $ $ (212.00) 100.00% $ $ 1,203.29 100.00% $ $ 833.64 100.00% $ $ 2,730.55 100.00% $ 58,000.00 100.00% $ 29,575.00 100.00% $ 26,175.00 100.00% $ 4,000.00 100.00% $ 6,784.00 100.00% $ 1,272.00 100.00% $ (1,060.00) 100.00% $ 530.00 100.00% $ 230.00 100.00% $ 477.00 100.00% $ 424.00 100.00% $ 212.00 100.00% $ 742.00 100.00% $ 212.00 100.00% $ 1,612.00 100.00% $ H I BALANCE RETAINAGE TO FINISH (IF VARIABLE (C -G) RATE) 12,550.00 383.05 (98.86) 82.75 (33.90) 37.23 (37.00) (23.96) (35.85) 1,910.00 3,750.00 10,137.50 3,350.31 (61.60) 65.26 70.31 20.77 33.82 (101.95) 309.68 23.43 25.63 185.12 53.13 (10.60) 138.78 106.75 (10.60) 60.16 41.68 136.53 2,900.00 1,478.75 1,308.75 200.00 339.20 63.60 (53.00) 26.50 11.50 23.85 21.20 10.60 37.10 10.60 80.60 mI Terra CONSTFUCTION CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A A.1 B SUBCONTRACTOR ITEM BID DESCRIPTION OF WORK VENDOR NO. PACK EMPLOYEE NO. COST CODE Patriot Erectors 05-5121 5B CO#12 RFI#159 Training Tower Welding Patriot Erectors 05-5121 5B CO#13 RFI#140 Rapelling Anchors Patriot Erectors 05-5121 5B CO Trash Gate Century Construction 06-6100 6A Performance & Payment Bond Ce ntury Construction 06-6100 6A Allowance Century Construction 06-6100 6A Mobilization Century Construction 06-6100 6A Materials Century Construction 06-6100 6A Material Blocking Century Construction 06-6100 6A Install Roof Blocking Century Construction 06-6100 6A Install In Wall Blocking Century Construction 06-6100 6A Cabinets and Millwork Ce ntury Construction 06-6100 6A Specialties Century Construction 06-6100 6A Temp Enclosures Century Construction 06-6100 6A Doors & Hardware Century Construction 06-6100 6A C041 For Distinctive to Predrill Sill Angles Century Construction 06-6100 6A C042 PR#15 Flagpoles Century Construction 06-6100 6A C043 Disctinctrve Predrill Holes for Operable Partition Century Construction 06-6100 6A C044 Wood Blockingat Heads of W1 (Used $655 of Allowance) Century Construction 06-6100 6A C045 RFI#110 Wood Blocking Century Construction 06-6100 6A C046 Allowance Usage (Remaining $8,290) Century Construction 06-6100 6A C047 Allowance Usage (Remaining $7,018) Century Construction 06-6100 6A C048PR#16Added Paper Towel/Trash Units Century Construction 06-6100 6A C099 CSI Div-10 Additional Charges Century Construction 06-6100 6A CO#10 Interior Signage Century Construction 06-6100 6A CO#11 Allowance Usage (Remaining $3930.50) Century Construction 06-6100 6A CO#12 RFI#201 Bondo and Reinstall Door 106 Northern Woodwork 06-6400 6B Architectural Millwork Northern Woodwork 06-6400 6B C041 PR#16 Quality Coatings 07-7210 7C Fluid Applied Air Barrier Quality Coatings 07-7210 7C C041 ASI#BR Removal of Tranisition Membrane Quality Coatings 07-7210 7C C042 Remove and Reinstall AS at W1 Quality Coatings 07-7210 7C C043 PR#20 Horizon Roofing 07-7520 7A& 7B Roofing& Metal Wall Panels Horizon Roofing 07-7520 7A&7B C041 ASI#5 LTAngles Horizon Roofing 07-7520 7A & 7B C042 ASI#BR Reduction of Roof Membrane Horizon Roofing 07-7520 7A&7B C043 PR#14 Parapet Roofing Membrane Horizon Roofing 07-7520 7A&7B C044 Overtime Work on 11/6 Horizon Roofing 07-7520 7A&7B C045 RFI#100 Horizon Roofing 07-7520 7A&7B C0464th Floor Training Tower Roofing Membrane Horizon Roofing 07-7520 7A&7B C047 Wall Reflashing at tops of Parapet Walls Horizon Roofing 07-7520 7A & 7B CO#B Emergency Repairs on 12/17 Horizon Roofing 07-7520 7A&7B C049 Saddle Repair at existing saddle at North Training Tower Horizon Roofing 07-7520 7A & 7B CO Relocate Roof Vent Tara Prolewt Number 20 705 0 k River F reStati on #3 City of El k River AIA DOCUMENT G703 P- 2IF 2 P-1 APPLICATION NO: 16 APPLICATION DATE: 5/31/22 PERIOD TO: 5/31/22 C CA C.2 C.3 D E SCHEDULED CHANGE BUDGET REVISED WORK CO APLETED VALUE ORDERS REVISION/ SCHEDULED FROM PREVIOUS THIS PERIOD CONTINGENCY VALUE APPLICATION TRANSFER (D + E) $ - $ - $ 424.00 $ 424.00 $ 424.00 $ - $ - $ 1,219.00 $ 1,219.00 $ 1,219.00 $ - $ - $ 1,027.00 $ 1,027.00 $ - $ 1,027.00 $ 6,400.00 $ - $ - $ 6,400.00 $ 6,400.00 $ 10,000.00 $ - $ - $ 10,000.00 $ 6,069.50 $ 2,609.00 $ 3,100.00 $ - $ - $ 3,100.00 $ 2,480.00 $ 620.00 $ 97,000.00 $ - $ - $ 97,000.00 $ 74,998.00 $ 12,000.00 $ - $ - $ 12,000.00 $ 12,000.00 $ 43,000.00 $ - $ - $ 43,000.00 $ 43,000.00 $ 8,000.00 $ - $ - $ 8,000.00 $ 8,000.00 $ 8,500.00 $ - $ - $ 8,500.00 $ 8,500.00 $ 32,000.00 $ - $ - $ 32,000.00 $ 8,000.00 $ 16,000.00 $ 6,000.00 $ - $ - $ 6,000.00 $ 6,000.00 $ 17,000.00 $ - $ - $ 17,000.00 $ 17,000.00 $ - $ - $ (676.41) $ (676.41) $ (676.41) $ - $ - $ (277.00) $ (277.00) $ (277.00) $ (468.54) $ (468.54) $ (468.54) $ - $ - $ 534.35 $ 534.35 $ 534.35 $ - $ - $ (1,272.00) $ (1,272.00) $ (1,272.00) $ - $ - $ 2,248.00 $ 2,248.00 $ 2,248.00 $ - $ - $ 2,335.50 $ 2,335.50 $ 67.50 $ - $ - $ (572.82) $ (572.82) $ (572.82) $ - $ - $ 479.27 $ 479.27 $ - $ 479.27 $ 45,900.00 $ - $ - $ 45,900.00 $ 45,900.00 $ - $ - $ 165.00 $ 165.00 $ 165.00 $ 38,600.00 $ - $ - $ 38,600.00 $ 38,600.00 $ - $ - $ (800.00) $ (800.00) $ (800.00) $ - $ - $ 1,590.00 $ 1,590.00 $ 1,590.00 $ - $ - $ (200.00) $ (200.00) $ - $ 385,124.00 $ - $ - $ 385,124.00 $ 368,110.24 $ 17,013.76 $ - $ - $ 5,750.00 $ 5,750.00 $ 5,750.00 $ - $ - $ 2,600.00 $ 2,600.00 $ 2,600.00 $ - $ - $ (1,650.00) $ (1,650.00) $ (1,650.00) $ - $ - $ 2,682.00 $ 2,682.00 $ 2,682.00 $ - $ - $ 1,350.00 $ 1,350.00 $ - $ 1,350.00 $ - $ - $ (935.00) $ (935.00) $ - $ (935.00 $ - $ - $ 1,425.00 $ 1,425.00 $ 1,425.00 $ - $ - $ 1,325.00 $ 1,325.00 $ 1,325.00 $ - $ - $ 2,980.00 $ 2,980.00 $ 2,980.00 $ - $ - $ 750.00 $ 750.00 $ - $ 750.00 Page 3 / 10 F MATERIALS PRESENTLY STORED (NOT IN D OR E) G H TOTAL % BALANCE COMPLETED (G+C) TO FINISH AND STORED (C -G) TO DATE (D+E+F) $ 424.00 100.00% $ - $ $ 1,219.00 100.00% $ - $ $ 1,027.00 100.00% $ - $ $ 6,400.00 100.00% $ - $ $ 8,678.50 66.79% $ 1,321.50 $ $ 3,100.00 100.00% $ - $ $ 74,998.00 77.32% $ 22,002.00 $ $ 12,000.00 100.00% $ - $ $ 43,000.00 100.00% $ - $ $ 8,000.00 100.00% $ - $ $ 8,500.00 100.00% $ - $ $ 24,000.00 75.00% $ 8,000.00 $ $ 6,000.00 100.00% $ - $ $ 17,000.00 100.00% $ - $ $ (676.41) 100.00% $ - $ $ (277.00) 100.00% $ - $ $ (468.54) 100.00% $ - $ $ - #DIV/01 $ - $ $ 534.35 100.00% $ - $ $ - #DIV/01 $ - $ $ (1,272.00) 100.00% $ - $ $ 2,248.00 100.00% $ - $ $ 67.50 3.75% $ 2,248.00 $ $ (572.82) 100.00% $ - $ $ - #DIV/01 $ - $ $ 479.27 100.00% $ - $ $ 45,900.00 100.00% $ - $ $ 165.00 100.00% $ - $ $ 38,600.00 100.00% $ - $ $ (800.00) 100.00% $ - $ $ 1,590.00 100.00% $ - $ $ - 0.00% $ (200.00) $ $ 385,124.00 100.00% $ - $ $ 5,750.00 100.00% $ - $ $ 2,600.00 100.00% $ - $ $ (1,650.00) 100.00% $ - $ $ 2,682.00 100.00% $ - $ $ 1,350.00 100.00% $ - $ $ (935.00) 100.00% $ - $ $ 1,425.00 100.00% $ - $ $ 1,325.00 100.00% $ - $ $ 2,980.00 100.00% $ - $ $ 750.00 100.00% $ - $ I RETAINAGE (IF VARIABLE RATE) 21.20 60.95 51.35 320.00 433.93 155.00 3,749.90 600.00 2,150.00 400.00 425.00 1,200.00 300.00 650.00 (33.82) (13.85) (23.43) 26.72 (63.60) 112.40 4.36 (28.64) 23.96 2,295.00 6.25 1,930.00 (40.00) 79.50 19,256.20 267.50 130.00 (82.50) 134.10 67.50 (46.75) 71.25 66.25 149.00 37.50 m Te rra Tara Rou Number 705 0 k River ty re &l k Page 4 / 10 I Terra SUBCONTRACTOR VENDOR EMPLOYEE Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Niemela Design and Construction Tim's Construction Group Tim's Construction Group Tim's Construction Group Sonus Interiors Sonus Interiors Sonus Interiors Sonus Interiors Sonus Interiors Sonus Interiors Sonus Interiors Sonus Interiors Centennial Flooring Centennial Flooring Centennial Flooring Stembrecher Painting Stembrecher Painting Stembrecher Painting Stembrecher Painting Stembrecher Painting Stembrecher Painting Stembrecher Painting Peterson Sheet Metal Peterson Sheet Metal Peterson Sheet Metal Peterson Sheet Metal Peterson Sheet Metal CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A A.1 B ITEM BID DESCRIPTION OF WORK NO. PACK NO. COST CODE 09-9250 9A CO#3 ASI#9 Soffit Revisions 09-9250 9A CO#4 RFI#107 09-9250 9A CO#5 RFI#100 09-9250 9A CO#6 RFI#121 09-9250 9A CO#7 PR#18Added Framingfor Trash Units 09-9250 9A CO#8 RFI#154 2'' XPS Tile Backer at Wellness Room 09-9250 9A CO#9 CMU Laminating and Skim Coating 09-9250 9A CO#10 Added Trip Charge 09-9250 9A CO#11 Option 1 Hilti Spray & Paint 09-9250 9A CO#12 PR#20 09-9250 9A CO#13 RFI#150 09-9250 9A CO#14 Creditfor Gyp at SF140X Head Detail 09-9250 9A CO#15Access Panel Allowance Usage ($0 Remanining) 09-9250 9A CO#16 Usmg$330of $5000AIlowance ($4670 Remaining) 09-9250 9A CO#17 Using$325 of Allowance($4345 Remaining) 09-9250 9A CO#18 Soffit Expansion Joint Painting 09-9250 9A CO Vent Hood Backing 09-9300 9B Labor 09-9300 9B Tile Material 09-9300 9B CO#1 - PR#20 09-9510 9C ACT-1 Material 09-9510 9C ACT-1 Labor 09-9510 9C ACP Material 09-9510 9C ACP Labor 09-9510 9C Bond 09-9510 9C CO#1 PR#3R 09-9510 9C CO#2 RFI#78 Extended Wall Track 09-9510 9C CO#3 ASI#9 Removed ACT in Room 124 09-9680 9D Carpet & Resilient Flooring -Material 09-9680 9D Carpet & Resilient Flooring -Labor 09-9680 9D CO#1 RFI#143 Added LokDots 09-9910 9F Painting & Wallcovering 09-9910 9F CO#1 ASI#10 Interior Finishes 09-9910 9F CO#2 Added Painting at M04 & Vestibule 107 PR#20 09-9910 9F CO#3 Painting Soffits after Control Joints 09-9910 9F CO#4 RFI#201 Repainting Door Frame 108 09-9910 9F CO Relocate Roof Vent 09-9910 9F CO Vent Hood Blocking 15-1500 22A Mechanical -Fabricated Ductwork 15-1500 22A Mechanical -Duct Field Material 15-1500 22A Mechanical -Plumbing Material 15-1500 22A Mechanical -Piping Material 15-1500 22A Mechanical -Insulation Material C CA SCHEDULED CHANGE VALUE ORDERS $ 23,450.00 $ $ 26,365.00 $ $ 9,850.00 $ $ 6,936.00 $ $ 61,659.00 $ $ 9,674.00 $ $ 1,231.00 $ $ 14,000.00 $ $ 5,500.00 $ $ 76,200.00 $ $ 16,475.00 $ $ 19,439.00 $ $ 71,868.00 $ $ 40,271.00 $ $ 16,961.00 $ Page 5110 Tara Proj8wt Number 20 705 0 k River F reStati on #3 City of El k River AIA DOCUMENTG703 Pa 2IF2P-1 APPLICATION NO: 16 APPLICATION DATE: 5/31/22 PERIOD TO: 5/31/22 C.2 C.3 D E BUDGET REVISED WORK CO APLETED REVISION/ SCHEDULED FROM PREVIOUS THIS PERIOD CONTINGENCY VALUE APPLICATION TRANSFER (D + E) $ 295.00 $ 295.00 $ 295.00 $ 213.00 $ 213.00 $ 213.00 $ 433.00 $ 433.00 $ 433.00 $ 250.00 $ 250.00 $ 250.00 $ 1,050.00 $ 1,050.00 $ 1,050.00 $ 5,688.00 $ 5,688.00 $ 5,688.00 $ 10,300.00 $ 10,300.00 $ 10,300.00 $ 950.00 $ 950.00 $ 950.00 $ 4,613.00 $ 4,613.00 $ 4,613.00 $ (245.00) $ (245.00) $ (245.00) $ 1,369.00 $ 1,369.00 $ 1,369.00 $ (50.00) $ (50.00) $ - $ (50.00) $ (823.00) $ (823.00) $ - $ (823.00) $ 541.25 $ 541.25 $ - $ 541.25 $ - $ 23,450.00 $ 23,450.00 $ - $ 26,365.00 $ 26,365.00 $ (210.00) $ (210.00) $ (210.00) $ - $ 9,850.00 $ 9,850.00 $ - $ 6,936.00 $ 6,936.00 $ - $ 61,659.00 $ 61,659.00 $ - $ 9,674.00 $ 9,674.00 $ - $ 1,231.00 $ 1,231.00 $ 1,130.00 $ 1,130.00 $ 1,130.00 $ 637.00 $ 637.00 $ 637.00 $ (257.00) $ (257.00) $ (257.00) $ - $ 14,000.00 $ 14,000.00 $ - $ 5,500.00 $ 5,500.00 $ 215.00 $ 215.00 $ 215.00 $ - $ 76,200.00 $ 76,200.00 $ 673.00 $ 673.00 $ 673.00 $ 415.00 $ 415.00 $ 415.00 $ 823.00 $ 823.00 $ - $ 823.00 $ 717.00 $ 717.00 $ - $ 717.00 $ 373.00 $ 373.00 $ - $ 373.00 $ 88.00 $ 88.00 $ - $ 88.00 $ - $ 16,475.00 $ 16,475.00 $ - $ 19,439.00 $ 19,439.00 $ - $ 71,868.00 $ 71,868.00 $ - $ 40,271.00 $ 40,271.00 $ - $ 16,961.00 $ 16,961.00 F G H I MATERIALS TOTAL % BALANCE RETAINAGE PRESENTLY COMPLETED (G+C) TO FINISH (IF VARIABLE STORED AND STORED (C-G) RATE) (NOT IN TO DATE D OR E) (D+E+F) $ 295.00 100.00% $ - $ 14.75 $ 213.00 100.00% $ - $ 10.65 $ 433.00 100.00% $ - $ 21.65 $ 250.00 100.00% $ - $ 12.50 $ 1,050.00 100.00% $ - $ 52.50 $ 5,688.00 100.00% $ - $ 284.40 $ 10,300.00 100.00% $ - $ 515.00 $ 950.00 100.00% $ - $ 47.50 $ 4,613.00 100.00% $ - $ 230.65 $ (245.00) 100.00% $ - $ (12.25) $ 1,369.00 100.00% $ - $ 68.45 $ (50.00) 100.00% $ - $ (2.50) $ - #DIV/01 $ - $ - $ - #DIV/01 $ - $ - $ - #DIV/01 $ - $ - $ (823.00) 100.00% $ - $ (41.15) $ 541.25 100.00% $ - $ 27.06 $ 23,450.00 100.00% $ - $ 1,172.50 $ 26,365.00 100.00% $ - $ 1,318.25 $ (210.00) 100.00% $ - $ (10.50) $ 9,850.00 100.00% $ - $ 492.50 $ 6,936.00 100.00% $ - $ 346.80 $ 61,659.00 100.00% $ - $ 3,082.95 $ 9,674.00 100.00% $ - $ 483.70 $ 1,231.00 100.00% $ - $ 61.55 $ 1,130.00 100.00% $ - $ 56.50 $ 637.00 100.00% $ - $ 31.85 $ (257.00) 100.00% $ - $ (12.85) $ 14,000.00 100.00% $ - $ 700.00 $ 5,500.00 100.00% $ - $ 275.00 $ 215.00 100.00% $ - $ 10.75 $ 76,200.00 100.00% $ - $ 3,810.00 $ 673.00 100.00% $ - $ 33.65 $ 415.00 100.00% $ - $ 20.75 $ 823.00 100.00% $ - $ 41.15 $ 717.00 100.00% $ - $ 35.85 $ 373.00 100.00% $ - $ 18.65 $ 88.00 100.00% $ - $ 4.40 $ 16,475.00 100.00% $ - $ 823.75 $ 19,439.00 100.00% $ - $ 971.95 $ 71,868.00 100.00% $ - $ 3,593.40 $ 40,271.00 100.00% $ - $ 2,013.55 $ 16,961.00 100.00% $ - $ 848.05 I Terra CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A A.1 B SUBCONTRACTOR ITEM BID DESCRIPTION OF WORK VENDOR NO. PACK EMPLOYEE NO. COST CODE Peterson Sheet Metal 15-1500 22A Mechanical -Ventilation Material Peterson Sheet Metal 15-1500 22A Mechanical -Plumbing Labor Peterson Sheet Metal 15-1500 22A Mechanical -Piping Labor Peterson Sheet Metal 15-1500 22A Mechanical -Insulation Labor Peterson Sheet Metal 15-1500 22A Mechanical -Ventilation Equipment Peterson Sheet Metal 15-1500 22A Mechanical -Plumbing Fixtures/Equip Peterson Sheet Metal 15-1500 22A Mechanical -Piping Equipment Peterson Sheet Metal 15-1500 22A Mechanical -Refer Piping/Startup Peterson Sheet Metal 15-1500 22A Mechanical -Balancing Peterson Sheet Metal 15-1500 22A Mechanical -Temp Controls Peterson Sheet Metal 15-1500 22A Mechanical -Crane Peterson Sheet Metal 15-1500 22A Mechanical -Permits Peterson Sheet Metal 15-1500 22A Mechanical -Bond Peterson Sheet Metal 15-1500 22A Mechanical -Submittals Peterson Sheet Metal 15-1500 22A Mechanical -General Administration Peterson Sheet Metal 15-1500 22A CO#1 PR#3R Peterson Sheet Metal 15-1500 22A CO#2 Added expansion tankforsnow melt Peterson Sheet Metal 15-1500 22A CO#3 App Bay Truck Fill & Compressed Air Peterson Sheet Metal 15-1500 22A CO#4 Eye Wash