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4.3 SR 07-17-2023Request for Action To Item Number Mayor and Ci T Council 4.3 Agenda Section Meeting Date Prepared by Consent July 17, 2023 Ryan Sandhoefner, Engineer 1 Item Description Reviewed by Pay Estimates Justin Femrite P.E., Public Works Director Reviewed by 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 Pay Est. # Contractor Amount City Hall Reroof 3 — Partial Palmer West Construction $167,270.30 2023 Street Improvements 2 — Partial North Valley Inc. $796,106.07 Nature's Edge Business Center 3rd 6 — Partial Northwest Asphalt $138,802.83 Houlton Conservation Area Bank CO — 1 JK Landscape $25,000.00 Youth Athletic Complex CO-2 Flagship Recreation $8,244.00 Mission/Policy/Goal Opportunity to live, work, and play. Attachments ■ Pay Estimate 3 — Palmer West Construction ■ Pay Estimate 2 — North Valley Inc. ■ Pay Estimate 6 — Northwest Asphalt ■ Change Order 1 — JK Landscape ■ Change Order 2 — Flagship Recreation The Elk River Vision P 0 W E e E 0 0 V A welcoming community rvitb revolutionary and spirzted resourcefulness, exceptional NATURE service, and community engagement that encourages and inspires prosperz[ Updated. August 2020 = �AIA Document G702" -1992 Application and Certificate for Payment TO OWNER: City of Elk River PROJECT: Elk River City Hall Reroof 13065 Orono Parkway 13065 Orono Parkway Elk River, MN 55330 Elk River, MN 55330 FROM Palmer West Construction Company, VIA CONTRACTOR: Inc. ARCHITECT: 14595 James Road Rogers, MN 55374 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. AIA Document 6703t, Continuation Sheet, is attached. 1. ORIGINAL CONTRACT SUM...........................................................................I.... $853,100.00 2. NET CHANGE BY CHANGE ORDERS................................................................. $8,715.00 3. CONTRACT SUM TO DATE (Line 1 f 2)............................................................ $861,815.00 4. TOTAL COMPLETED & STORED TO DATE (Column G on G703) ................. $861,815.00 5. RETAINAGE: a. 5.00 % of Completed Work (Column D + E on G703) $43,090.75 b. 0 % of Stored Material Column F on G703 $0.00 t Total Retainage (Lines 5a + 5b or Total in Column I of G703) ........I........ $43,090.75 6, TOTAL EARNED LESS RETAINAGE................................................................... $818,724.25 (Line 4 Less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT ............................................ $651,453.95 (Line 6 from prior Certificate) 8. CURRENT PAYMENT DUE........................................................................ $167,270.30 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) $43,090.75 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner $0.00 $0.00 Total approved this Month $8,715.00 $0.00 TOTALS $8,715.00 $0.00 ET CHANGES by Change Order $8,715.00 Code- 292-4-1600-4530 rv-v' —)� APPLICATION NO: 003 Distribution to: PERIOD TO: June 30, 2023 OWNER: 0 CONTRACT FOR: Roofing ARCHITECT: ❑ CONTRACT DATE: January 17, 2023 CONTRACTOR: ❑ PROJECT NOS: / 23-103 I 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 with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due. CONTRACT By:Date: June 22 2023 State of: County of: Hennepin Subscribed an sworn to before me this day of Jtl K% raOay Notary Public:-__ My Commission expires: C. 1 % 1 aox{ KIM RENEE WRIGHT Notary Public Minnesota My Commission Expires January 31, 2024 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...................................................................................... $167,270.30 (Attach explanation if amount certified differsfrom 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: Date: 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. All rights reserved. "The