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4.3 SR 06-17-2024City of Elk - River To City Council Meeting Date June 17, 2024 Item Description Pay Estimates as outlined in the staff report. Action Requested Approve, by motion, the pay estimates detailed below. Request for Action Item Number 4.3 Prepared By Ryan Sandhoefner, Engineering Project Manager Reviewed by Justin Femrite Lori Stich Joe Stremcha Cal Portner Tina Allard Background/Discussion The following pay estimates have been reviewed and found to be accurate and in accordance with approved contracts. Financial Impact Project Rolling Hills Sewer Extension Rolling Hills Sewer Extension Pay Estimate # 3 5 Rolling Hills Pond Final Dredging 2023 Street Improvements 8 Mission/Policy/Goal Meet changing needs - Agile Contractor Northdale Construction Company Northdale Construction Company Valdes Lawn Care & Snow Removal, LLC North Valley Inc. Attachments I . Pay App 3 - Northdale Construction Company 2. Pay App 5 - Northdale Construction Company 3. Pay App Final - Valdes Lawn Care & Snow Removal, LLC 4. Pay App 8 - North Valley Inc. The Elk River Vision Amount $12,673.00 $76,891.41 $2,443.50 $199,673.84 A avelcoming community with revolutionary and spirited resourcefulness, exceptional service, and community p p W E R E U A Y engagement that encourages and inspires prosperity 372 Contractor's Application for Payment Owner: City of Elk River Owner's Project No.: Engineer: Bolton & Menk, Inc. Engineer's Project No.: OR1.129209 Contractor: Northdale Construction Company Agency's Project No.: Project: Rolling Hills Sewer Extension Contract: Application No.: 3 Application Date: 3/31/2024 Application Period: From 12/16/2023 to 3/31/2024 1. Original Contract Price $ 1,711,923.51 2. Net change by Change Orders $ - 3. Current Contract Price (Line 1 + Line 2) $ 1,711,923.51 4. Total Work completed and materials stored to date (Sum of Column G Lump Sum Total and Column J Unit Price Total) $ 1,305,101.73 5. Retainage a. 5% X $ 1,245,151.33 Work Completed $ 62,257.57 b. 5% X $ 59,950.40 Stored Materials $ 2,997.52 c. Total Retainage (Line 5.a + Line 5.b) $ 65,255.09 6. Amount eligible to date (Line 4 - Line 5.c) $ 1,239,846.64 7. Less previous payments $ 1,227,173.64 8. Amount due this application $ 12,673.00 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. i Contractor: Signature: Date: Name: Title: A-[5 Recommended by Engineer Approved by Owner �I / By: w By: Name: Jason Cook Name: Justin Femrite Title: Project Engineer Title: Chief Date: 3/31/2024 Date: 6-7-24 Code- Rolling Hills Sewer EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. Page 30 of 372 Progress Estimate - Unit Price Work Contractor's Application for Pavment Ergi— Bolton & Mork, Inc. ErI Pool- No.: OR1.129209 a oo©om®o©ooao Work C.rI Work C.rI rd M—H.h St.,.dt.D.t. M V.I "of It.. (,A) 13.1— Firkin N V.I Bid It— M E.i— E.i —d I,CQ, 'tity th. Work V.I.. .1 Work C..pI..dt.D.t.M M oRE MOV �RI mADJ UST FRAM• NG m CONCRETE ��������� �12"CONCRET PAVEMENT m• 'CHAIN LINK FENCE AND GATES ��������� ® ������� mCLEANOUT MANHOLE m • N OLE ODOR CONTROL FILTERST RM DRAIN INLET PROTECTION EICDC C-620 Contractor's Application for Payment Unit Price (c) 2018 National Society of Professional Engineers for EICDC. All rights reserved. 