Station Peterson Sheet Metal 15-1500 22A CO#5 PR#17 SCBA Compressor Peterson Sheet Metal 15-1500 22A CO#6 RFI#107 Peterson Sheet Metal 15-1500 22A CO#7 RFI#121 Peterson Sheet Metal 15-1500 22A CO#8 PR#13 Steam Generator Peterson Sheet Metal 15-1500 22A CO#9 Duct Insulation Replacement (Carp Allowance) $752 Peterson Sheet Metal 15-1500 22A CO#10 Added PVC Insualtion Peterson Sheet Metal 15-1500 22A CO#11 Bay Duct Relocation due to Air Drop Peterson Sheet Metal 15-1500 22A CO#12 PR#22 Peterson Sheet Metal 15-1500 22A CO#13 CMU Patch work for Duct 139 Training Room Peterson Sheet Metal 15-1500 22A CO#14 RFI#183 Revised Exhaust Air Register Size Peterson Sheet Metal 15-1500 22A CO#15 RFI#139 Credit for Duct Protection Peterson Sheet Metal 15-1500 22A CO Relocate Roof Vent Peterson Sheet Metal 15-1500 22A CO Vent Hood Backing Summit Fire 15-1533 21A Labor Summit Fire 15-1533 21A Material Summit Fire 15-1533 21A Design Summit Fire 15-1533 21A Fabrication Summit Fire 15-1533 21A Bond Summit Fire 15-1533 21A CO#1 ASI#9 Redesigned Sprinkler Layout Klein Electric 16-1600 26A Electrical -Permit Klein Electric 16-1600 26A Electrical -Bond Klein Electric 16-1600 26A Mobilization Klein Electric 16-1600 26A Temp Power/Job Trailer Klein Electric 16-1600 26A Temp Power/Site Klein Electric 16-1600 26A Temp Power/Building Klein Electric 16-1600 26A Switchgear Package/Graybar Electric Co Klein Electric 16-1600 26A Utility Fees/Elk River Public Utilities Tara Proj8wt Number 20 705 0 k River F reStati on #3 City of El k River AIA DOCUMENTG703 Pa 2IF2P-1 APPLICATION NO: 16 APPLICATION DATE: 5/31/22 PERIOD TO: 5/31/22 C CA C.2 C.3 D E SCHEDULED CHANGE BUDGET REVISED WORK CO APLETED VALUE ORDERS REVISION/ SCHEDULED FROM PREVIOUS THIS PERIOD CONTINGENCY VALUE APPLICATION TRANSFER (D + E) $ 84,721.00 $ $ 146,790.00 $ $ 78,083.00 $ $ 35,439.00 $ $ 84,178.00 $ $ 98,598.00 $ $ 57,433.00 $ $ 4,394.00 $ $ 7,976.00 $ $ 66,259.00 $ $ 1,785.00 $ $ 15,000.00 $ $ 8,000.00 $ $ 5,000.00 $ $ 63,330.00 $ $ 18,200.00 $ $ 22,800.00 $ $ 3,200.00 $ $ 2,600.00 $ $ 800.00 $ $ 1,325.00 $ $ 4,347.00 $ $ 22,936.00 $ $ 1,710.00 $ $ 3,325.00 $ $ 3,325.00 $ $ 28,845.00 $ $ 8,279.00 $ Page 6 / 10 $ - $ 84,721.00 $ $ - $ 146,790.00 $ $ - $ 78,083.00 $ $ - $ 35,439.00 $ $ - $ 84,178.00 $ $ - $ 98,598.00 $ $ - $ 57,433.00 $ $ - $ 4,394.00 $ $ - $ 7,976.00 $ $ - $ 66,259.00 $ $ - $ 1,785.00 $ $ - $ 15,000.00 $ $ - $ 8,000.00 $ $ - $ 5,000.00 $ $ - $ 63,330.00 $ $ 3,532.00 $ 3,532.00 $ $ 2,504.00 $ 2,504.00 $ $ 30,621.00 $ 30,621.00 $ $ (949.00) $ (949.00) $ $ 1,790.00 $ 1,790.00 $ $ (213.00) $ (213.00) $ $ (250.00) $ (250.00) $ $ 8,342.00 $ 8,342.00 $ $ 723.00 $ 723.00 $ $ 5,688.00 $ 5,688.00 $ $ 709.00 $ 709.00 $ $ (744.50) $ (744.50) $ $ 2,503.00 $ 2,503.00 $ $ (470.00) $ (470.00) $ $ 2,046.00 $ 2,046.00 $ $ 437.00 $ 437.00 $ $ - $ 18,200.00 $ $ - $ 22,800.00 $ $ - $ 3,200.00 $ $ - $ 2,600.00 $ $ - $ 800.00 $ $ 820.00 $ 820.00 $ $ - $ 1,325.00 $ $ - $ 4,347.00 $ $ - $ 22,936.00 $ $ - $ 1,710.00 $ $ - $ 3,325.00 $ $ - $ 3,325.00 $ $ - $ 28,845.00 $ $ - $ 8,279.00 $ 84,721.00 146,790.00 78,083.00 35,439.00 84,178.00 98, 598.00 57,433.00 4,394.00 7,976.00 66,259.00 1,785.00 15,000.00 8,000.00 5,000.00 63,330.00 3,532.00 2,504.00 30,621.00 (949.00) 1,790.00 (213.00) (250.00) 4,923.00 723.00 5,688.00 709.00 18,200.00 22,800.00 3,200.00 2,600.00 800.00 820.00 1,325.00 4,347.00 22,936.00 1,710.00 2,660.00 $ 3,325.00 28,845.00 8,279.00 665.00 F G H I MATERIALS TOTAL % BALANCE RETAINAGE PRESENTLY COMPLETED (G+C) TO FINISH (IF VARIABLE STORED AND STORED (C-G) RATE) (NOT IN TO DATE D OR E) (D+E+F) $ 84,721.00 100.00% $ - $ 4,236.05 $ 146,790.00 100.00% $ - $ 7,339.50 $ 78,083.00 100.00% $ - $ 3,904.15 $ 35,439.00 100.00% $ - $ 1,771.95 $ 84,178.00 100.00% $ - $ 4,208.90 $ 98,598.00 100.00% $ - $ 4,929.90 $ 57,433.00 100.00% $ - $ 2,871.65 $ 4,394.00 100.00% $ - $ 219.70 $ 7,976.00 100.00% $ - $ 398.80 $ 66,259.00 100.00% $ - $ 3,312.95 $ 1,785.00 100.00% $ - $ 89.25 $ 15,000.00 100.00% $ - $ 750.00 $ 8,000.00 100.00% $ - $ 400.00 $ 5,000.00 100.00% $ - $ 250.00 $ 63,330.00 100.00% $ - $ 3,166.50 $ 3,532.00 100.00% $ - $ 176.60 $ 2,504.00 100.00% $ - $ 125.20 $ 30,621.00 100.00% $ - $ 1,531.05 $ (949.00) 100.00% $ - $ (47.45) $ 1,790.00 100.00% $ - $ 89.50 $ (213.00) 100.00% $ - $ (10.65) $ (250.00) 100.00% $ - $ (12.50) $ 4,923.00 59.01% $ 3,419.00 $ 246.15 $ - #DIV/01 $ - $ - $ 723.00 100.00% $ - $ 36.15 $ 5,688.00 100.00% $ - $ 284.40 $ 709.00 100.00% $ - $ 35.45 $ - 0.00% $ (744.50) $ - $ - 0.00% $ 2,503.00 $ - $ - 0.00% $ (470.00) $ - $ - 0.00% $ 2,046.00 $ - $ - 0.00% $ 437.00 $ - $ 18,200.00 100.00% $ - $ 910.00 $ 22,800.00 100.00% $ - $ 1,140.00 $ 3,200.00 100.00% $ - $ 160.00 $ 2,600.00 100.00% $ - $ 130.00 $ 800.00 100.00% $ - $ 40.00 $ 820.00 100.00% $ - $ 41.00 $ 1,325.00 100.00% $ - $ 66.25 $ 4,347.00 100.00% $ - $ 217.35 $ 22,936.00 100.00% $ - $ 1,146.80 $ 1,710.00 100.00% $ - $ 85.50 $ 3,325.00 100.00% $ - $ 166.25 $ 3,325.00 100.00% $ - $ 166.25 $ 28,845.00 100.00% $ - $ 1,442.25 $ 8,279.00 100.00% $ - $ 413.95 I Terra SUBCONTRACTOR VENDOR EMPLOYEE Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. AIA DOCUMENT G703 A A.1 B C CA C.2 C.3 D E ITEM BID DESCRIPTION OF WORK SCHEDULED CHANGE BUDGET REVISED WORK CO APLETED NO. PACK VALUE ORDERS REVISION/ SCHEDULED FROM PREVIOUS THIS PERIOD NO. CONTINGENCY VALUE APPLICATION COST TRANSFER (D + E) CODE 16-1600 26A Utility Transformer Pad Material $ 1,045.00 $ - $ - $ 1,045.00 $ 1,045.00 16-1600 26A Utility Transformer Pad Labor $ 1,425.00 $ - $ - $ 1,425.00 $ 1,425.00 16-1600 26A Service Entrance Material $ 4,834.00 $ - $ - $ 4,834.00 $ 4,834.00 16-1600 26A Service Entrance Labor $ 3,827.00 $ - $ - $ 3,827.00 $ 3,827.00 16-1600 26A Service Equipment Material $ 2,776.00 $ - $ - $ 2,776.00 $ 2,776.00 16-1600 26A Service Equipment Labor $ 3,277.00 $ - $ - $ 3,277.00 $ 3,277.00 16-1600 26A Power Panelboards Material $ 2,739.00 $ - $ - $ 2,739.00 $ 2,739.00 16-1600 26A Power Panelboards Labor $ 2,856.00 $ - $ - $ 2,856.00 $ 2,856.00 16-1600 26A Generator Package/Total Energy Systems $ 79,282.00 $ - $ - $ 79,282.00 $ 23,977.00 $ 55,305.00 16-1600 26A Generator Pad Material $ 1,235.00 $ - $ - $ 1,235.00 $ - $ 1,235.00 16-1600 26A Generator Pad Labor $ 1,710.00 $ - $ - $ 1,710.00 $ - $ 1,710.00 16-1600 26A Generator Material $ 1,562.00 $ - $ - $ 1,562.00 $ - $ - 16-1600 26A Generator Labor $ 4,091.00 $ - $ - $ 4,091.00 $ - 16-1600 26A Generator Service Entrance Material $ 3,841.00 $ - $ - $ 3,841.00 $ 960.00 $ 2,497.00 16-1600 26A Generator Service Entrance Labor $ 3,599.00 $ - $ - $ 3,599.00 $ 900.00 $ 2,339.00 16-1600 26A ATS Equipment Material $ 2,309.00 $ - $ - $ 2,309.00 $ 2,309.00 16-1600 26A ATS Equipment Labor $ 2,901.00 $ - $ - $ 2,901.00 $ 2,901.00 16-1600 26A ES Panelboards Material $ 801.00 $ - $ - $ 801.00 $ 801.00 16-1600 26A ES Panelboards Labor $ 1,146.00 $ - $ - $ 1,146.00 $ 1,146.00 16-1600 26A Light Fixture Package/Viking Electric $ 94,954.00 $ - $ - $ 94,954.00 $ 94,954.00 