American Institute of Architects," "American Institute of Architects," 'AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 14:08:44 CT on 06/2212023 under Order No.3104237269 which expires on 08/20/2023, 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 docinfo@aiacontracts.com. User Notes: (369ADA51) 1111",iAlADocument G70T --1992 Continuation Sheet AIA Document G702V, Application and Certification for Payment, or G732TM, APPLICATION NO: 003 Application and Certificate for Payment, Construction Manager as Adviser Edition, APPLICATION DATE: June 22, 2023 containing Contractor's signed certification is attached. PERIOD TO: June 30, 2023 Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO: 23-103 Palmer West Construction A B C D I E F G H 1 ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE WORK COMPLETED MATERIALS PRESENTLY STORED (NOT INDORE) TOTAL COMPLETED AND STORED TO DATE (D+E+F) % (�C) BALANCE TO FINISH (C - G) RETAINAGE (IF VARIABLE RATE) FROM PREVIOUS APPLICATION D+E THIS PERIOD 001 Roofing Labor 342,230.00 239,561.00 102,669.00 0.00 342,230.00 100.00% 0.00 17,111.50 002 Roofing Mat'l 338,900.00 338,900.00 0.00 0.00 338,900.00 100.00% 0.00 16,945.00 003 Sheet Metal Mat'l 75,200.00 75,200.00 0.00 0.00 75,200.00 100.00% 0.00 3,760.00 004 Sheet Metal Labor 80,200.00 32,080.00 48,120.00 0.00 80,200.00 100.00% 0.00 4,010.00 005 Thompson Lightning Protection 16 570.00 0.00 16,570.00 0.00 16,570.00 100.00% 0.00 828.50 006 ICO #1 8,715.00 0.00 8,715.00 0.00 8,715.00 100.00% 0.00 435.75 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00% 0.00 0.00 0.00 0.00 0,00 0,00 0.00 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 0.00 0.00 GRAND TOTAL $861,815.00 $685,741.00 $176,074.00 $0.00 $861,815.00 100.00% $0.00 $43,090.75 AIA Document G703 -1992. Copyright @ 1963, 1965, 1966, 1967,1970, 1978, 1983 and 1992. All rights reserved. "The American Institute of Architects,' "American Institute of Architects,' "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 14:06:31 CT on 06/22/2023 under Order No.3104237269 which expires on 08/20/2023, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Document0 Terms of Service. To report copyright violations, e-mail docinfo@aiacontracts.com. User Notes: (3139ADAAE) Contractor's Application for Payment Owner: City of Elk River Owner's Project No.: Engineer: Bolton & Menk, Inc. Engineer's Project No.: OR1.128082 Contractor: North Valley Inc. Agency's Project No.: Project: 2023 Street Improvements Project Contract: Application No.: 2 Application Date: 7/5/2023 Application Period: From 6/1/2023 to 6/29/2023 1. Original Contract Price $ 5,433,358.71 2. Net change by Change Orders $ 3. Current Contract Price (Line 1 + Line 2) $ 5,433,358.71 4. Total Work completed and materials stored to date (Sum of Column G Lump Sum Total and Column J Unit Price Total) $ 2,548,303.92 5. Retainage a. 5% X $ 2,548,303.92 Work Completed $ 127,415.20 b. — X _$ - —Stored Materials $ - c. Total Retainage (Line 5.a + Line 5.b) $ 127,415.20 6. Amount eligible to date (Line 4 - Line 5.c) $ 2,420,888.72 7. Less previous payments $ 1,624,782.65 8. Amount due this application $ 796,106.07 9. Balance to finish, including retainage (Line 3 - Line 4) $ 2,885,054.79 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, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances); and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. Contractor: North Valley Inc. Signature: Date: L. Name: --7 6�.5 Title: Recommended by Engineer Approved by Owner By: By: C�Z�- 'F�oktG� Name: Jason W. Cook, PE Name: Justin Femrite Title: Project Manager Title: Chief Date: 7/7/2023 Date: 7/11/23 Code, 401-4-8080-4530 EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. Progress Estimate - Unit Price Work Contractor's Application