1 of 1 Page 31 of 372 Contractor's Application for Payment Owner: City of Elk River Owner's Project No.: Engineer: Bolton & Menk, Inc. Engineer's Project No.: OR1.129209 Contractor: Northdale Construction Company Agency's Project No.: Project: Rolling Hills Sewer Extension Contract: Application No.: 5 Application Date: 5/31/2024 Application Period: From 5/1/2024 to 5/31/2024 1. Original Contract Price $ 1,711,923.51 2. Net change by Change Orders $ 3. Current Contract Price (Line 1 + Line 2) $ 1,711,923.51 4. Total Work completed and materials stored to date (Sum of Column G Lump Sum Total and Column J Unit Price Total) $ 1,438,415.02 5. Retainage a. 5% X $ 1,438,415.02 Work Completed $ 71,920.75 b. X $ Stored Materials $ - c. Total Retainage (Line 5.a + Line 5.b) $ 71,920.75 6. Amount eligible to date (Line 4 - Line 5.c) $ 1,366,494.27 7. Less previous payments $ 1,289,602.86 8. Amount due this application $ 76,891,41 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: Nb(�(llciGl(� ('�hStYUc�'or> 1L>G Signature: Date: LP S 1202A Name: �} hilip �f1Gt! Title: c%nt Recommended by Engineer Approved by Owner By: I ono 'jt�(/ By: Name: Jason Cook Name: 4ustin Femrite Title: Project Engineer Title: Chief Date: 5/31/2024 Date: 6-6-24 Code: Rolling Hills EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. Page 32 of 372 Contractor's Application for Pavment Owner. City of Elk River Owner's Project No.: Engineer: Balton & Monk, Inc Engineer's Project No.: OR1.179209 Contractor. Nonhdale Construction Company Ageno/'s Project Nm: Project Rolling Hills Sewer Extension Contract Application No.: 5 Application Period: From 05/01/24 to 05/31/24 Application Data: 05/32/24 A B C D E F F1 F2 G H I J K Bid Item N. Desolption Contractlnfermation Pneif ..Estimate Work Completed Materiels Orrontiy Snored inert In G) ($) Work Completed and Ma4rials "Wed to Data (H.Q ($) %of Valueof Item (J/F) harp Quantity Un. Unit Prica ($) Value of B.I. (CX E) ($) Quantity PreWaua E... Value Pr.Wons Eadmaes Estimated quontity Incorporated In tit. Work Velueof Wak Comp labd WDate (EXG) ($) Original Contract 1 MOBILIZATION 1.00 LUMP SUM 42,034.75 42,034,75 0.75 31j26.06 0.75 31,526.06 31,526.06 75% 2 TRAFFIC CONTROL 1.00 LUMP SUM 12,600.00 12,600.00 1.00 12,600.00 1.00 12,600.00 12,600.00 100% 3 REMOVE FENCE 60.00 LF 42.00 2,520.00 60.00 2,520.00 60.00 2,520.00 2,520.00 100% 4 REMOVE SAND FILTER MEDIA 310.00 CU YD 70.00 21,700.00 5 REMOVE UNDERGROUND TANK 2.00 EACH 10,000.00 20,000.00 fi REMOVE AND REPLACE CURB & GUTTER 120.00 LF 57.2.5 6,870.00 7 REMOVE VALVE VAULT 2.00 EACH 10A00.00 20,000.00 B SALVAGE CONTROL PANEL 1.00 LUMP SUM 11995.00 1,995.00 - - - - - 9 COMMON BORROW 440.00 CU YD 44,40 19,536.00 10 I EXPLORATORY EXCAVATDN 10.00 HOURS isu.50 15,625A0 8.15 12,734.38 815 12,734.38 12,734.38 92% 11 DEWATERING 1.00 LUMP SUM 36,750,00 36,750.00 1.00 36,750.00 1.00 36,750.00 36,750.00 100% 12 BITUMINOUS PATCH (STREET) 1,580.00 SQYD 79.79 124ASOZO 26.50 2,087.94 165.41 13,032.65 13,032.65 10% 13 BDUM INDUS PATCH (TRAIL) 110.00 SQYD 64.37 7,080.70 14 AGGREGATE SURFACING CLASS 2 60.00 CU YD 50.85 3,051.00 15 ADAI ST FRAME &RING CASTING 2.00 EACH 750.00 11500.00 16 7" CONCRETE PAVEMENT 760.00 SOFT 19.08 14,500.80 692.00 13,203.36 681.00 12y93.48 12,993.48 90% 17 12" CONCRETE PAVEMENT 260.00 SOFT 55.83 