16-1600 26A Fixture Material $ 6,196.00 $ - $ - $ 6,196.00 $ 5,035.00 $ 1,161.00 16-1600 26A Fixture Labor $ 21,162.00 $ - $ - $ 21,162.00 $ 21,160.00 $ 2.00 16-1600 26A Fixture Control Material $ 1,572.00 $ - $ - $ 1,572.00 $ 1,258.00 $ 314.00 16-1600 26A Fixture Control Labor $ 4,632.00 $ - $ - $ 4,632.00 $ 3,706.00 $ 926.00 16-1600 26A HVLS Fan/Big Ass Fans $ 10,123.00 $ - $ - $ 10,123.00 $ 10,123.00 16-1600 26A HVLS Fan Material $ 313.00 $ - $ - $ 313.00 $ 94.00 $ 219.00 16-1600 26A HVLS Fan Labor $ 878.00 $ - $ - $ 878.00 $ 263.00 $ 615.00 16-1600 26A Site Pole Bases Material $ 2,320.00 $ - $ - $ 2,320.00 $ 116.00 $ 2,204.00 16-1600 26A Site Pole Bases Labor $ 2,546.00 $ - $ - $ 2,546.00 $ 127.00 $ 2,419.00 16-1600 26A Site Pole Underground Material $ 2,318.00 $ - $ - $ 2,318.00 $ 1,159.00 $ 1,159.00 16-1600 26A Site Pole Underground Labor $ 3,041.00 $ - $ - $ 3,041.00 $ 1,520.00 $ 1,521.00 16-1600 26A Site Pole Install Material $ 98.00 $ - $ - $ 98.00 $ - 16-1600 26A Site Pole Install Labor $ 1,126.00 $ - $ - $ 1,126.00 $ - 16-1600 26A Site Flag Pole -Sign Material $ 1,757.00 $ - $ - $ 1,757.00 $ 879.00 16-1600 26A Site Flag Pole -Sign Labor $ 1,982.00 $ - $ - $ 1,982.00 $ 991.00 16-1600 26A Site Grill-Recept Material $ 376.00 $ - $ - $ 376.00 $ 19.00 $ 75.00 16-1600 26A Site Grill-Recept Labor $ 507.00 $ - $ - $ 507.00 $ 25.00 $ 101.00 16-1600 26A Power -Device Material $ 15,167.00 $ - $ - $ 15,167.00 $ 12,133.00 $ 3,034.00 16-1600 26A Power -Device Labor $ 26,781.00 $ - $ - $ 26,781.00 $ 21,424.00 $ 5,357.00 16-1600 26A Floor Boxes/Graybar Electric Co $ 2,011.00 $ - $ - $ 2,011.00 $ 2,011.00 16-1600 26A Floor Box Material $ 668.00 $ - $ - $ 668.00 $ 668.00 16-1600 26A Floor Box Labor $ 2,021.00 $ - $ - $ 2,021.00 $ 2,021.00 16-1600 26A Cord Reels/Graybar Electric Co $ 3,585.00 $ - $ - $ 3,585.00 $ 3,585.00 16-1600 26A Cord Reels Material $ 496.00 $ - $ - $ 496.00 $ 496.00 16-1600 26A Cord Reels Labor $ 1,694.00 $ - $ - $ 1,694.00 $ 1,694.00 16-1600 26A OHD Material $ 1,247.00 $ - $ - $ 1,247.00 $ 1,247.00 16-1600 26A OHD Labor $ 2,742.00 $ - $ - $ 2,742.00 $ 2,742.00 16-1600 26A Air Comprssor Material $ 325.00 $ - $ - $ 325.00 $ 325.00 Page 7 / 10 F MATERIALS PRESENTLY STORED (NOT IN D OR E) Tara Proj8wt Number 20 705 0 k River F reStati on #3 City of El k River APPLICATION NO: 16 APPLICATION DATE: 5/31/22 PERIOD TO: 5/31/22 TOTAL COMPLETED AND STORED TO DATE (D+E+F) $ 1,045.00 $ 1,425.00 $ 4,834.00 $ 3,827.00 $ 2,776.00 $ 3,277.00 $ 2,739.00 $ 2,856.00 $ 79,282.00 $ 1,235.00 $ 1,710.00 $ 3,457.00 3,239.00 2,309.00 2,901.00 801.00 1,146.00 94,954.00 6,196.00 21,162.00 1,572.00 4,632.00 10,123.00 313.00 878.00 2,320.00 2,546.00 2,318.00 3,041.00 879.00 991.00 94.00 126.00 15,167.00 26,781.00 2,011.00 668.00 2,021.00 3,585.00 496.00 1,694.00 1,247.00 2,742.00 325.00 H I % BALANCE RETAINAGE (G+C) TO FINISH (IF VARIABLE (C-G) RATE) 100.00% $ - $ 52.25 100.00% $ - $ 71.25 100.00% $ - $ 241.70 100.00% $ - $ 191.35 100.00% $ - $ 138.80 100.00% $ - $ 163.85 100.00% $ - $ 136.95 100.00% $ - $ 142.80 100.00% $ - $ 3,964.10 100.00% $ - $ 61.75 100.00% $ - $ 85.50 0.00% $ 1,562.00 $ - 0.00% $ 4,091.00 $ - 90.00% $ 384.00 $ 172.85 90.00% $ 360.00 $ 161.95 100.00% $ - $ 115.45 100.00% $ - $ 145.05 100.00% $ - $ 40.05 100.00% $ - $ 57.30 100.00% $ - $ 4,747.70 100.00% $ - $ 309.80 100.00% $ - $ 1,058.10 100.00% $ - $ 78.60 100.00% $ - $ 231.60 100.00% $ - $ 506.15 100.00% $ - $ 15.65 100.00% $ - $ 43.90 100.00% $ - $ 116.00 100.00% $ - $ 127.30 100.00% $ - $ 115.90 100.00% $ - $ 152.05 0.00% $ 98.00 $ - 0.00% $ 1,126.00 $ - 50.03% $ 878.00 $ 43.95 50.00% $ 991.00 $ 49.55 25.00% $ 282.00 $ 4.70 24.85% $ 381.00 $ 6.30 100.00% $ - $ 758.35 100.00% $ - $ 1,339.05 100.00% $ - $ 100.55 100.00% $ - $ 33.40 100.00% $ - $ 101.05 100.00% $ - $ 179.25 100.00% $ - $ 24.80 100.00% $ - $ 84.70 100.00% $ - $ 62.35 100.00% $ - $ 137.10 100.00% $ - $ 16.25 I Terra SUBCONTRACTOR VENDOR EMPLOYEE Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A A.1 B ITEM BID DESCRIPTION OF WORK NO. PACK NO. COST CODE 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 16-1600 Tara Proj8wt Number 20 705 0 k River F reStati on #3 City of El k River AIA DOCUMENTG703 Pa 2IF2P-1 APPLICATION NO: 16 APPLICATION DATE: 5/31/22 PERIOD TO: 5/31/22 C CA C.2 C.3 D E SCHEDULED CHANGE BUDGET REVISED WORK CO APLETED VALUE ORDERS REVISION/ SCHEDULED FROM PREVIOUS THIS PERIOD CONTINGENCY VALUE APPLICATION TRANSFER (D + E) 26A Air Comprssor Labor $ 498.00 $ - $ - $ 498.00 $ 498.00 26A Boilers Material $ 380.00 $ - $ - $ 380.00 $ 380.00 26A Boilers Labor $ 648.00 $ - $ - $ 648.00 $ 648.00 26A Compressed Air Dryer Material $ 532.00 $ - $ - $ 532.00 $ 532.00 26A Compressed Air Dryer Labor $ 540.00 $ - $ - $ 540.00 $ 540.00 26A Condensing Unit Material $ 208.00 $ - $ - $ 208.00 $ 208.00 26A Condensing Unit Labor $ 369.00 $ - $ - $ 369.00 $ 369.00 26A Domestic Water Heater -Pump Material $ 252.00 $ - $ - $ 252.00 $ 252.00 26A Domestic Water Heater -Pump Labor $ 561.00 $ - $ - $ 561.00 $ 561.00 26A Exhaust -Supply Fans Material $ 1,140.00 $ - $ - $ 1,140.00 $ 1,140.00 26A Exhaust -Supply Fans Labor $ 3,306.00 $ - $ - $ 3,306.00 $ 3,306.00 26A Furnace Material $ 344.00 $ - $ - $ 344.00 $ 326.00 26A Furnace Labor $ 713.00 $ - $ - $ 713.00 $ 678.00 26A Heat Pumps -Coils Material $ 334.00 $ - $ - $ 334.00 $ 334.00 26A Heat Pumps -Coils Labor $ 1,224.00 $ - $ - $ 1,224.00 $ 1,224.00 26A Make Up Air Unit Material $ 1,334.00 $ - $ - $ 1,334.00 $ 1,001.00 26A Make Up Air Unit Labor $ 1,590.00 $ - $ - $ 1,590.00 $ 1,193.00 26A Pressure Washer Material $ 467.00 $ - $ - $ 467.00 $ 467.00 26A Pressure Washer Labor $ 903.00 $ - $ - $ 903.00 $ 903.00 26A Pumps Material $ 979.00 $ - $ - $ 979.00 $ 735.00 26A Pumps Labor $ 1,443.00 $ - $ - $ 1,443.00 $ 1,082.00 26A Roof Top Unit Material $ 968.00 $ - $ - $ 968.00 $ 484.00 26A Roof Top Unit Labor $ 1,918.00 $ - $ - $ 1,918.00 $ 959.00 26A Unit Heaters Material $ 1,200.00 $ - $ - $ 1,200.00 $ 660.00 26A Unit Heaters Labor $ 2,335.00 $ - $ - $ 2,335.00 $ 1,284.00 26A Steam Generator Material $ 542.00 $ - $ - $ 542.00 $ 542.00 26A Steam Generator Labor $ 532.00 $ - $ - $ 532.00 $ 532.00 26A DIV 27 Data Rough -In Material $ 2,714.00 $ - $ - $ 2,714.00 $ 2,714.00 26A DIV 27 Data Rough -In Labor $ 3,398.00 $ - $ - $ 3,398.00 $ 3,398.00 26A DIV 27 AV Rough -In Material $ 1,568.00 $ - $ - $ 1,568.00 $ 1,568.00 26A DIV 27 AV Rough -In Labor $ 1,760.00 $ - $ - $ 1,760.00 $ 1,760.00 26A DIV 28 Fire Alarm/Twenty4Seven $ 7,044.00 $ - $ - $ 7,044.00 $ 3,869.00 26A DIV 28 Fire Alarm Rough -In Material $ 228.00 $ - $ - $ 228.00 $ 228.00 26A DIV 28 Fire Alarm Rough -In Labor $ 1,082.00 $ - $ - $ 1,082.00 $ 1,082.00 26A DIV 28 Security Rough -In Material $ 592.00 $ - $ - $ 592.00 $ 562.00 26A DIV 28 Security Rough -In Labor $ 2,765.00 $ - $ - $ 2,765.00 $ 2,630.00 26A DIV 28 Site Future Cameras Material $ 4,147.00 $ - $ - $ 4,147.00 $ 2,073.00 26A DIV 28 Site Future Cameras Labor $ 1,856.00 $ - $ - $ 1,856.00 $ 928.00 