for Payment Owner: City of Elk River Owner's Project No.: Engineer: Bolton & Menk, Inc. Engineer's Project No.: OR1.126062 Contractor: North Valley Inc. Contractor's Project No.: Project: 2023 Street Improvements Project Agency's Project No.: Contract: Application No.: 2 Application Period: From 06/01/23 to 06/29/23 Application Date: 07/05/23 A B C D E F F1 F2 G H I J K Bid Item No. Description Contract Information Previous Estimate Work Completed Materials Currently Stored (not in G) N Work Completed and Materials Stored to Date (H + 1) N % of Value of Item (J / F) (%) Item Quantity Units Unit Price N Value of Bid Item (CX E) N Quantity Previous Estimate Value Previous Estimate Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) N Original Contract 1 MOBILIZATION 1.00 LUMPSUM 190,171.66 190,171.66 0.50 95,085.94 0.50 95,085.94 95,085.94 50% 2 CLEARING 7.00 TREE 321.26 2,248.82 - - - - - 3 GRUBBING 7.00 TREE 107.09 749.63 - - - - - 4 REMOVE STRUCTURE 9.00 EACH 374.61 3,373.29 - - - - - 5 REMOVE HYDRANT 11.00 EACH 426.35 4,711.85 - - - - - 6 REMOVESIGN 14.00 EACH 26.77 374.76 - - - - - 7 REMOVE CONCRETE CURB & GUTTER 2,072.00 LIN FT 7.29 15,104.66 1,864.00 13,566.56 1,864.00 13,566.56 13,566.56 90% S REMOVE BITUMINOUS CURB 9,850.00 LIN FT 1.07 10,539.50 65.00 90.95 1,585.00 1,695.95 1,695.95 16% 9 REMOVE PIPE SEWERS 150.00 LIN FT 21.42 3,213.00 - - - - - 10 REMOVE WATERMAIN 4,491.00 LIN FT 3.21 14,416.11 - - - - - 11 REMOVE CONCRETE PAVEMENT 5,276.00 SQ FT 1.51 7,966.76 205.00 309.55 205.00 309.55 309.55 4% 12 REMOVE POLES 2.00 EACH 535.44 1,070.66 - - - - - 13 SALVAGE & RESTORE IRRIGATION SYSTEM 11.00 EACH 461.90 5,300.90 - - - - - 14 FURNISH AND INSTALL SPRINKLER HEAD 117.00 EACH 139.21 16,287.57 - - 17.00 2,366.57 2,366.57 15% 15 SALVAGE & REINSTALL MEDIAN DELINIATORS 105.00 LIN FT 107.09 11,244.45 - - - - - 16 SALVAGE & REINSTALL SIGN 35.00 EACH 160.63 5,622.05 - - - - - 17 SALVAGE & REINSTALL FENCE 40.00 LIN FT 53.54 2,141.60 - - - - - 16 SALVAGE & REINSTALL GATE 1.00 EACH 2,891.38 2,891.38 - - - - - 19 COMMON EXCAVATION (CV) (P) 9,962.00 CU YD 27.63 277,242.46 1,265.00 35,204.95 1,265.00 35,204.95 35,204.95 13% 20 SUBGRADE EXCAVATION (EV) 800.00 CU YD 27.63 22,264.00 172.00 4,786.76 172.00 4,786.76 4,786.76 22% 21 POND EXCAVATION (EV) 457.00 CU YD 21.42 9,766.94 - - - - - 22 EXPLORATORY EXCAVATION 10.00 HOURS 535.44 5,354.40 - - - - - 23 SELECT GRANULAR BORROW (CV) 800.00 CU YD 23.36 18,704.00 172.00 4,021.36 172.00 4,021.36 4,021.36 22% 24 SALVAGED AGGREGATE FROM STOCKPILE (CV) (P) 4,022.00 CU YD 13.21 53,130.62 - - - - - 25 AGGREGATE SURFACING (CV) CLASS 2 30.00 CU YD 67.47 2,024.10 - - - - - 26 RANDOM RIPRAP CLASS IV 55.00 CU YD 126.51 7,068.05 - - - - - 27 FULL DEPTH RECLAMATION (10") 28,159.00 SQ YD 1.30 36,606.70 10,637.00 13,828.10 10,637.00 13,828.10 13,828.10 38% 26 BITUMINOUS PATCH SPECIAL (DRIVEWAY/TRAIL) 675.00 SQ YD 33.69 29,653.75 196.40 6,656.00 379.40 12,857.87 12,857.87 43% 29 BITUMINOUS PATCH SPECIAL (STREET) 11,996.00 SQ YD 31.33 375,834.68 4,317.00 135,251.61 6,966.00 218,244.78 218,244.78 58% 30 M I LL BITU M I NO US SU RFAC E(TAPER 1.25"-0") 168,680.00 LIN FT 0.54 91,087.20 79,900.00 43,146.00 137,524.00 74,262.96 74,262.96 62% 31 MILL BITUMINOUS SURFACE(1.5") 11,406.00 SQ YD 1.36 15,740.28 3,772.00 5,205.36 10,131.00 13,980.78 13,980.78 69% 32 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) 26,869.00 TON 64.57 2,272,311.33 12,506.00 1,057,632.42 20,289.00 1,715,840.73 1,715,840.73 76% 33 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C) 4,220.00 TON 76.37 330,721.40 1,652.00 129,467.24 1,652.00 129,467.24 129,467.24 39% 34 CONCRETE FLUME 3.00 EACH 535.44 1,606.32 - - - - - 35 24" RC PIPE APRON (WITH TRASH GUARD) 2.00 EACH 4,283.52 8,567.04 - - - - - 36 12" RC PIPE SEWER CLASS V 95.00 