14,515.80 ID4.00 S,BD6.32 126.00 7,03458 7,03458 4896 18 B' CHAIN LINK FENCE AND GATES O4,00 LF 174.93 14,694,12 - - - - - 19 BOLLARD 2.00 EACH 1,260.00 2,520.00 20 CONNECTTO E XISIING FORCE MAIN 1.00 EACH 2,625.78 2,625.78 1.00 2,625.78 2,625.78 100% 21 CONNECTTO E XISTNG SAN ITARY SEWER MANHOLE (CORE & 1.00 EACH 4,200.00 4,200.00 1.00 4,200.00 1.00 4,200.00 4,200.00 100% 22 15" SAN TTAKY FORCEMAIN HOPE DR 11(TRENCHLESS) 175.00 LF 51.37 8,989.75 160.00 8,219.20 160.00 8,21920 8,21.920 91% 23 4" SANITARY FORCEMAIN(TRENCHIESS) BAW.00 LF 24,41 577296.50 23,606.00 576222.46 23,606.00 576,222.46 576222.46 100% 24 CONSTRUCT LIFT STATION AND VALVE VAULT 1.00 LUMP SUM 419,929.70 419,929.70 0.85 3SG w.zS 1.00 419,929.70 419,929.70 100% 25 ELECTRICAL GENERATOR 1.00 LUMP SUM 42,000.00 42,000.00 0.92 38,640.00 1.00 42,000.00 42,000.00 100% 26 AIR RELIEF MANHOLE 8.00 EACH 22,71250 181,700.00 8.00 181,700.00 3.00 181,700.00 181,700.00 100% 27 CLEANMTMANHOLE 1.00 EACH 21,63750 21,637.50 1.00 21,637.50 1.00 21,637.50 21,637.50 100% 28 MANHOLE ODOR CONTROL FILTER 1.00 EACH 2,515.63 2,515.63 29 STORM DRAM NLETPROTECTION 4.00 EACH 350.04 1,400.16 4.00 1,400.16 4.00 1,40016 1p0016 100% 30 FERTILIZER TYPE 420.00 POUND 029 373.80 350.00 311.50 350.00 311.50 311.50 03% 31 ISEEDING 120 ACRE 1,312.50 1,575.00 1.99 2,598.75 1.98 2,598.75 2,SN35 165% 32 SEEDING MI RE 25-151 360.00 POUND 1 3361 1209.60 1 500.00 1 1,680.001 500.001 1,680.00 1,680.00 139% 33 EROSION CONTROL BLANKETS CATEGORY 3N 5,808.00 Sy 152 8,828.16 5,867.50 0,949.00 5,897.50 0,949.00 8,949.00 101% 34 LOAM TOPSOIL BORROW (LA %8.00 CU YD 46.92 45,418.56 621.00 29,137.32 621.00 29,137.32 29,137.32 64% 35 SEDIMENT CONTROL LOG TYPE WOOD F BER 2,100.00 LF 357 7,497.00 2,380.00 9,496.60 2,380.00 8,496.60 BA96.60 113% 36 4"SOLD LINE MULTI COMP 900.00 LF 3.05 2,745.00 38.00 115.90 38.00 115.90 115.90 4% Original Contract Totals $ 1,722,923.52 $ 2,357,476.70 $ 1,438,415.02 $ 1 $ 1,438,415.02 - EICDC C-620 ContraCter's Application for Payment Unit Prim (d 2018 National Society of Professional Engineers for EICDC. All rights reserved. 1 of 1 Page 33 of 372 Valdes Lawn Care & Snow Removal,LLC PO Box 447 Lake Elmo, MN 55042-9429 +1 6514010444 ygonzalezC@valdeslawn.com www.valdeslawn.com INVOICE BILL TO City of Elk River 13065 Orono Parkway Elk River, MN 55330 VALDES INVOICE # 34934 DATE 06/01 /2024 DUE DATE 07/01 /2024 TERMS Net30 PLEASE DETACH TOP PORTION AND RETURN WITH YOUR PAYMENT. DATE DESCRIPTION QTY RATE AMOUNT "'Rolling Hills Pond Dredging- -Temporary and Permanent Turf 2,443.50 2,443.50 Restoration as Needed -Pond Excavation SRV Level 1 (EV) -Pond Excavation SRV Level 2 (EV) -Clearing and Grubbing of Dredging Sites Note: Project total - $48870.00. 2nd final payment - 5% of the project total - A 3 % increase as convenience fee will reflect on the final estimate/ SUBTOTAL 2,443.50 invoice when payments are made by phone with credit card TAX 0.00 -Final payment for work completed is due upon completion of the work TOTAL 2,443.50 performed. Any balances not paid in full within 15 days of work being BALANCE DUE completed will be charged a 5 % interest fee per month until the amount is a$2,443.50 paid in full. Approved: 'F�eYrrrute Code: Stormwater - 4409 Page 34 of 372 Contractor's Application for Payment Owner: City of