26A CO#1 PR#6 Generator and Transformer $ - $ - $ (19,350.00) $ (19,350.00) $ (19,350.00) 26A CO#2 PR#2 Overhead Doors & CGrcurting $ - $ - $ 1,068.00 $ 1,068.00 $ 534.00 26A CO#3 PR#3R $ - $ - $ (443.00) $ (443.00) $ (443.00) 26A CO#4 ASI#1/RFI#19 $ - $ - $ (2,625.00) $ (2,625.00) $ (2,625.00) 26A CO#5 PR#10R $ - $ - $ 1,875.00 $ 1,875.00 $ 1,875.00 26A CO#6 PR#9R Elecncal Revisions $ - $ - $ 2,370.00 $ 2,370.00 $ 1,660.00 26A CO#7 ASI#4R Tower Lights $ - $ - $ 8,136.00 $ 8,136.00 $ 8,136.00 26A CO#8 PR#17 SCBA Compressor $ - $ - $ 1,354.00 $ 1,354.00 $ 1,219.00 26A CO#9 RFI#117 $ - $ - $ 983.00 $ 983.00 $ 983.00 26A CO#10 RFI#118 Automatic Push Pad $ - $ - $ 437.00 $ 437.00 $ 437.00 Page 8 / 10 18.00 35.00 333.00 397.00 244.00 361.00 484.00 959.00 540.00 1,051.00 2,818.00 30.00 135.00 2,074.00 928.00 534.00 710.00 F G H I MATERIALS TOTAL % BALANCE RETAINAGE PRESENTLY COMPLETED (G+C) TO FINISH (IF VARIABLE STORED AND STORED (C-G) RATE) (NOT IN TO DATE D OR E) (D+E+F) $ 498.00 100.00% $ - $ 24.90 $ 380.00 100.00% $ - $ 19.00 $ 648.00 100.00% $ - $ 32.40 $ 532.00 100.00% $ - $ 26.60 $ 540.00 100.00% $ - $ 27.00 $ 208.00 100.00% $ - $ 10.40 $ 369.00 100.00% $ - $ 18.45 $ 252.00 100.00% $ - $ 12.60 $ 561.00 100.00% $ - $ 28.05 $ 1,140.00 100.00% $ - $ 57.00 $ 3,306.00 100.00% $ - $ 165.30 $ 344.00 100.00% $ - $ 17.20 $ 713.00 100.00% $ - $ 35.65 $ 334.00 100.00% $ - $ 16.70 $ 1,224.00 100.00% $ - $ 61.20 $ 1,334.00 100.00% $ - $ 66.70 $ 1,590.00 100.00% $ - $ 79.50 $ 467.00 100.00% $ - $ 23.35 $ 903.00 100.00% $ - $ 45.15 $ 979.00 100.00% $ - $ 48.95 $ 1,443.00 100.00% $ - $ 72.15 $ 968.00 100.00% $ - $ 48.40 $ 1,918.00 100.00% $ - $ 95.90 $ 1,200.00 100.00% $ - $ 60.00 $ 2,335.00 100.00% $ - $ 116.75 $ 542.00 100.00% $ - $ 27.10 $ 532.00 100.00% $ - $ 26.60 $ 2,714.00 100.00% $ - $ 135.70 $ 3,398.00 100.00% $ - $ 169.90 $ 1,568.00 100.00% $ - $ 78.40 $ 1,760.00 100.00% $ - $ 88.00 $ 6,687.00 94.93% $ 357.00 $ 334.35 $ 228.00 100.00% $ - $ 11.40 $ 1,082.00 100.00% $ - $ 54.10 $ 592.00 100.00% $ - $ 29.60 $ 2,765.00 100.00% $ - $ 138.25 $ 4,147.00 100.00% $ - $ 207.35 $ 1,856.00 100.00% $ - $ 92.80 $ (19,350.00) 100.00% $ - $ (967.50) $ 1,068.00 100.00% $ - $ 53.40 $ (443.00) 100.00% $ - $ (22.15) $ (2,625.00) 100.00% $ - $ (131.25) $ 1,875.00 100.00% $ - $ 93.75 $ 2,370.00 100.00% $ - $ 118.50 $ 8,136.00 100.00% $ - $ 406.80 $ 1,219.00 90.03% $ 135.00 $ 60.95 $ 983.00 100.00% $ - $ 49.15 $ 437.00 100.00% $ - $ 21.85 I Terra SUBCONTRACTOR VENDOR EMPLOYEE Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Klein Electric Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A A.1 B ITEM BID DESCRIPTION OF WORK NO. PACK NO. COST CODE 16-1600 26A CO#11 RFI#156 16-1600 26A CO#12 ASI#11 Wellness Room Light Fixture 16-1600 26A CO#13 RFI#160 16-1600 26A CO#14 RFI#21 Added Circuits & Unit Heaters 16-1600 26A CO#15 G9 Light Fixture 16-1600 26A CO#16 Omitting Tech Conduit Runs From App Bay 16-1600 26A CO#17 Training Tower G1 Light Fixtures 16-1600 26A CO#16 App Bay Sectional Door Control Station 16-1600 26A CO#19 Thomsen Poured Concrete in Trash Enclosure 16-1600 26A CO GFCI Receptacles Laundry 31-1000 31A Mobilization, Bond, SWPP Permit 31-1000 31A Bituminous Saw -Cutting Labor 31-1000 31A Bituminous Removal Labor 31-1000 31A Concrete Saw -Cutting Labor 31-1000 31A Concrete Removal Labor 31-1000 31A Tree Protection Labor 31-1000 31A Clearing &Grubbing Labor 31-1000 31A Topsoil Stripping & Emb. Labor 31-1000 31A Export Excess Topsoil Labor 31-1000 31A Site Grading Labor 31-1000 31A Site Grading Material 31-1000 31A Exc. & Backfill Foundations 31-1000 31A Building Sand Cushion Labor 31-1000 31A Building Sand Cushion Material 31-1000 31A Class 5 Labor 31-1000 31A Class 5 Material 31-1000 31A Subgrade Prep Labor 31-1000 31A Dewatering Labor 31-1000 31A SWPP Permit 31-1000 31A Silt Fence Labor 31-1000 31A Silt Fence Material 31-1000 31A Inlet Protection Labor 31-1000 31A Construction Entrance Labor 31-1000 31A Construction Entrance Materials 31-1000 31A Hydro Seed 31-1000 31A Flex Mat Labor 31-1000 31A Flex Mat Material 31-1000 33A Mobilization, Bond, Permits 31-1000 33A Water Utilities Labor 31-1000 33A Water Utilities Material 31-1000 33A Wet Tap Labor 31-1000 33A Wet Tap Material 31-1000 33A Sanitary Piping Labor 31-1000 33A Sanitary Piping Material 31-1000 33A Sanitary Manholes Labor 31-1000 33A Sanitary Manholes Material 31-1000 33A Manhole Castings Labor C CA C.2 SCHEDULED CHANGE BUDGET VALUE ORDERS REVISION/ CONTINGENCY TRANSFER $ - $ 696.00 $ $ - $ 1,319.00 $ $ - $ 3,500.00 $ $ - $ 1,120.00 $ $ - $ 395.00 $ $ - $ (1,439.00) $ $ - $ 1,427.00 $ $ - $ 2,790.00 $ $ - $ (850.00) $ $ - $ 1,503.00 $ $ 7,000.00 $ 2,105.00 $ 3,640.00 $ 160.00 $ 3,236.00 $ 75.00 $ 2,100.00 $ 1,386.00 $ 14,055.00 $ 56,076.01 $ 14,040.00 $ 25,378.00 $ 3,298.00 $ 629.00 $ 9,014.00 $ 7,854.00 $ 8,595.00 $ 2,625.00 $ 525.00 $ 2,240.00 $ 700.00 $ 2,502.00 $ 2,000.00 $ 100.00 $ 1,166.00 $ 700.00 $ 3,266.00 $ 20,504.16 $ 25,719.19 $ 52,306.23 $ 239.22 $ 2,500.00 $ 9,667.77 $ 9,622.35 $ 1,808.00 $ 9,425.00 $ 691.20 Page 9 / 10 Tara Prolewt Number 20 705 0 k River F reStati on #3 City of El k River AIA DOCUMENTG703 Pa 2IF2P-1 APPLICATION NO: 16 APPLICATION DATE: 5/31/22 PERIOD TO: 5/31/22 C.3 D E F G REVISED WORK CO APLETED MATERIALS TOTAL % SCHEDULED FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G+C) VALUE APPLICATION STORED AND STORED (D+E) (NOT IN TO DATE D OR E) (D+E+F) 696.00 $ 696.00 $ 696.00 100.00% $ 1,319.00 $ 1,319.00 $ 1,319.00 100.00% $ 3,500.00 $ 3,500.00 $ 3,500.00 100.00% $ 1,120.00 $ 1,120.00 $ 1,120.00 100.00% $ 395.00 $ 395.00 $ 395.00 100.00% $ (1,439.00) $ (1,439.00) $ (1,439.00) 100.00% $ 1,427.00 $ - $ 1,427.00 $ 1,427.00 100.00% $ 2,790.00 $ 2,790.00 $ 2,790.00 100.00% $ (850.00) $ - $ (850.00) $ (850.00) 100.00% $ 1,503.00 $ - $ 1,503.00 $ 1,503.00 100.00% $ 7,000.00 $ 6,300.00 $ 700.00 $ 7,000.00 100.00% $ 2,105.00 $ 2,105.00 $ 2,105.00 100.00% $ 3,640.00 $ 3,640.00 $ 3,640.00 100.00% $ 160.00 $ 160.00 $ 160.00 100.00% $ 3,236.00 $ 3,236.00 $ 3,236.00 100.00% $ 75.00 $ 75.00 $ 75.00 100.00% $ 2,100.00 $ 2,100.00 $ 2,100.00 100.00% $ 1,386.00 $ 1,386.00 $ 1,386.00 100.00% $ 14,055.00 $ 14,055.00 $ 14,055.00 100.00% $ 56,076.01 $ 42,834.04 $ 12,625.04 $ 55,459.08 96.90% $ 14,040.00 $ 14,040.00 $ 14,040.00 100.00% $ 25,378.00 $ 25,378.00 $ 25,378.00 100.00% $ 3,298.00 $ 3,141.60 $ 156.40 $ 3,298.00 100.00% $ 629.00 $ - $ 629.00 $ 629.00 100.00% $ 9,014.00 $ - $ 9,014.00 $ 9,014.00 100.00% $ 7,854.00 $ - $ 7,854.00 $ 7,854.00 100.00% $ 8,595.00 $ 4,297.50 $ 4,297.50 $ 8,595.00 100.00% $ 2,625.00 $ 2,625.00 $ 2,625.00 100.00% $ 525.00 $ 525.00 $ 525.00 100.00% $ 2,240.00 $ 2,240.00 $ 2,240.00 100.00% $ 700.00 $ 700.00 $ 700.00 100.00% $ 2,502.00 $ 2,502.00 $ 2,502.00 100.00% $ 2,000.00 $ 2,000.00 $ 2,000.00 100.00% $ 100.00 $ 100.00 $ 100.00 100.00% $ 1,166.00 $ - $ 1,166.00 $ 1,166.00 100.00% $ 700.00 $ - $ - 0.00% $ 3,266.00 $ 3,260.00 $ 6.00 $ 3,266.00 100.00% $ 20,504.16 $ 18,453.74 $ 2,050.42 $ 20,504.16 100.00% $ 25,719.19 $ 25,719.19 $ 25,719.19 100.00% $ 52,306.23 $ 52,306.23 $ 52,306.23 100.00% $ 239.22 $ 239.22 $ 239.22 100.00% $ 2,500.00 $ 2,500.00 $ 2,500.00 100.00% $ 9,667.77 $ 9,667.77 $ 9,667.77 100.00% $ 9,622.35 $ 9,622.35 $ 9,622.35 100.00% $ 1,808.00 $ 1,808.00 $ 1,808.00 100.00% $ 9,425.00 $ 9,425.00 $ 9,425.00 100.00% $ 691.20 $ 691.20 $ 691.20 100.00% $ H I BALANCE RETAINAGE TO FINISH (IF VARIABLE (C -G) RATE) 616.93 700.00 $ 34.90 $ 65.95 $ 175.00 $ 56.00 $ 19.75 $ (71.95) $ 71.35 $ 139.50 $ (42.50) $ 75.15 $ 350.00 $ 105.25 $ 162.00 $ 8.00 $ 161.60 $ 3.75 $ 105.00 $ 69.30 $ 702.75 $ 2,772.95 $ 702.00 $ 1,268.90 $ 164.90 $ 31.45 $ 450.70 $ 392.70 $ 429.75 $ 131.25 $ 26.25 $ 112.00 $ 35.00 $ 125.10 $ 100.00 $ 5.00 $ 56.30 $ 163.30 $ 1,025.21 $ 1,285.96 $ 2,615.31 $ 11.96 $ 125.00 $ 463.39 $ 461.12 $ 90.40 $ 471.25 $ 34.56 I Terra SUBCONTRACTOR VENDOR EMPLOYEE Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Dryden Excavating Omann Brothers Omann Brothers Omann Brothers Omann Brothers Omann Brothers Omann Brothers Omann Brothers Omann Brothers Peterson Companies Autumn Ridge Autumn Ridge Century Fence CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A A.1 B ITEM BID DESCRIPTION OF WORK NO. PACK NO. COST CODE 31-1000 33A Manhole Castings Material 31-1000 33A Storm - PVC Piping Labor 31-1000 33A Storm - PVC Piping Material 31-1000 33A Storm- Concrete Piping/Manholes Labor 31-1000 33A Storm- Concrete Piping/Manholes Material 31-1000 33A Storm - Castings/Grates Labor 31-1000 33A Storm - Castings/Grates Material 31-1000 33A CO#1 Additional Construction Entrances 31-1000 33A CO#2 PR#7 Water Service 31-1000 33A CO#3 PR#4 Stepped Footings 31-1000 33A CO#4 ASI#2 31-1000 33A CO#5 B/C Thomsen 31-1000 33A CO#6 Overexcavate Footing Trenches for Rock 31-1000 33A CO#7 Furnish and Install 3'' Rock for Pump Truck 31-1000 33A CO#8 Install Temp Drain Pipe 31-1000 33A CO#9C-900 Municipal Water Piping 31-1000 33A CO#10 Damaged Transformer- repaired by ERMU 31-1000 33A CO#11 Revised Finished Grade at Trash Enclosure 31-1000 33A CO#12 Crushed Concrete Entrance 31-1000 33A CO#13 Apparatus Bay Muck Out 31-1000 33A CO#14 Soil Correction South Parking Lot 31-1000 33A CO#15 Training Tower Manhole 31-1000 33A CO Aggregate at Concrete 31-1000 33A CO Escalation 31-1000 33A CO Cleveland Ave Existing CB Grate 32-1216 32C Gravel Base 32-1216 32C Bit Base Course 32-1216 32C Bit Wear Course 32-1216 32C Striping 32-1216 32C CO#1 PR#7 Water Service 32-1216 32C CO#2 Agg Base at intersection of 191st and Edision 32-1216 32C CO#3 Replacing Asphalt w/ Concrete at North Side of Site 32-1216 32C CO Escalation 32-4000 32A Fencing 32-3291 32B Landscaping 32-3291 32B CO#1 Smartlink Irrigation Controller CO#1 Replacement of Damaged Fence from Camco G RAND TOTALS Tara Proj8wt Number 20 705 0 k River F reStati on #3 City of El k River AIA DOCUMENT G703 P- 2IF 2 P-1 APPLICATION NO: 16 APPLICATION DATE: 5/31/22 PERIOD TO: 5/31/22 C CA C.2 C.3 D E SCHEDULED CHANGE BUDGET REVISED WORK CO APLETED VALUE ORDERS REVISION/ SCHEDULED FROM PREVIOUS THIS PERIOD $ 1,140.00 $ $ 8,024.15 $ $ 10,992.34 $ $ 10,155.38 $ $ 27,063.60 $ $ 3,152.40 $ $ 52,068.00 $ S - $ S - $ S - $ S $ $ 16,920.00 $ $ 25,370.00 $ $ 27,700.00 $ $ 500.00 $ $ 4,485.00 $ $ 68,500.00 $ S - $ S - $ $ 6,898,24600 $ Page 10/10 CONTINGENCY VALUE APPLICATION TRANSFER (D + E) $ - $ 1,140.00 $ 1,103.80 $ 36.20 $ - $ 8,024.15 $ 7,073.34 $ 950.81 $ - $ 10,992.34 $ 10,992.34 $ - $ 10,155.38 $ 10,155.38 $ - $ 27,063.60 $ 27,063.60 $ - $ 3,152.40 $ 2,887.40 $ 265.00 $ - $ 52,068.00 $ 52,068.00 $ 4,246.61 $ 4,246.61 $ 4,246.61 $ (1,517.19) $ (1,517.19) $ (1,517.19) $ 1,584.00 $ 1,584.00 $ 1,584.00 $ 6,096.75 $ 6,096.75 $ 6,096.75 $ (500.00) $ (500.00) $ (500.00) $ 2,373.26 $ 2,373.26 $ 2,373.26 $ 5,409.16 $ 5,409.16 $ 5,409.16 $ 5,894.96 $ 5,894.96 $ 5,894.96 $ 278.65 $ 278.65 $ 278.65 $ (3,273.92) $ (3,273.92) $ (3,273.92) - $ 962.50 $ 962.50 $ 962.50 $ 3,935.75 $ 3,935.75 $ 3,935.75 $ 2,103.84 $ 2,103.84 $ 2,103.84 $ 6,917.00 $ 6,917.00 $ 6,917.00 $ 3,878.25 $ 3,878.25 $ 3,878.25 $ 2,455.20 $ 2,455.20 $ - $ 2,455.20 $ 3,000.00 $ 3,000.00 $ - $ 3,000.00 814.69 $ - $ 814.69 $ - $ 814.69 $ - $ 16,920.00 $ 16,920.00 $ - $ 25,370.00 $ 25,370.00 $ - $ 27,700.00 $ - $ - $ 500.00 $ - $ (850.00) $ (850.00) $ (850.00) $ (845.28) $ (845.28) $ (845.28) $ (5,400.00) $ (5,400.00) $ (2,500.00) $ 3,588.30 $ 3,588.30 $ - $ - $ 4,485.00 $ - $ 2,060.00 $ - $ 68,500.00 $ - $ 1,132.00 $ 1,132.00 $ - $ 1,977.19 $ 1,977.19 $ - 81469 $ - $ 6,899,06069 $ 6,157,71789 $ 511,45072 $ F G H I MATERIALS TOTAL % BALANCE RETAINAGE PRESENTLY COMPLETED (G+C) TO FINISH (IF VARIABLE STORED AND STORED (C-G) RATE) (NOT IN TO DATE D OR E) (D+E+F) $ 1,140.00 100.00% $ - $ 57.00 $ 8,024.15 100.00% $ - $ 401.21 $ 10,992.34 100.00% $ - $ 549.62 $ 10,155.38 100.00% $ - $ 507.77 $ 27,063.60 100.00% $ - $ 1,353.18 $ 3,152.40 100.00% $ - $ 157.62 $ 52,068.00 100.00% $ - $ 2,603.40 $ 4,246.61 100.00% $ - $ 212.33 $ (1,517.19) 100.00% $ - $ (75.86: $ 1,584.00 100.00% $ - $ 79.20 $ 6,096.75 100.00% $ - $ 304.84 $ (500.00) 100.00% $ $ (25.09, $ 2,373.26 100.00% $ - $ 118.66 $ 5,409.16 100.00% $ - $ 270.46 $ 5,894.96 100.00% $ - $ 294.75 $ 278.65 100.00% $ - $ 13.93 $ (3,273.92) 100.00% $ - $ (163.70: $ 962.50 100.00% $ - $ 48.13 $ 3,935.75 100.00% $ - $ 196.79 $ 2,103.84 100.00% $ - $ 105.19 $ 6,917.00 100.00% $ - $ 345.85 $ 3,878.25 100.00% $ - $ 193.91 $ 2,455.20 100.00% $ - $ 122.76 $ 3,000.00 100.00% $ - $ 150.00 $ 814.69 100.00% $ - $ 40.73 $ 16,920.00 100.00% $ - $ 846.00 $ 25,370.00 100.00% $ - $ 1,268.50 $ - 0.00% $ 27,700.00 $ - $ - 0.00% $ 500.00 $ - $ (850.00) 100.00% $ - $ (42.50: $ (845.28) 100.00% $ - $ (42.26: $ (2,500.00) 46.30% $ (2,900.00) $ (125.00: $ - 0.00% $ 3,588.30 $ - $ 2,060.00 45.93% $ 2,425.00 $ 103.00 $ - 0.00% $ 68,500.00 $ - $ - 0.00% $ 1,132.00 $ - $ - 0.00% $ 1,977.19 $ - $ 6,669,16861 96.6794 $ 229,89208 $ 333,45843 Terra General Contractors, LLC I N V O 1 C E 21025 Commerce Blvd., Ste 1000 Rogers, MN 55374 Invoice Date Customer ID Invoice ID 05-31-2022 11-CIT013 20-705-20220531 Phone 763-463-0220 Due Date Draw ID Job Number 06-30-2022 16 20-705 City of Elk River Job Location: 13065 Orono Parkway Elk River Fire Station #3 Elk River, MN 55330 Elk River, MN 55330 Construction Services - May 2022 511,450.72 Amount Billed $511,450.72 Retainage Held 25,572.54 Total Amount Due $485,878.18 NORTHWEST ASPHALT, INC. 1451 Stagecoach Road jj Shakopee, MN 55379 PHONE (952) 445-1003 FAX (952) 445-1056 INVOICE INVOICE DATE CUSTOMER NO. INVOICE NUMBER 5.16.22 2703 49758 i P.O. NUMBER WORK ORDER NO. i JOB NO. 2703 City of Elk River Trott Brook Tennis 13065 Orono Parkway Elk River, MN Elk River, MN 55330 Tim Wold ja DESCRIPTION 7634524755 PARTIAL BILLING #1 FOR WORK COMPLETED THRU 6.31.22: Pay Application #1 Less Pay Application # TOTAL THIS APPLICATION REASON " I ��uI > CODE PqO, -Sll 610NAi48 5-4110 6-4116 7-4130 8-4140 0.00 0.00 4,120.00 0.00 AMOUNT $4,120.00 0.00 $4,120.00 