LIN FT 66.93 6,358.35 - - - - - 37 15" RC PIPE SEWER CLASS V 190.00 LIN FT 74.96 14,242.40 - - - - - 36 21" RC PIPE SEWER CLASS V 363.00 LIN FT 94.24 34,209.12 - - - - - 39 24" RC PIPE SEWER CLASS V 146.00 LIN FT 126.51 19,019.48 - - - - - 40 BULKHEAD STORM PIPE 4.00 EACH 267.72 1,070.66 - - - - - 41 CONNECTTO EXISTING STORM SEWER 8.00 EACH 1,606.32 12,850.56 - - - - - 42 FILL&ABANDON PIPE 206.00 LIN FT 19.26 4,010.24 - - - - - 43 ISANITARY SEWER SERVICE REPAIR 5.00 EACH 1,070.66 5,354.40 - - - - - 44 SANITARY SEWER SERVICE REPAIR (ROOT DAMAGE) 6.00 EACH 1,070.66 6,425.26 45 ITEM PORARY WATER SERVICE 1.00 LUMPSUM 26,771.99 26,771.99 EJCDC C-620 Contractor's Application for Payment Unit Price (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 1 of 2 Progress Estimate - Unit Price Work Contractor's Application for Payment Owner: City of Elk River Owner's Project No.: Engineer: Bolton & Menk, Inc. Engineer's Project No.: OR1.128082 Contractor: North Valley Inc. Contractor's Project No.: Project: 2023 Street Improvements Project Agency's Project No.: Contract: Application No.: 2 Application Period: From 06/01/23 to 06/29/23 Application Date: 07/05/23 A BP C D E F F1 F2 G H I J K Bid Item No. Description Contract Information Previous Estimate Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + 1) ($) %of Value of Item (J / F) N Item Quantity Units Unit Price ($) Value of Bid Item (CX E) ($) Quantity Previous Estimate Value Previous Estimate Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) 46 CONNECT TO EXISTING WATER SERVICE 57.00 EACH 1,177.97 67,144.29 47 CONNECTTO EXISTING WATERMAIN 4.00 EACH 2,677.20 10,708.80 48 ADJUSTVALVE BOX 70.00 EACH 240.95 16,866.50 24.00 5,782.80 27.00 6,505.65 6,505.65 39% 49 REMOVE & REPLACE VALVE BOX 14.00 EACH 1,981.13 27,735.82 4.00 7,924.52 4.00 7,924.52 7,924.52 29% 50 6" WATERMAIN DUCTILE IRON CL 52 150.00 LIN FT 74.96 11,244.00 51 8" WATERMAIN DUCTILE IRON CL 52 3,607.00 LIN FT 91.02 328,309.14 - - - - - 52 10" WATERMAIN DUCTILE IRON CL 52 715.00 LIN FT 101.73 72,736.95 53 6" GATE VALVE & BOX 10.00 EACH 2,516.57 25,165.70 54 8" GATE VALVE & BOX 7.00 EACH 3,533.90 24,737.30 55 10" GATE VALVE & BOX 2.00 EACH 4,926.05 9,852.10 - - - - - 56 HYDRANT 10.00 EACH 7,228.44 72,284.40 57 WATERMAIN FITTINGS 2,480.00 POUND 12.85 31,868.00 58 ADJUST CASTING (MANHOLE) 164.00 EACH 408.93 67,064.52 110.00 44,982.30 110.00 44,982.30 44,982.30 67% 59 ADJUSTCASTING (CATCH BASIN) 29.00 EACH 626.46 18,167.34 19.00 1 11,902.74 21.00 13,155.66 13,155.66 72% 60 CASTING ASSEMBLY 21.00 EACH 1,247.57 26,198.97 61 CONSTRUCT DRAINAGE STRUCTURE(2'X3') 49.90 LIN FT 540.79 26,985.42 - - - - - 62 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 28.00 LIN FT 685.36 19,190.08 63 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 19.90 LIN FT 733.55 14,597.65 64 CONSTRUCT DRAINAGE SKIMMER STRUCTURE(72") 1.00 LUMPSUM 18,204.95 18,204.95 65 4" CONCRETE WALK 1,743.00 SQ FT 5.35 9,325.05 367.00 1,963.45 367.00 1,963.45 1,963.45 21% 66 6" CONCRETE WALK 4,248.00 SQ FT 6.43 27,314.64 1,485.00 9,548.55 1,485.00 9,548.55 9,548.55 35% 67 6" CONCRETE DRIVEWAY PAVEMENT 12,799.00 SQ FT 7.50 95,992.50 23.00 172.50 23.00 172.50 172.50 68 CONCRETE CURB & GUTTER DESIGN B412 9,314.00 LIN FT 17.13 159,548.82 69 CONCRETE CURB & GUTTER DESIGN B618 1,105.00 LIN FT 27.84 30,763.20 978.00 27,227.52 998.00 27,784.32 27,784.32 90% 70 CONCRETE CURB & GUTTER DESIGN SPECIAL 1,250.00 LIN FT 27.84 34,800.00 855.00 23,803.20 855.00 23,803.20 23,803.20 68% 71 7" CONCRETE VALLEY GUTTER 844.00 SQ FT 16.06 13,554.64 67.00 1,076.02 67.00 1,076.02 1,076.02 8% 72 TRUNCATED DOMES 546.00 SQ FT 53.54 29,232.84 352.00 18,846.08 352.00 18,846.08 18,846.08 64% 73 BITUM INOUS CURB 9,950.00 LIN FT 3.21 31,939.50 2,050.00 6,580.50 6,580.50 21% 74 RELOCATE MAILBOX 64.00 