Elk River Owner's Project No.: Engineer: Bolton & Menk, Inc. Engineer's Project No.: 0111.128082 Contractor: North Valley Inc. Agency's Project No.: Project: 2023 Street Improvements Project Contract: Application No.: 8 Application Date: 6/7/2024 Application Period: From 11/17/2023 to 6/7/2024 1. Original Contract Price $ 5,433,358.71 2. Net change by Change Orders $ 386,653.88 3. Current Contract Price (Line 1 + Line 2) $ 5,820,012.59 4. Total Work completed and materials stored to date (Sum of Column G Lump Sum Total and Column J Unit Price Total) $ 5,418,272.76 5. Retainage a. 4% X $ 5,418,272.76 Work Completed $ 216,730.91 b. X $ - Stored Materials $ - c. Total Retainage (Line 5.a + Line 5.b) $ 216,730.91 6. Amount eligible to date (Line 4 - Line 5.c) $ 5,201,541.85 7. Less previous payments $ 5,001,868.01 8. Amount due this application $ 199,673.84 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: (, -7( � Name: `tE� _ 1��� f�23 Title: r' y <- Recommended by Engineer Approved by Owner By; By: Name: Jason W. Cook, PE Name: UStin Femrlte Title: Project Manager Title: Chief Date: 6/7/2024 Date: 6-10-24 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. Page 35 of 372 Owner: CIrV of Elk River Dwnel's Project No.: Engineer, Bohon & Menk, Inc. Engineer's Project No,: 0111.128082 Contractor: North VJ.y Inc. Contractor's Project No.: PrOleet: 2023 Street Improvements PTa)e[L Agency's Project No.: Contratt: Application No.: 6 A"Hutfan Period: From 11/17/23 to 06/07/24 Applcation Date: 06/07/24 A 8 C D E F F1 F2 G H I 1 K ail teem No. Desoi Non Contract Informatl4n Prealous EsUmate Work Completed Materials Currently Stored (not inG 151 Work Completed and Materials 5tored to Date (Hal) I51 %of Value of Item (1/FI 1%) Nam Unka Unit Price ($ Value of Bid Item ICXEI I51 Quamity Previous Estlmate Value Prevous Ertimate Estimated Quantity Incorporated in the Work Value o/work Completed to Date (EX6) I51 Ori final ContraR 1 MOBILIZATION 1.00 LUMP SUM 190,173.88 190,171.88 1.W iW,171.88 1.00 1W,171.88 1W,171.88 IW% 2 CLEARING 7.00 TREE 321.26 2,240.9E 10.W 3,212.60 10.00 3,212.60 3,212, 601 M. 3 GRUBBING TOD TREE 107.09 749.53 10.00 1.070.90 10.W 1,070.90 1,070.9D 143% 4 REMOVE STRUCTURE 9.00 EACH 374.81 3,373.29 6.00 2,998.49 11.00 2,998.48 2,9 98.40 B. 5 REMOVE HYDRANT 11.W EACH 428.35 4,711.85 10.W 4,283.50 10.W 4,293.50 4.283.50 91% 6 REMOVE SIGN 14.00 EACH 26.77 374.78 33.00 883.41 33.00 883.41 983.41 236% 7 REMOVE CONCRETE CURB&GUTTER 2,072.00 LIN FT 7.29 15,!," 2371.00 17,284.59 2,371.00 17,284.59 17,284.59 114% 8 REMOVESITUMINOUSCURB 9,850.00 LIN FT 1.07 30,539.50 1,SB5.00 1,695.95 1,585.00 1,695.95 1,695.95 16% 9 REMOVE PIPE SEWERS 15C.00 LIN FT 21.42 3,213.00 173.130 3,705.66 173.00 3,705.66 3,705.66 115% 10 REMOVE WATERMAIN 4,491.00 LIN FT 3.22 14,416.11 4,578.00 14,695.39 4,578.D0 14.695.30 14,695.38 102% 11 REMOVE CONCRETE PAVEMENT S,Z76.00 I SO FT 1.51 ],966.76 11,422.00 1 17,247.22 11,422.00 17,247.22 17,241.22 216% 12 REMOVE POLES 2.00 EACH 535.44 1,070.98 13 SALVAGE&RESTO0.E IRRIGATION SYSTEM 1L00 EACH 491.90 5,3D0.90 11.00 5,30D.90 11.00 5,300.90 S,3D0.90 100% 14 FURNISH AND INSTALL SPRINKLER HEAD 117.00 EACH 139.21 16,287.57 47.00 6,5112.87 47.00 6,542.97 6,542.87 40% IS SALVAGE & REINSTALL MEDIAN DELINIATORS 105,00 UN FT 107.09 11,244.45 