TERMS: A FINANCE CHARGE OF 1-1/2 % PER MONTH (18% PER ANNUM) WILL BE MADE ON BALANCE 30 DAYS PAST DUE JOB #: 2703 PROJECT: TROTT BROOK TENNIS % COMPLETED: DATE: S/31/2022 ORIGINAL CONTRACT JOB TO DATE CURRENT ITEM NO. DESCRIPTION OF ITEM UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT % QUANTITY AMOUNT 1 PROVIDE ALL NECESSARY CONST. SURVEYING & STAKING LS 1.00 2,000.00 2,000.00 0.50 1,000.00 0.50 0.50 1,000.00 2 MOBILIZATION LS 1.00 6,400.00 6,400.00 0.25 1,600.00 0.25 0.25 1,600.00 3 REMOVE BITUMINOUS PVMT, INCLUDE SAW EDGE TO REMIAN SY 1,566.00 3.00 4,698.00 0.00 0.00 0.00 0.00 0.00 4 REMOVE CHAIN LINK FENCE LF 303.00 7.00 2,121.00 0.00 0.00 0.00 0.00 0.00 5 REMOVE TENNIS COURT NET STANDARD AND FOOTINGS AS ENCOUNTERED LS 1.00 1,000.00 1,000.00 0.00 0.00 0.00 0.00 0.00 ONSITE EARTHWORK TO ACHIEVE PLAN GRADES & ON SITE EARTHWORK i 6 BALANCE LS 1.00 38,950.00 38,950.00 0.00 0.00 0.00 0.00 0.00 i 7 FURNISH & INSTALL SILT FENCE LF 608.00 2.50 1,520.00 608.00 1,520.00 1.00 608.00 1,520.00 8 INSTALL & MAINTAIN ROCK CONSTRUCTION ENTRANCE EA 1.00 2,000.00 2,000.00 0.00 0.00 0.00 0.00 0.00 9 FURNISH & INSTALL 6" DIA PERFORATED HOPE DRAIN TILE LF 642.00 12.00 7,704.00 0.00 0.00 0.00 0.00 0.00 10 FURNISH & INSTALL 6" DIA PVC DRAINAGE PIPE LF 98.00 30.00 2,940.00 0.00 0.00 0.00 0.00 0.00 11 FURNISH & INSTALL PRECAST CONCRETE HEADWALL EA 2.00 400.00 800.00 0.00 0.00 0.00 _ 0.00 0.00 12 FURNISH & INSTALL BIT TENNIS COURT SY 1,438.00 30.50 43859.00 0.00 0.00 0.00 0.00 0.00 13 FURNISH & INSTALL BITUMINOUS TRAILS SY 44.00 100.00 4:400.00 0.00 0.00 0.00 0.00 0.00 14 FURNISH & INSTALL 3' SELECT GRANULAR BORROW SY 1,483.00 16.00 23,728.00 0.00 0.00 0.00 0.00 0.00 1S FURNISH & INSTALL 18" WIDE CONCRETE MAINTENANCE STRIP LF 306.00 25.75 7,879.50 0.00 0.00 0.00 0.00 0.00 16 FURNISH & INSTALL TENNIS COURT COLOR COATING LS 1.00 13,220.00 13,220.00 0.00 0.00 0.00 0.00 0.00 i 17 FURNISH & INSTALL TENNIS NET OUFIT EA 2.00 2,520.00 5,040.00 0.00 0.00 0.00 0.00 0.00 18 FURNISH & INSTALL 10' HIGH BLACK VINYL COATED FENCE LF 296.00 114.00 33,744.00 0.00 0.00 0.00 0.00 0.00 19 FURNISH & INSTALL TURF SEED MIX AS SHOWN ON PLANS AC 0.20 20,000.00 4,000.00 0.00 0.00 0.00 0.00 0.00 FURNISH & INSTALL TENNIS COURT LIGHTING SYSTEM ON E7(ISTING LIGHT 20 BASES LS 1.00 47,000.00 47,000.00 0.00 0.00 0.00 0.00 0.00 TOTALS: 253,003.50 4,120.00 0.02 4,120.00 EXTRAS: TIME & MATERIAL COI EA 0.00 0.00 0.00 0.00 0.00 #DIV/0! 0.00 0.00 CO 2 EA 0.00 0.00 0.00 0.00 0.00 #DIV/01 0.00 0.00 CA 3 EA 0.00 0.00 0.00 0.00 0.00 #DIV/0! 0.00 0.00 CO 4 EA 0.00 0.00 0.00 0.00 0.00 #DIV/0! 0.00 0.00 CO 5 EA 0.00 0.00 0.00 0.00 0.00 #DIV/0! 0.00 0.00 CO 6 EA 0.00 0.00 0.00 0.00 0.00 #DIV/01 0.00 0.00 CO 7 EA 0.00 0.00 0.00 0.00 0.00 #DIV/01 0.00 0.00 CD 8 EA 0.00 0.00 0.00 0.00 0.00 #DIV/01 0.00 0.00 CO 9 EA 0.00 0.00 0.00 0.00 0.00 #DIV/0! 0.00 0.00 CO 10 FA 0.00 0.00 0.00 0.00 0.00 #DIV/0! 0.00 0.00 TOTAL T & M: 0.00 0.00 #DIV/0! 0.00 TOTALS: 253,003.50 4,120.00 0.02 4,120.00 Contractor's Application for Payment No. 3 To (Owner): City of Elk River Application 5/1/2022 to 6/3/2022 Application Date: I June 6, 2022 Period: Project: Natures Edge Business Center From (Contractor): Via (Engineer): Hakanson Anderson Third Addition Northwest Asphalt Application For Payment Change Order Summary Approved Change Orders 1. ORIGINAL CONTRACT PRICE.................................................................... $ $1,967,329.71 Number Additions Deductions 14. 2. Net change by Change Orders.......................................................................... $ $0.00 3. Current Contract Price (Line 1 t 2)................................................................. $ $1,967,329.71 TOTAL COMPLETED AND STORED TO DATE $ $1,463,114.81 5. RETAINAGE: a. 5% X Work Completed ............................................. $ S73,155.74 b. 0% X Stored Material .............................................. $ $0.00 I` c. Total Retainage (Line 5.a + Line 5.b)................................................... $ $73,155.74 6. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5.c)..................................... $ S1,389,959.07 7. MATERIAL ON HAND NOT INSTALLED (75% of Cost) .......................... 18. $ TOTALS1 $0.00 $0.00 LESS PREVIOUS PAYMENTS....................................................................... $ $804,680.23 NET CHANGE BY 9. AMOUNT DUE THIS APPLICATION........................................................... $ $585,278.84 $0.00 I CHANGE ORDERS Contractor's Certification 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, wil ss to Owner at time of payment free and clear of all Liens, security interests, and encumbrances (except such as are covered" y a d acceptable to Owner indemnifying Owner against any such Liens, security intere , or encurn races); and (3) All the Work c ered by thi plication for P yment is in accordance with the Contract Documents and is not defective. Contractor S' ture By: // Date: ENGINEER: HAKANSON ANDERSON Certification: We recommend payme or work and quantites shown. Z----- 6-10-22 L/ (Engineer) Date OWNER: CITY OF ELK RIVER 6.10.2022 (Owner) Date 245-4-6210-4530 PAY ESTIMATE #3 CITY OF ELK RIVER NATURES EDGE BUSINESS CENTER THIRD ADDITION Base Bid ITEM ESTIMATED NO. ITEM DESCRIPTIQN QUANTITY _ r 1 MOBILIZATION �- 1 2 CLEARING ( 10 { 3 GRUBBING { 10 4 CLEARING { 2.15 { 5 GRUBBING 6 REMOVE CONCRETE APRON 7 REMOVE GATE VALVE AND BOX 8 REMOVE HYDRANT 9 REMOVE SIGN 10 SALVAGE SIGN 11 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 12 REMOVE WATERMAIN 13 REMOVE CONCRETE CURB { 14 REMOVE BITUMINOUS PAVEMENT 15 EXCAVATION - COMMON 16 DEWATERING 17 SUBGRADE SOIL MODIFICATION 18 SUBGRADE PREPARATION 19 AGGREGATE BASE CLASS 5 - TRAIL (CV) (P) 20 AGGREGATE BASE CLASS 5 - STREET (CV) (P) 21 MILL BITUMINOUS SURFACE (2.0") 22 BITUMINOUS MATERIAL FOR TACK COAT 23 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK 24 TYPE SP 12.5 WEARING COURSE MIXTURE (3,B) 2.0" THICK 25 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) 2.5" THICK 26 15" RC PIPE APRON 27 18" RC PIPE APRON { 28 21" RC PIPE APRON 29 42" RC PIPE APRON 30 TRASH GUARD FOR 15 PIPE APRON 31 TRASH GUARD FOR 18" PIPE APRON 2.15 1 1 1 1 2 590 10 797 1,374 95,211 1 10,471 28.9 495 3,088 124 705 2,686 10,072 9,948 3 2 1 1 3 2 Page 1 CONTRACT CONTRACT USED TO UNIT UNIT PRICE AMOUNT DATE EXTENSION LUMP SUM $ 70,400.00 $ 70,400.00 0.75 $ 52,800.00 EACH $ 112.80 $ 1,128.00 10 $ 1,128.00 EACH $ 75.20 $ 752.00 10 $ 752.00 ACRE $ 7,200.00 $ 15,480.00 2.15 $ 15,480.00 ACRE $ 4,800.00 $ 10,320.00 2.15 $ 10,320.00 EACH $ 300.00 $ 300.00 1 $ 300.00 EACH $ 400.00 $ 400.00 1 $ 400.00 EACH $ 400.00 $ 400.00 1 $ 400.00 EACH $ 50.00 $ 50.00 1 $ 50.00 EACH $ 50.00 $ 100.00 1 $ 50.00 LIN FT $ 3.50 $ 2,065.00 545 $ 1,907.50 LIN FT $ 90.00 $ 900.00 10 $ 900.00 LIN FT $ 3.50 $ 2,789.50 798 $ 2,793.00 SQ YD $ 5.00 $ 6,870.00 1,374 $ 6,870.00 CU YD $ 1.96 $ 186,613.56 90,211 $ 176,813.56 LUMP SUM $ 44,000.00 $ 44,000.00 1 $ 44,000.00 SQ YD $ 0.75 $ 7,853.25 II $ - { ROAD STA $ 600.00 $ 17,340.00 14.45 4 $ 8,670,001 CU YD $ 35.60 $ 17,622.00 $ - CU YD $ 27.00 $ 83,376.00 1,544 $ 41,688.00 1 SQ YD $ 20.00 $ 2,480.00 $ - GALLONS $ 3.00 $ 2,115.00 $ - SQ YD $ 13.70 $ 36,798.20 $ - SQ YD $ 8.65 $ 87,122.80 $ - SQ YD $ 10.30 $ 102,464.40 $ EACH $ 1,040.00 $ 3,120.00 3 $ 3,120.00 EACH $ 1,102.00 $ 2,204.00 2 $ 2,204.00 EACH $ 1,257.00 $ 1,257.00 1 ( $ 1,257.00 EACH $ 2,682.00 $ 2,682.00 1 $ 2,682.00 EACH $ 556.00 $ 1,668.00 3 $ 1,668.00 EACH $ 610.00 $ 1,220.00 2 $ 1,220.00 ER308 - Pay Estimate PAY ESTIMATE #3 CITY OF ELK RIVER NATURES EDGE BUSINESS CENTER THIRD ADDITION Base Bid ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY CONTRACT UNIT I UNIT PRICE 32 TRASH GUARD FOR 21" PIPE APRON 1 EACH $ 961.00 $ 33 TRASH GUARD FOR 42" PIPE APRON 1 EACH $ 2,636.00 $ 34 6" PVC PIPE SEWER SDR 26 ( 274 LIN FT $ 39.00 $ 35 12" PVC PIPE SEWER SDR 35 3,531 LIN FT $ 49.00 $ 36 12" RC PIPE SEWER DESIGN 3006 CL V 121 LIN FT I $ 43.00 I $ 37 15" RC PIPE SEWER DESIGN 3006 CL V ( 456 I LIN FT I $ 47.00 I $ 38 18" RC PIPE SEWER DESIGN 3006 CL V 688 I LIN FT I $ 51.00 I $ 39 21" RC PIPE SEWER DESIGN 3006 CL V 191 I LIN FT I $ 60.00 I $ 40 24" RC PIPE SEWER DESIGN 3006 CL V 147 I LIN FT $ 80.00 I $ 41 127" RC PIPE SEWER DESIGN 3006 CL V 183 I LIN FT I $ 117.00 $ 42 36" RC PIPE SEWER DESIGN 3006 CL 111 340 ( LIN FT I $ 118.00 $ 43 142" RC PIPE SEWER DESIGN 3006 CL III 90 I LIN FT I $ 165.00 I $ 44 ICONNECT TO EXISTING SANITARY SEWER 1 I EACH $ 1,500.00 $ 45 ICONNECT TO EXISTING STORM SEWER 1 EACH $ 1,500.00 ( $ 46 !6" PVC CAP 5 EACH I $ 60.00 I $ 47 18" PVC CAP 1 EACH I $ 230.00 I $ 48 112" PVC CAP 1 EACH ($ 190.00 I $ 49 (21" RC PIPE PLUG 2 I EACH I $ 150.00 I $ 50 127" RC PIPE PLUG 1 I EACH I $ 170.00 $ 51 ICLEAN AND VIDEO TAPE PIPE SEWER 3,764 LIN FT I $ 1.80 $ 52 18" PVC PIPE SEWER - DIRECTIONALL DRILLED 79 LIN FT I $ 182.00 I $ 53 ICONNECTTO EXISTING WATERMAIN 1 ( EACH I $ 1,500.00 I $ 54 (HYDRANT 7 I EACH I $ 4,760.00 ( $ 55 16" GATE VALVE AND BOX 7 I EACH ($ 2,040.00 $ 56 18" GATE VALVE AND BOX 5 ( EACH ($ 2,600.00 � $ 57 12" GATE VALVE AND BOX 5 EACH I $ 4,310.00 I $ 58 HYDRANT RISER 6 LIN FT I $ 1.00 Is 59 16" WATERMAIN DUCTILE IRON CL 52 85 LIN FT I $ 65.00 ( $ 60 8" WATERMAIN DUCTILE IRON CL 52 ( 301 I LIN FT I $ 66.00 $ 61 12" WATERMAIN DUCTILE IRON CL 52 2,751 I LIN FT ($ 66.70 $ 62 8" HDPE WATERMAIN (DIRECTIONAL DRILLED) ( 50 I LIN FT I $ 175.00 $ 63 12" HDPE WATERMAIN (DIRECTIONAL DRILLED) I 848 I LIN FT ($ 72.00 I $ CONTRACT USED TO AMOUNT DATE EXTENSION ... ......... __.__._ 961.00 1 $ 961.00 2,636.00 1 $ 2,636.00 10,686.00 274 $ 10,686.00 173,019.00 3,486 $ 170,814.00 5,203.00 121 $ 5,203.00 21,432.00 456 $ 21,432.00 35,088.00 688 $ 35,088.00 11,460.00 I 191 $ 11,460.00 11,760.00 I 147 I $ 11,760.00 21,411.001 183 I $ 21,411.00 40,120.00 ( 340 I $ 40,120.00 14,850.00 90 ( $ 14,850.00 1,500.00 1 ( $ 1,500.00 1,500.00 ( 1 I $ 1,500.00 300.00I 5 $ 300.00 230.00 I 1 $ 230.00 190.00 ( 1 $ 190.00 300.00 2 ( $ 300.00 170.00 1 ( $ 170.00' 6,775.20 $ 14,378.00 ( 79 I $ 14,378.00 1,500.00 I 1 ( $ 1,500.00 33,320.00 7 ( $ 33,320.00 14,280.00 7 I $ 14,280.00 13,000.00 I 5 I $ 13,000.00 21,550.00 I 5 $ 21,550.00 6.00 I 2 $ 2.00 5,525.00 I 80 I $ 5,200.00 19,866.00 I 302 I $ 19,932.00 183,491.70 I 2,367 I $ 157,878.90 8,750.00 I 50 ( $ 8,750.00 61,056.00 1,258 I $ 90,576.00 Page 2 ER308 - Pay Estimate PAY ESTIMATE #3 CITY OF ELK RIVER NATURES EDGE BUSINESS CENTER THIRD ADDITION Base Bid ITEM ESTIMATED CONTRACT TRACT CONTRACT USED TO ITEM Dg§PRIPTION QUANTITY UNIT PRICE AMOUNT DATE EXTENSION 64 3" POLYSTYRENE INSULATION 40 SQ YD $ 37.00 $ . ....... . ............ 1,480.00 28.4 $ 1,050.80 65 DUCTILE IRON FITTINGS 6,500 POUND $ 11.50 1$ 74,750.00 2,330 $ 26,795.001 66 CASTING ASSEMBLY 31 EACH $ 462.00 I $ 14,322.00 31 $ 14,322.00 67 CONSTRUCT SANITARY STRUCTURE DESIGN 4007 216.2 LIN FT $ 287.00 I $ 62,049.40 216.2 $ 62,049.40 68 CONSTRUCT DRAINAGE STRUCTURE DESIGN 24"X36" 13.6 I LIN FT $ 586.00 I $ 7,969.60 I 13.6 $ 7,969.60 69 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 33.1 I LIN FT $ 477.00 I $ 15,788.701 33.1 $ 15,788.70 70 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 32.5 I LIN FT I $ 731.00 I $ 23,757.50 1 33 $ 23,757.50 71 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 27.6 LIN FT $ 762.00 1 $ 21,031.201 27.6 1 $ 21,031.20 72 ICONSTRUCT DRAINAGE STRUCTURE DESIGN 96-4020 12.1 LIN FT I $ 1,268.00 1 $ 15,342.801 12.1 1 $ 15,342.80 73 IGEOTEXTILE FILTER TYPE 4 202 I SQ YD I $ 4.00 I $ 808.00 I 118 I $ 472.00 74 IRANDOM RIPRAP CLASS IV 35.9 I CU YD $ 166.00 I $ 5,959.40 I 35.9 I $ 5,959.40 75 (ARTICULATED BLOCK MAT CLOSED CELL TYPE B 66 I SQ YD $ 218.00 $ 14,388.00 I $ - 76 16" CONCRETE WALK 128 I SQ FT I $ 11.30 I $ 1,446.40 I I $ - 77 ICONCRETE CURB AND GUTTER DESIGN B612 101 LIN FT $ 25.65 I $ 2,590.65 I 63 I $ 1,615.95 78 (CONCRETE CURB AND GUTTER DESIGN B618 5,150 I LIN FT $ 12.65 I $ 65,147.50 I 5,152 $ 65,172.80 79 17" CONCRETE DRIVEWAY PAVEMENT 28 I SQ YD $ 63.00 $ 1,764.00 I 29 $ 1,827.00 80 8" CONCRETE DRIVEWAY PAVEMENT 55 SQ YD $ 63.00 $ 3,465.00 I 49 I $ 3,087.00 81 TRUNCATED DOMES 20 SQ FT I $ 100-00 $ 2,000.00 I $ - 82 PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 725 LIN FT I $ 14.50 I $ 10,512.501 723 $ 10,483.50 83 ITRAFFIC CONTROL i I LUMP SUM $ 2,250.00 $ 2,250.00 1 $ 2,250.00 84 ISIGN PANELS TYPE C 26.3 I SQ FT $ 55.00 I $ 1,446.50 $ - 85 (INSTALL SIGN 2 I EACH $ 150.00 I $ 300.00 $ - 86 ISTABILIZED CONSTRUCTION EXIT 1 I LUMP SUM I $ 1,500.00 $ 1,500.00 I 1 $ 1,500.00 87 (EROSION CONTROL SUPERVISOR i I LUMP SUM 1$ 1,500.00 1 $ 1,500.00 1 1 $ 1,500.00 88 ISTORM DRAIN INLET PROTECTION 17 I EACH 1$ 150.00 1 $ 2,550.00 I 2 $ 300.00 89 ICULVERT END CONTROLS 4 I EACH $ 250.00 $ 1,000-00 I 4 $ 1,000.00 90 (SILT FENCE; TYPE MS 4,300 I LIN FT $ 2.62 $ 11,266.00 I 8,073 I $ 21,151.26 91 ISEDIMENT CONTROL LOG TYPE WOOD FIBER 9,200 LIN FT $ 2.77 I $ 25,484.00 $ - 92 FERTILIZER TYPE 1 7,560 POUND 1$ 0.64 1$ 4,838.40 I 1,900 I $ 1,216.00 93 SODDING TYPE LAWN 600 I SQ YD $ 9.15 $ 5,490.00 $ - 94 TROLLED EROSION PREVENTION CATEGORY 15 42,147 SQ YD 1$ 1.59 $ 67,013.73 I 20,534 $ 32,649.06 95 (SEED MIXTURE 25-131 I 4,576 POUND 1$ 4.93 $ 22,559.68 I 836 $ 4,121.48 Page 3 ER308 - Pay Estimate Base Bid ITEM NO. ITEM DESCRIPTION 96 SEED MIXTURE 33-261 97 HYDRAULIC MULCH MATRIX 98 MULCH MATERIAL TYPE 1 99 SEEDING 100 4" SOLID LINE MULTI -COMPONENT 101 4" DOUBLE SOLID LINE YELLOW - EPDXY 102 PAVEMENT MESSAGE MULTI -COMPONENT PAY ESTIMATE #3 CITY OF ELK RIVER NATURES EDGE BUSINESS CENTER THIRD ADDITION ESTIMATED CONTRACT CONTRACT USED TO QUANTITY UNIT UNIT PRICE AMOUNT DATE _EXTENSION_ 154 POUND $ 25.20 $ 3,880.80 132 $ 3,326.40 5,000 POUND $ 0.74 $ 3,700.00 ( $ - 58.8 I TON $ 0.01 $ 0.59 $ - 25.4 I ACRE $ 595.00 $ 15,113.00 15 $ 8,925.00 715 ( LI N FT $ 0.75 $ 536.25 $ - 2,359 LIN FT $ 1.50 $ 3,538.50 $ - 90 SO FT $ 6.50 $ 585.00 ( $ Total Base Bid $ 1,967,329.71 $ 1,463,114.81 TOTAL $1,463,114.81 Page 4 ER308 - Pay Estimate