EACH 187.40 11,993.60 75 TRAFFIC CONTROL 1.00 LUMPSUM 16,491.55 16,491.55 0.50 8,245.78 0.50 8,245.78 8,245.78 50% 76 SIGN PANELS TYPE C 156.00 SQ FT 58.90 9,188.40 77 STABILIZED CONSTRUCTION EXIT 3.00 EACH 535.44 1,606.32 - - - - - 78 STORM DRAIN INLET PROTECTION 23.00 EACH 240.95 5,541.85 79 SILT FENCE, TYPE MS 1,778.00 LIN FT 1.98 3,520.44 - - - - - 80 SEDIMENTCONTROL LOG TYPE WOOD CHIP 170.00 LIN FT 3.21 545.70 81 COMMON TOPSOIL BORROW(LV) 1,045.00 CU YD 49.97 52,218.65 91.00 4,547.27 547.00 27,333.59 27,333.59 52% 82 FERTILIZER TYPE 3 963.00 POUND 1.07 1,030.41 700.00 749.00 749.00 73% 83 SEEDING 2.90 ACRE 428.35 1,242.22 2.00 856.70 856.70 69% 84 SEED MIXTURE 25-151 754.00 POUND 5.14 3,875.56 600.00 3,084.00 3,084.00 80% 85 SEED MIXTURE 35-641 6.00 POUND 42.56 255.36 - - - - - 86 HYDRAULIC BONDED FIBER MATRIX 9,623.00 POUND 1.45 13,953.35 7,000.00 10,150.00 10,150.00 73% 87 LANDSCAPING MULCH 5.00 CU YD 69.61 348.05 - - - - - 88 24" SOLID LINE MULTI -COMPONENT (WHITE) 67.00 LIN FT 6.96 466.32 89 CROSSWALK MULTI-COMPONENT(WHITE) 678.00 SQ FT 5.89 3,993.42 - - - - - 90 PAVEM ENT M ESSAGE M ULTI-COMPONENT 1.00 EACH 107.09 107.09 Original Contract Totals $ 5,433,358.71 $ 1,710,297.53 $ 2,548,303.92 $ - $ 2,548,303.92 47% EJCDC C-620 Contractor's Application for Payment Unit Price (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 2 of 2 Contractor's Application for Payment No. 6 To (Owner): City of Elk River Application 11d1/2023 to 513 tf2d23 Application Date: June 27, 2023 Period: Project: Natures Edge Business Center From (Contractor): Via (Engineer): Hakanson Anderson Third Addition Northwest Asphalt Application For Payment Chance Order Summary Approved Chan e Orders Number Additions Deductions TOTALS NET CHANGE BY CHANGE ORDERS $0.00 $0.00 $0.00 1. ORIGINAL CONTRACT PRICE................................................................... 2. Net change by Change Orders......................................................................... 3. Current Contract Price (Line 1 + 2)................................................................ 4. TOTAL COMPLETED AND STORED TO DATE 5. RETAINAGE: a. 2% X Work Completed ............................................ b. 0% X Stored Material .............................................. c. Total Retainage (Line 5.a + Line 5.b)................................................... 6. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5.c).................................... 7. MATERIAL ON HAND NOT INSTALLED (75% of Cost) ......................... 8. LESS PREVIOUS PAYMENTS...................................................................... 9. AMOUNT DUE THIS APPLICATION.......................................................... Contractor's Certification The undersigned Contractor certifies, to the best of its knowledge, the following: (t) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractors legitimate obligations incurred in connection with the Work covered by prior Applications for Payment; (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for Payment, will pass to Owner at time of payment free and clear of all Liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such Liens, security interest, or encumbrances); and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. Contractor Signature Date: By %j { a £` aE $ $1,967,329.71 $ $0.00 $ $1,967,329.71 $ $1,912,656.86 $ $ $38,253.14 $ $0.00 $ $38,253.14 $ $1,874,403.72 $ $1,735,600.89 $ $138,802.83 ENGINEER: HAKANSON ANDERSON Certification: We recommend payment for work and quantites shown. E 016-30-23 (Engineer) Date OWNER: CITY OF ELK RIVER yt,� 1, 7/5/2023 (Owner) Date Code- 245-4-6210-4530 PAY ESTIMATE #6 CITY OF ELK RIVER NATURES EDGE BUSINESS CENTER THIRD ADDITION ITEM NO. M ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 