105.00 11,244 AS 105.00 11,244.45 11,244.45 100% 16 SALVAGE&REINSTALL SIGN 35.00 EACH 160.63 5,622.05 16.W 2,570.08 16.00 2,570.08 2.570.08 46% 17 SALVAGE& REINSTALL FENCE 40.00 LIN FT 53.54 2,141.60 45.26 2,423.2E 45.26 2,423.2E 2,423.22 113% 18 SALVAGE & REINSTALL GATE 1,00 EACH 2,891.39 2,891.38 I.W 2.891.38 S.W 2,893.38 2,891.38 300% 19 COMMON EXCAVATION (CV) (P) 9,962.00 CU YD 27.83 277,241.46 9,962.00 277,242.46 9,962.00 277,242.46 217.242,46 SW% 20 ISUBGRADE EXCAVATION(EV) 8000) CU YD 27.93 22264.00 394.00 30,965.02 3W.00 10,965.UZ 10,965.02 49% 21 POND EXCAVATION (EV) 457,00 CU YD 21.42 9,708.w 458.00 9,810.36 458.00 9,910.36 9,810.36 100% 22 E%PIORAT00.Y E%CAVA710N 10.00 HOURS 535.44 5,354.40 23 SELECT GRANULAR BORROW ICY) 800.00 CU YD 23.38 101704OW 387.W 9,048.D6 387.00 9,D48.06 9,048.06 49% 24 SALVAGED AGGREGATE F ROM STOCKPILE (CV) (P) 4,022.0 CU YD 13.21 53,130.62 7,2W.00 95,112.W 7,200.00 95,112.W 95,112.00 179% 25 AGGREGATE SURFACING 2 ( CV) CLASS W.W CU YD 67.47 2,024.10 14.00 944.58 14.00 944.58 9 1.511 47% 26 RANDOM RIPRAP CLASS IV 55.W CU YD 128.51 7,05&05 45.50 5,047.21 45.50 5,847,21 5,847.21 83% 27 FULL DEPTH RECLAMATION(10") 28,159.0 SO YO 1.30 36,606.70 39,B16.W 51,76D.60 31,816,00 51.70.80 51.760.90 141% ZS BITUMINOUS PATCH SPECIAL(DRIVEWAY/TRAIL 875.W SQYD 33.89 297653075 1,577.40 53,456.09 1,571AD 53,4513.09 530458.09 IBO% 29 BITUMINOUS PATCH SPECIAL (STREET) 11,996.00 SO YD 31.33 375,834.68 0,862,00 2]],646.46 8,862.W 277,646.46 2]],646.46 74% 30 MILL BITUMINOUS SURFACE (TAPER 0) 169,680.00 UN FT 0.54 91,087.20 152,110.00 02,139.0 152,110.W 82,139.40 92,139.40 90% 31 MI LL BITUMINOUS SURFACE(I.5") 1L406.W SQYO 1.38 15,740.28 11,319.00 15,618.6A 11,310.00 15.6181" 15,518.94 99% 32 TYPESP 9.5 WEARING COURSE MIXURE(2,C) Z6.869.00 TON 84.57 2,272,311.33 24,W5.W 2.0300102.85 24,005.00 2,030,10Z.05 2,030,1D2.85 89% 33 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,C) 4,220.W TON 78.37 33U,721.40 4.416.50 341.121.11 4,411.11 11,111.11 346,121.11 25% 34 CONCRETE FLUME 3,DO EACH 535.44 1,606.32 3.W 1,606.32 3.W 1,606.32 10606.32 100% 35 24" PPE ARONSUAR.) 2. EACH 4,203.52 8,567.04 2.0 8,567.04 2.W 8,567.04 8,567.04 1W% RRC C(WITSHV CPISEWERLAS 95.W 66.93 6,356.35 87.36 S.BZ2.91 87.W 5,822.91 5,822.91 92% 37 15"RC PIPE SEWER CLASS 190.00 UN TT 74.96 14,242.40 192.00 14,392.32 192.00 14,392.31 14,392.32 101% 38 21" RC PIPE SEWER CLASS V 36100 LIN FT 94,24 34,209.12 363.03 34,209.12 363.W 14.209.12 34,209.1E S00% 39 24"RC PIPE SEWER ClA55V 148.W LIN FT 128.51 19,019.48 148.W 19,D19.48 1Q CO 19,0A." 19,019.48 1W% 40 BULKHEAD STORM PIPE 1 4.00 EACH 267.72 1,070.88 5.W 1,338.60 5.W 11338.60 1,330.60 125% 41 CONNECTTO EXISTING STORM SEWER 8.00 EACH 1,606.32 12.050.56 9.00 14,456.88 9.00 14,456.891 24,456.88 113% 42 FILL &ABANDON PIPE 205.00 LIN FT 19.28 4,010.24 140.00 2,699.20 140.001 2,699.20 1 2.699.70 67% 43 SANITARY SEWER SERVICE REPAIR 5.W EACH 1,070.B8 5,354.40 EDO 10,709,80 10.W 10,708.go 10,709.80 200% 44 SANITARY SEWER SERVICE REPAIR(ROOT DAMAGE) 6.W EACH 1,D70.88 6,425.28 17.W 19,204.96 17.W iB,Z04.96 18,204.96 283% 45 TEMPORARY WATER SERVICE 1.W LUMPSUM 26,771.99 26,T71.99 1.W 26,771.99 1.00 26,T71.99 126,771.99 iW% 46 CONNECTTO EXISTING WATERSERVICE 57.0 EACH 1,177.97 67,144.29 56.W 65,966.321 56.00 65,966.32 165,966.3E 98% 47 CONNECTTO EXISTING WATERMAIN 4.00 EACH 2,677.20 101709080 4.W 30,708.80 1 40C 10,708.80 110,]OB.80 1lX)% -CDC C-620 Contra ,O Application for Payment Unit Price (c) 201B National S daty of Professional Engineers for UCDG All righ. reserved. 1 of 3 Page 36 of 372 Owner: City of Elk RN., Owner's Project No.: Engineer: Bolton & Menk, Inc. Engineer's Project No.: OR1.12908Z Contract.: North Valley Inc. Cantmd.r's Pro)ect No.: Project: 2023 Slreet Improvements Prop. Agency's Project N., Contract: Applitation No.: 8 Application Period: From 11/17/23 to O6/07/24 Application Date: D6/07/24 A B C D E F FIL F2 G H I I K Bid Item NO. pleoripliker Contract lnfertri Prefdous Estimate Work Completed Materials Currently Stared (not In G) Wark Completed and Marini Stored W Date (N+I) %of Value of Item (1/F) Neln Qwn 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 (EXG) 48 VE BOX ADJUSTREMOVE 7U.00 EACH 240.95 16,866.50 36.00 9,674.20 36.00 8,674.20 8,674.20 51% 49 & REPLACE REMOVE & REPLACE VALVE BOX 14.00 EACH 1,991.13 27,735.82 6.00 11,886.78 6.00 11,886.78 11,8%.78 43% 50 6" WATEPMAIN DUCTILE IRON CL 52 150.00 LIN FT 74.96 11,244.00 162.00 12.24332 162.00 12,143.52 12.143.52 108% 51 8" WATERMAIN DUCTILE IR0N CL 52 3,07.DO UN FT 91.02 320.309.14 3,793.00 345,Z3&06 3,793.00 345,238.86 345,238.86 105% 52 10" WATERMAIN DUCTILE IRON CL 52 715.00 LIN FT 101.73 72.736.95 676.OD 68769.48 676.00 68,769.48 68,769.48 95% 53 G" GATE VALVE &BOX 30.00 EACH 1 2,516.57 25,165.70 10.00 25,16530 10.00 25,165.70 25.165.70 100% 54 8" GATE VALVE & BOX 7.00 EACH 3,533.90 24,737.30 9.00 31,805.10 9.00 31,805.10 31,805A0 129% 55 10'GATE VALVE&BOX 2.00 EACH 4,926.05 9,B5Z.10 2.00 %1152.10 2.00 91852.10 9,852.10 10094 56 HYDRANT 1D.00 EACH 7,228.44 72,284.40 10.00 72,284.40 10.00 72,284.40 72,284.40 100% 57 WATERMAIN FITTINGS 2,480.00 POUND 12.95 31,868.00 2,281.00 29,310.95 1,281.00 29,310,85 29310.85 92% 58 ADJUST CASTING (MANHOLE) 164.00 EACH 408.93 67,064.52 154.00 62,975.22 154.00 62,975.22 52.975.2Z 94% 59 ADJUST CASTING (CATCH BASIN) 29.00 EACH 626.46 18167.34 33.G0 20,673.1E 33.00 20,673.18 70,673.18 114% 0CASTING ASSEMBLY 21.00 EACH 1,247.57 26198.97 21.00 26,198.97 21.00 25,199.97 Z6,198.97 ID0% 61 CONSTRUCT DRAINAGE STRUCTURE(2'X3') 49.90 UN FT 54039 26,985.42 46.70 250254,89 46.70 25,254.99 Z5,254.89 94% 62 CONSTRUCT DRAINAGE STRUCTURE DESIGN 46-4020 28.00 UN FT 685.36 190190.08 18.00 1 19,190.08 28.OD 19,1%.OB 19, 190.08 1 1W°6 63 CONSTRUCT DRAINAGE STRUCTURE DESIGN 49-0022 19.90 LIN FT 733.55 14,597.65 23.60 17,31J,38 23.60 17.311.76 17,311.78 119% 64 CONSTRUCT DRAINAGE SKIMMER STRUCTURE 72") 1.00 LUMP SUM 18,204.95 19,204.95 1.00 18204.95 1.00 18,204.95 182D4.95 1DO% 65 4"CONCRETE WALK 1,743.00 SQ FT 5.35 9,325.05 1,358.00 7,265.30 1,358.00 7,265.30 7,265.30 78% 66 6"CONCRETE WALK 4,248.00 SQ FT 6,43 27,314.64 2,585.00 16,621.55 2,505.00 16,621.55 16.622.55 61% 67 6" CONCRETE DRIVEWAY PAVEMENT 12,799.00 SQ FT 7.50 95,992.50 11,992.25 89,941.88 11,992.25 89,941.88 89,9g1.88 94% 68 CONCRETE CURB&GUTTEfl DESIGN B412 9,314.00 UN FT 1].13 159,548.82 9,232.00 158,144.16 9,232.W 158,144.16 158,144.16 99% 69 CONCRETE CURB& GUTTER DESIGN B616 1,105.D0 LIN FT 27%4 30763.20 1,352.00 37,639.69 1,352.00 37.639.68 37,639,68 122% 70 CONCRETE CURB& GUTTER DESIGN SPECIAL 1,250.00 LIN FT 27.84 34,80OW 889.00 24,749.76 889.00 24.749.76 24.749.76 71% 71 7" CONCRETE VALLEY GUTTER 844.00 SOFT 16.06 13,554,64 603.00 9,684.18 W3.00 9,684.18 9,684.18 71% 72 TRUNCATED DOMES 546.00 SQ FT 53.54 29,232.84 474.00 25,377, 96 474.00 25,377.96 25,377.