1 LUMP SUM $ 70,400.00 $ 70,400.00 1 $ 70,400.00 2 CLEARING 10 EACH $ 112.80 $ 1,128.00 10 $ 1,128.00 3 GRUBBING 10 EACH $ 75.20 $ 752.00 10 $ 752.00 4 ICLEARING 2.15 ACRE $ 7,200.00 $ 15,480.00 2.15 $ 15,480.00 5 IGRUBBING 2.15 ACRE $ 4,800.00 $ 10,320.00 2.15 $ 10,320.00 6 REMOVE CONCRETE APRON 1 EACH $ 300.00 $ 300.00 1 $ 300.00 7 REMOVE GATE VALVE AND BOX 1 EACH $ 400.00 $ 400.00 1 $ 400.00 8 REMOVE HYDRANT 1 EACH $ 400.00 $ 400.00 1 $ 400.00 9 REMOVE SIGN I EACH $ 50.00 $ 50.00 1 $ 50.00 10 SALVAGE SIGN 2 EACH $ 50.00 $ 100.00 2 $ 100.00 11 ISAWING BITUMINOUS PAVEMENT (FULL DEPTH) 590 LIN FT $ 3.50 $ 2,065.00 670 $ 2,345.00 12 REMOVE WATERMAIN 10 LIN FT $ 90.00 $ 900.00 10 $ 900.00 13 REMOVE CONCRETE CURB 797 LIN FT $ 3.50 $ 2,789.50 798 $ 2,793.00 14 REMOVE BITUMINOUS PAVEMENT 1,374 SQ YD $ 5.00 $ 6,870.00 1,374 $ 6,870.00 15 EXCAVATION - COMMON 95,211 CU YD $ 1.96 $ 186,613,56 95,211 $ 186,613.56 16 DEWATERING 1 LUMP SUM $ 44,000.00 $ 44,000.00 1 $ 44,000.00 17 SUBGRADE SOIL MODIFICATION 10,471 SQ YD $ 0.75 $ 7,853.25 10,471 $ 7,853.25 18 ISUBGRADE PREPARATION 28.9 ROAD STA $ 600.00 $ 17,340.00 28.9 $ 17,340.00 19 AGGREGATE BASE CLASS 5 - TRAIL (CV) (P) 495 CU YD $ 35.60 $ 17,622.00 495 $ 17,622.00 20 AGGREGATE BASE CLASS 5 - STREET (CV) (P) 3,088 CU YD $ 27.00 $ 83,376.00 3,088 $ 83,376.00 21 MILL BITUMINOUS SURFACE (2.0") 124 SQ YD $ 20.00 $ 2,480.00 100 $ 2,000.00 22 BITUMINOUS MATERIAL FOR TACK COAT 705 GALLONS $ 3.00 $ 2,115.00 685 $ 2,055.00 23 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5- THICK 2,686 SQ YD $ 13.70 $ 36,798.20 2,686 $ 36,798.20 24 TYPE SP 12.5 WEARING COURSE MIXTURE (3,6) 2.0" THICK 10,072 SQ YD $ 8.65 $ 87,122.80 10,072 $ 87,122.80 25 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) 2.5- THICK 9,948 SQ YD $ 10.30 $ 102,464.40 9,948 $ 102,464.40 26 115"RC PIPE APRON 3 EACH $ 1,040.00 $ 3,120.00 3 $ 3,120.00 27 18" RC PIPE APRON 2 EACH $ 1,102.00 $ 2,204.00 2 $ 2,204.00 28 21"RC PIPE APRON 1 EACH $ 1,257.00 $ 1,257.00 1 $ 1,257.00 29 42"RC PIPE APRON 1 EACH $ 2,682.00 $ 2,682.00 1 $ 2,682.00 30 TRASH GUARD FOR 15"PIPE APRON 3 EACH $ 556.00 $ 1,668.00 3 $ 1,668.00 31 TRASH GUARD FOR 18" PIPE APRON 2 EACH $ 610.00 $ 1,220.00 2 $ 1,220.00 32 TRASH GUARD FOR 21- PIPE APRON 1 EACH $ 961.00 , $ 961.00 1 $ 961.001 Page 1 ER308 - Pay Estimate PAY ESTIMATE #6 CITY OF ELK RIVER NATURES EDGE BUSINESS CENTER THIRD ADDITION Race Rid ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT U UNIT PRICE CONTRACT AMOUNT � USED TO DATE EXTENSION 33 TRASH GUARD FOR 42" PIPE APRON 1 EACH $ 2,636.00 $ 2,636.00 1 $ 2,636.00 34 6" PVC PIPE SEWER SDR 26 274 LIN FT $ 39.00 $ 10,686.00 274 $ 10,686.00 35 12"PVC PIPE SEWER SDR 35 3,531 LIN FT $ 49.00 $ 173,019.00 3,486 $ 170,814.00 36 12"RC PIPE SEWER DESIGN 3006 CL V 121 LIN FT $ 43.00 $ 5,203.00 121 $ 5,203.00 37 15" RC PIPE SEWER DESIGN 3006 CL V 456 LIN FT $ 47.00 $ 21,432.00 456 $ 21,432.00 38 18"RC PIPE SEWER DESIGN 3006 CL V 688 LIN FT $ 51.00 $ 35,088.00 688 $ 35,088.00 39 21"RC PIPE SEWER DESIGN 3006 CL V 191 LIN FT $ 60.00 $ 11,460.00 191 $ 11,460.00 40 24"RC PIPE SEWER DESIGN 3006 CL V 147 LIN FT $ 80.00 $ 11,760.00 147 $ 11,760.00 41 27" RC PIPE SEWER DESIGN 3006 CL V 183 LIN FT $ 117.00 $ 21,411.00 183 $ 21,411.00 42 36"RC PIPE SEWER DESIGN 3006 CL 111 340 LIN FT $ 118.00 $ 40,120.00 340 $ 40,120.00 43 42" RC PIPE SEWER DESIGN 3006 CL 111 90 LIN FT $ 165.00 $ 14,850.00 90 $ 14,850.00 44 CONNECT TO EXISTING SANITARY SEWER 1 EACH $ 1,500.00 $ 1,500.00 1 $ 1,500.00 45 CONNECT TO EXISTING STORM SEWER 1 EACH $ 1,500.00 $ 1,500.00 1 $ 1,500.00 46 6" PVC CAP 5 EACH $ 60.00 $ 300.00 5 $ 300.00 47 8" PVC CAP 1 EACH $ 230.00 $ 230.00 1 $ 230.00 48 112" PVC CAP I EACH $ 190.00 $ 190.00 1 $ 190.00 49 21"RC PIPE PLUG 2 EACH $ 150.00 $ 300.00 2 $ 300.00 