% 87% 73 BITUMINOUS CURB 9,950.00 LIN FT 3.21 21,939.50 2.050.00 6,580.50 1050.00 6,580.50 6,580.50 21% 74 RELOCATE MAILBOX 64.DO EACH 187.40 31,993.W 64.00 11,993.60 64.00 11,993.60 11,993,60 IDO% 75 TRAFFIC CONTROL 1.00 LUMP SUM 16,491.55 16,491.55 1.OD 16,491.55 1.00 26.491.55 16,491.55 100% 76 SIGN PANELS TYPE C 155.00 SQ FT 58.% 9,188.40 53.00 3,121.70 53,00 3,121070 3,121.70 34% 77 STABILIZED CONSTRUCTION EXIT 3,00 EACH 535.44 1,606.32 1.00 535.44 1.00 535.44 535.44 33% 78 STORM DRAIN INLET PROTECTION 23.00 EACH 240.55 5,541.85 4.00 963.80 4.00 963.60 9,53.80 17% 79 SILT FENCE,TYPEMS 1,P8.00 UN FT 1.98 3,520.44 110D6.00 1.991.88 1.006.00 11991.98 1.991.88 57% 80 ISEDIMENT CONTROL LOG TYPE WOOD CHIP 170.0) UN FT 3.21 545,70 359.00 1,152.39 359.00 1,152.39 1,152.39 211% el COMMON TOPSOIL BORROW(LV) 1,045.00 CU YD 1 49.97 52,218.65 1,599.00 1 79,902.03 1,599ml 79,902.03 79,902.03 153% 92 FERTILIZER TYPE 3 963.00 POUND 1.07 1,030.41 2,030.00 2,172.10 20030.W 21172.30 2,272.10 211% 83 SEEDING 2.90 ACRE 428.35 1,242.2E 5.80 2,484.43 5.80 2,484.43 2,45443 200% 84 SEED MIXTURE 25-151 754.00 POUND 5.14 3,875.56 1,653.00 8,49642 1,653.00 8,496.4E 8,496.4E 219% fly SEED MIXTURE 35-641 6.00 POUND 42.56 255.36 7.00 297.92 TOO 297.92 297.9E 117% 86 HYDRAULIC BONDED FIBER MATRIX 9,623.00 ACRE 1.45 13,953.35 22,500.00 32,625.00 22,500.00 32, 625.00 32,625.00 234% 87 LANDSCAPING MULCH 5.00 CU YD 69.61 348.05 5.W 348.05 5.00 348.05 346.05 100% 88 24"SOLID LINE MULTI-COMPONENT(WHITE) 61.00 LIN FT 6.96 466.32 99.00 689.04 99.00 689.04 689.04 148% 89 CROSSWALK MULTI{OMPONENT (WHITE 679.00 SQ FT 5,89 3,993.42 414.DD 2.438.46 414,00 2,438.46 2,438.46 61% 90 PAVEMENT MESSAGE MULTI{OMPONENT 1.00 EACH 107.09 107.09 I.W 107.09 1.00 f07.09 107.09 100% 011Inal Contract Totals $ 5,433355.71 $ S,13S,26B.38 $ 5,135,268.38 $ $ 5,135,268.38 95% EJCDC C-620 Contractor's Appllcaflon for Payment Unit Price (c) 2018 National Society of Prafesslonal Engineers for EJCOC. All rights reserved. 2 of 3 Page 37 of 372 Owner. City of Elk Rlver Owners Project No.: Engl.... Bolton & Menk, Inc. Engineer's Project No.: 0R1.128082 Conmactor. North Valley Inc Cenlractois Project Ne.: Project: 2023 Street Improvements Project Agency's Project N.,: IAPPli-ion No.: 8 Applicatlen Period: From 11/17/23 to 06/07/24 Applicatl4n Date: 06/07/24 BW item No, Contract lnfermatbn Previous Estimate Work Completed Materials Currently Stored (notI ($) �War,Completed and Materla6 Steredto Date (H+I) $ %ef Value of Item (1/F) (%) Item Quantity Units Unit Prke ($) Value of Bid Item (C 1l E) $) Quantity Previous Estimate Value Previous Estimate Estimated Quantity Incorporated in the Work Value of Wed' [ompletedto Date (EXG) ($) Chan .Orders COL WATSON CIRCLE PATCH 1.0. LUMP SUM 9,493.45 8,483.45 1,00 8,483.45 1.00 9,483.45 8,483.45 100% CQw2.1 REMOVE 12" STORM PIPE 271.00 LIN FT 23A0 6,233.00 271.00 6,233.00 271.00 6,233.00 6,233.00 100% CO-2.2 16" RCP STORM PIPE 271.00 LIN FT 96.00 26:0160M 271.00 26,016.00 271.00 26,016.00 26,016.00 300% CO-2.3 CONNECTTO EXMH 2.00 EACH 4,025.00 8,050.f10 2.00 800504DO 2.00 8,050.00 8,050.00 100% CO-2.4 BITUMINOUS STREET PATCH 400.00 SO YO 31.33 12,532.00 400.00 12,532, DO 400.00 12,532.00 12,532.00 100% CO-2.5 REMOVE & REPLACE CURB & GUTTER 20.00 LIN FT 35.13 ]02.60 CO-1.6 MOBILIZATION LOD LUMP SUM 9,125.D0 9,125.00 1.00 9,125.00 1.00 9,125.00 9,125.00 300% CO-2.7 TRAFFIC CONTROL 1.00 LUMP SUM 450.00 450.00 1.00 450.00 1.00 450.00 45000 300% C0g2.8 GRATED CASTING LID 1.00 EACH 397.35 397.35 1.00 397.35 1.00 39].35 397.35 Ion CO-2.9 CLEAR & GRUB TREE 4.00 EACH 675.00 2,700.00 4.00 2,700.00 4.00 2,700.00 2,700.00 100% CO-2.10 R-3501-TB CASTING ASSEMBLY 2.00 1 EACH 512.00 1 1,024.00 2.00 1,024.00 1 2.W 1,024.00 1 1.024.00 lon CO-3.1 MOBILIZATION 1.00 LUMP SUM 25,050.99 25,050.99 0.75 16,788.24 18,788424 75% CO-3.2 REMOVE CONCRETE CURB & GUTTER 239.00 LIN FT 20.58 4,918.62 107.00 2,202.06 2,202.05 45% CO-3.3 REMOVE WUMINOUS PAVEMENT 3,11 SQYD 4.03 14,564.42 3,440.97 13,898.95 131898.95 95% CO-3.9 REMOVE CONCRETE PAVEMENT 435.DO SO FT 4.11 1,787.85 194.00 797.34 797.34 45% CO-3.5 SALVAGE & REINSTALL LANDSCAPING WALL 15.00 LF 43.91 657.15 15.00 657.15 657.15 100% CO-3.6 COMMON EXCAVATION(DV)(P) 799.DO CU YD 34.1E 27,309.82 799.00 27,30482 27,309.82 200% CO-3.7 AGGREGATEBASECES55 776.00 CU YD 58.31 45,141411 B43.5] 49,188.57 49.199.57 10933 CO-3.8 BITUMINOUS PATCH SPECIAL(DRIVEWAY/TRAIL 3,981.00 SQYO 17.06 67,915.86 3,536.25 60,328.43 60,328A3 89% CO-3.9 MILL BITUMINOUS SURFACE (1.5"1 2,082.00 SQYO 6.29 13,095.78 222.70 1,400.78 1,400.78 11% CO-3.10 TYPE SP 9.5 WEARING COURSE MIXTURE(2,C) 175.W TON 133.35 23,336425 63.13 8,418.39 8,418.39 3656 CO-3.11 6" PVC PIPE DRAIN 55.00 LF L 40.53 2,229.15 55.00 2,229.15 2,229.15 1 100% CO-3.12 ADIUST CASTING (MANHOLE) 2.00 EACH 1,204.80 2,409.68 CO-3.13 ADIUSTENING(CATCHBASIN) 1.00 EACH 711.95 711.95 [0-3.34 4"CDN[RETE WALK 135.00 SQ ET 16.43 2,218.05 964W 1,577.28 1,577.28 51% CO-3.15 6"CONCRETE WALK 300.00 SQFT 27.39 8,21AO0 98.00 2,683.24 2,683.24 33% CO-3.16 CONCRETE CURB& GUTTER DESIGN 11618 239.00 LIN FT 38.34 9,153.26 107.00 4,102.38 4,102.38 45% CO-3.17 TRUNCATED DOMES 40,00 SQ FT 54.77 2,190.80 8.00 439.16 438.16 20% CO-3.18 TRAFFIC CONTROL 1.DO LUMPSUM 2,628.73 2,62B.73 1.00 2,620.73 2.628.73 300% CO-3.19 COMMON TOPSOIL BORROW(LVf 205.W CU YO 58.05 11,900.25 64.00 3,715.20 3,715.20 31% CO-3.20 FERTILIZER TYPE 375.00 POUND 1.30 227.50 CO-3.21 ISEEDING 0.50 ACRE 328.60 164.30 CO3.22 SEED MIXTURE 25-151 150.00 POUND 9.85 1,477.50 CO-3.23 HYDRAULIC BONDED FIBER MATRIX 1.750.00 POUND 1.85 1,23].511 CC,3.74 4"SOLID LINE MULTI-COMPONENT(WHITE) 655.00 LIN FT 3.94 21580.70 30.00 118.20 118.20 5% CO3.25 PAVEMENT MARKING SPECIAL 9.00 SF 26.29 236.61 4,50 118.31 118.31 50% C0-3.26 SANITARY SEWER SERVICE REPAIR 1.00 JEACH 7,393.20 7,393.20 1.00 7,393.20 7,393.20 300% CO-3.27 ALTS- SITE 3 OVERNYTRAIL 2.5" "am SY 24.77 111889.60 CO-3.29 ALT1-SITE3REMOVE-REPLACETRAILW/CLS&BIT 480.00 ISY 37.88 UE192AD Change Order Totals $ 386,653.88 $ 75,010.1110 $ 2831W4.38 $ $ 283,004.38 73% r Original Contract and Change Orders Pro)ecl Totals $ 5920012.59 1 1 $ 52102]918 5 5418272 ]6 S 5 Rl1g E)CDC C-620 Ctni r.-'s Applicatlon for Payment Unit Price (c) 2018 National Society of Professional Engineers far UCDC. All rights reserved. 3 of 3 Page 38 of 372