50 27"RC PIPE PLUG 1 EACH $ 170.00 $ 170.00 1 $ 170.00 51 CLEAN AND VIDEO TAPE PIPE SEWER 3,764 LIN FT $ 1.80 $ 6,775.20 3,764 $ 6,775.20 52 8" PVC PIPE SEWER - DIRECTIONALL DRILLED 79 LIN FT $ 182.00 $ 14,378.00 80 $ 14,560.00 53 CONNECT TO EXISTING WATERMAIN 1 EACH $ 1,500.00 $ 1,500.00 1 $ 1,500.00 54 HYDRANT 7 EACH $ 4,760.00 $ 33,320.00 7 $ 33,320.00 55 6" GATE VALVE AND BOX 7 EACH $ 2,040.00 $ 14,280.00 7 $ 14,280.00 56 8" GATE VALVE AND BOX 5 EACH $ 2,600.00 $ 13,000.00 5 $ 13,000.00 57 12" GATE VALVE AND BOX 5 EACH $ 4,310.00 $ 21,550.00 5 $ 21,550.00 58 HYDRANT RISER 6 LIN FT $ 1.00 $ 6.00 2 $ 2.00 59 6- WATERMAIN DUCTILE IRON CL 52 85 LIN FT $ 65.00 $ 5,525.00 80 $ 5,200.00 60 8" WATERMAIN DUCTILE IRON CL 52 301 LIN FT $ 66.00 $ 19,866.00 302 $ 19,932.00 61 12"WATERMAIN DUCTILE IRON CL 52 2,751 LIN FT $ 66.70 $ 183,491.70 2,367 $ 157,878.90 62 8"HDPE WATERMAIN (DIRECTIONAL DRILLED) 50 LIN FT $ 175.00 $ 8,750.00 50 $ 8,750.00 63 12"HDPE WATERMAIN (DIRECTIONAL DRILLED) 848 LIN FT $ 72.00 $ 61,056.00 1,280 $ 92,160.00 64 R POLYSTYRENE INSULATION 40 SQ YD $ 37.00 , $ 1,480.00 28.4 $ 1,050.80 65 IDUCTILE IRON FITTINGS 6,500 POUND $ 11.501 $ 74,750.00 2,498 $ 28,727.00 Page 2 ER308 - Pay Estimate PAY ESTIMATE #6 CITY OF ELK RIVER NATURES EDGE BUSINESS CENTER THIRD ADDITION Races Rid ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT I AMOUNT USED TO DATE EXTENSION 66 ICASTING ASSEMBLY 31 EACH $ 462.00 $ 14,322.00 31 $ 14,322.00 67 CONSTRUCT SANITARY STRUCTURE DESIGN 4007 216.2 LIN FT $ 287.00 $ 62,049.40 216.2 $ 62,049.40 68 CONSTRUCT DRAINAGE STRUCTURE DESIGN 24"X36" 13.6 LIN FT $ 586.00 $ 7,969.60 13.6 $ 7,969.60 69 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 33.1 LIN FT $ 477.00 $ 15,788.70 33.1 $ 15,788.70 70 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 32.5 LIN FT $ 731.00 $ 23,757.50 32.5 $ 23,757.50 71 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 27.6 LIN FT $ 762.00 $ 21,031.20 27.6 $ 21,031.20 72 CONSTRUCT DRAINAGE STRUCTURE DESIGN 96-4020 12.1 LIN FT $ 1,268.00 $ 15,342.80 12.1 $ 15,342.80 73 GEOTEXTILE FILTER TYPE 4 202 SQ YD $ 4.00 $ 808.00 118 $ 472.00 74 RANDOM RIPRAP CLASS IV 35.9 CU YD $ 166.00 $ 5,959.40 35.9 $ 5,959.40 75 ARTICULATED BLOCK MAT CLOSED CELL TYPE B 66 SQ YD $ 218.00 $ 14,388.00 66 $ 14,388.00 76 16- CONCRETE WALK 128 SO FT $ 11.30 $ 1,446.40 128 $ 1,446.40 77 CONCRETE CURB AND GUTTER DESIGN B612 101 LIN FT $ 25.65 $ 2,590.65 63 $ 1,615.95 78 CONCRETE CURB AND GUTTER DESIGN B618 5,150 LIN FT $ 12.65 $ 65,147.50 5,152 $ 65,172.80 79 7" CONCRETE DRIVEWAY PAVEMENT 28 SQ YD $ 63.00 $ 1,764.00 29 $ 1,827.00 80 8" CONCRETE DRIVEWAY PAVEMENT 55 SQ YD $ 63.00 $ 3,465.00 49 $ 3,087.00 81 TRUNCATED DOMES 20 SQ FT $ 100.00 $ 2,000.00 31 $ 3,100.00 82 ]PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 725 LIN FT $ 14.50 $ 10,512.50 723 $ 10,483.50 83 TRAFFIC CONTROL 1 LUMP SUM $ 2,250.00 $ 2,250.00 1 $ 2,250.00 84 SIGN PANELS TYPE C 26.3 SQ FT $ 55.00 $ 1,446.50 26.3 $ 1,446.50 85 INSTALL SIGN 2 EACH $ 150.00 $ 300.00 2 $ 300.00 86 STABILIZED CONSTRUCTION EXIT 1 LUMP SUM $ 1,500.00 $ 1,500.00 1 $ 1,500.00 87 EROSION CONTROL SUPERVISOR 1 LUMP SUM $ 1,500.00 $ 1,500.00 1 $ 1,500.00 88 STORM DRAIN INLET PROTECTION 17 EACH $ 150.00 $ 2,550.00 17 $ 2,550.00 89 CULVERT END CONTROLS 4 EACH $ 250.00 $ 1,000.00 4 $ 1,000.00 90 SILT FENCE; TYPE MS 4,300 LIN FT $ 2.62 $ 11,266.00 13,280 $ 34,793.60 91 SEDIMENT CONTROL LOG TYPE WOOD FIBER 9,200 LIN FT $ 2.77 $ 25,484.00 $ - 92 FERTILIZER TYPE 1 7,560 POUND $ 0.64 $ 4,838.40 3,940 $ 2,521.60 93 SODDING TYPE LAWN 600 SQ YD $ 9.15 $ 5,490.00 600 $ 5,490.00 94 ROLLED EROSION PREVENTION CATEGORY 15 42,147 SQ YD $ 1.59 $ 67,013.73 42,450 $ 67,495.50 95 SEED MIXTURE 25-131 4,576 POUND $ 4.93 $ 22,559.68 3,135 $ 15,455.55 96 SEED MIXTURE 33-261 154 POUND $ 25.20 $ 3,880.80 170 $ 4,284.00 97 HYDRAULIC MULCH MATRIX 5,000 POUND $ 0.74 $ 3,700.00 5,750 $ 4,255.00 98 IMULCH MATERIAL TYPE 1 1 58.8 TON $ 0.01 $ 0.59 , $ - Page 3 ER308 - Pay Estimate PAY ESTIMATE #6 CITY OF ELK RIVER NATURES EDGE BUSINESS CENTER THIRD ADDITION 51nan Rid ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE 'ET T CONTRACT AMOUNT I USED TO DATE EXTENSION 99 SEEDING 25.4 ACRE $ 595.00 $ 15,113.00 23 $ 13,685.00 100 4" SOLID LINE MULTI -COMPONENT 715 LIN FT $ 0.75 $ 536.25 663 $ 497.25 101 4" DOUBLE SOLID LINE YELLOW - EPDXY 2,359 LIN FT $ 1.50 $ 3,538.50 2,869 $ 4,303.50 102 IPAVEMENT MESSAGE MULTI -COMPONENT 90 SQ FT $ 6.50 $ 585.00 90 $ 585.00 Total Base Bid $ 1,967,329.71 $ 1,912,656.86 TOTAL $1,912,656.86 Page 4 ER308 - Pay Estimate LANDSCAPE -Oilk F; �0 lll�-t - �Z- I �-- ; Iip•l:iii 0 1711 (3,20) 5I58-�4455 A'AA DATE: 6/22/2023 Arkin for the folllowing: 1. Erosion Control Blanket t�hiat was in the specs is changed to Rolanka B1OD-Mat40 Erosion Control Blanket The Original Contract Amount wais $ 231,444.00 Net Change by Previously Authorized Change Orders $i -0- The Contract Amount Prior to This Change, Order was $ 231,444,00 The Contract wi�ll be Increased By This Change Order in the Amount oif $ 25,000M The New Contract Amount Including This Change Order Will Be $ 25,6,44,4.010 The Contract Time will be unchanged'. as a INN SIGINATUk-V- DATE BRANDON WISNER, Engineering Project Manag CITY OF ELK RIVER 13065 ORONO PARKWAY ELK RIVER, MN 55330 1 6.23.2023 SIGNATURE DATE fl" FLAGSHIP RECREATION: CHANGE ORDER PROJECT: Elk River YAC Shade CHANGE ORDER #: 2 *Thls Change Order nulls and voids Change Order #1 DATE: May 3, 2023 ORIGINAL TOTAL ORDER VALUE: $133,575.35 PAID TO DATE: $103,281.92 (LSI Contract for Equipment) REMAING TO BE PAID ON ORIGINAL CONTRACT: $30,293.43 CHANGE VALUE: °rn8,,244 UPDATED TOTAL ORDER VALUE: $39 5,37'.43 DESCRIPTION OF CHANGE: • -3500 credit for drilling holes • -1000 credit for hauling and disposal of footing spoils BAILEY WOLF, PROJECT CONSULTANT— FLAGSHIP RECREATION ,e � s I1dFry SIGNATURE: i4r xlvt r `! _.. .w.........._.DATE: 3 CUSTOMER APPROVAL SIGNATURE: .������N. DATE: ° FLAGSHIP RECREATION: CHANGE ORDER PROJECT: Elk River YAC Shade CHANGE ORDER 4:1 DATE: May 3, 2023 ORIGINAL TOTAL ORDER VALUE: $133,575.35 PAID TO DATE: $103M.82 (LSI Contact for tune" REMAING TO BE PAID ON ORIGINAL CONTRACT: $30,293AS CHANGE VALUE: UPDATED TOTAL ORDER VALUE: $43,037,43 DESCRIPTION OF CHANGE: • Core Drilling Truck: $7,080 for drilling 6 footer holes. • Sono Tubes: $5,664 for material and installation of 6 sono tubes for shade footers. • Spoils to remain on site. BAILEY WOLF, PROJECT CONSULTANT— FLAGSHIP RECREATION SIGNATURE: CUSTOMER APPROVAL SIGNATURE: DATE: �... M?��'..�.�,rv.....—. rah Z92 µ, DATA ..�..�.�. m.."_ Flagship Recreation `1%..Lak Elmo, MN 55042 J�J Bill To City of Elk River 13065 Orono Pkwy NW Elk River, MN 55330 Invoice Date 6/30/2023 Invoice # F21379 P.O. Number Ship To Elk River Youth Athletic Complex 165th Ave NW Elk River, MN 55330 Quantity Item Description Price Each Total Amount **Change Order Signed 5.3.23** - waiting for final approval for updated CO as of 6/30. wait to invoice until received. 1 SITEWORK Core Drilling Truck - Drilling of 6 Footer Holes 7,080.00 7,080.00T I SITEWORK Sono Tubes - Material and Installation of 6 sono tubes for shade footers 5,664.00 5,664.00T **spoils to remain on site 1 INSTALLA credit for original install estimate for drilling holes -3,500.00 -3,500.00T I SITEWORK credit for Hauling and Disposal of Footing Spoils -1,000.00 -1,000.00T Thank you for your order! E Subtotal $8,244.00 Sales Tax (0.0%) $0.00 REASON— Total $8,244.00 ,y GODS Deposit $0.00 Balance Due $8,244.00 Terms - Net 30 days 1.5% finance charge on remaining balance