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Contractor's Application for Payment
<br />Owner: City of Elk River Owner's Project No.:
<br />Engineer: 8olton & Menk, Inc. Engineer's Project No.: OR1.128082
<br />Contractor: North Valley Inc. Contrector's Project No.:
<br />Project: 2023 Street Improvements Project Agency's Project No.:
<br />Contract:
<br />No.: 6 Application From 10/02/23 to 11/03/23 Application Date: 11/06/23
<br />B C D E F Fl F2 G H I 1 K
<br />Contrect Information Previous Estimate Work Completed
<br />Bid Item
<br />No. Description Item Quantity Units
<br />1 M081LIZATION 1.00 LUMP SUM
<br />2 CLEARIN6 7.00 TREE
<br />3 6RU881N6 7.00 TREE
<br />4 REMOVE STRUCTURE 9.00 EACH
<br />5 REMOVE HYDRANT 11.00 EACH
<br />6 REMOVE SI6N 14.00 EACH
<br />7 REMOVE CONCRETE CURB & 6UTTER 2,072.00 LIN FT
<br />8 REMOVE 81TUMINOUS CURB 9,850.00 LIN FT
<br />9 REMOVE PIPE SEWERS 150.00 LIN FT
<br />10 REMOVE WATERMAIN 4,491.00 LIN FT
<br />11 REMOVE CONCRETE PAVEMENT 5,276.00 SQ FT
<br />12 REMOVE POLES 2.00 EACH
<br />13 SALVA6E & RESTORE IRRI6ATION SYSTEM 11.00 EACH
<br />14 FURNISH AND INSTALL SPRINKLER HEAD 117.00 EACH
<br />15 SALVA6E & REINSTALL MEDIAN DELINIATORS 105.00 LIN FT
<br />16 SALVA6E & REINSTALL SI6N 35.00 EACH
<br />17 SALVA6E & REINSTALL FENCE 40.00 LIN FT
<br />18 SALVA6E & REINSTALL 6ATE 1.00 EACH
<br />19 COMMON EXCAVATION (CV) (P) 9,962.00 CU YD
<br />20 SU86RADE EXCAVATION (EV) 800.00 CU YD
<br />21 POND EXCAVATION (EV) 457.00 CU YD
<br />22 EXPLORATORY EXCAVATION 10.00 HOURS
<br />23 SELECT 6RANULAR 80RROW (CV) 800.00 CU YD
<br />24 SALVA6ED A66RE6ATE FROM STOCKPILE (CV) 4,022.00 CU YD
<br />25 A66RE6ATE SURFACIN6 (CV) CLASS 2 30.00 CU YD
<br />26 RANDOM RIPRAP CLASS IV 55.00 CU YD
<br />27 FULLDEPTHRECLAMATION(10") 28,159.00 SQYD
<br />28 81TUMINOUS PATCH SPECIAL 875.00 SQ YD
<br />29 81TUMINOUS PATCH SPECIAL (STREET) 11,996.00 SQ YD
<br />30 MILL 81TUMINOUS SURFACE (TAPER 125" - 168,680.00 LIN FT
<br />31 MILL8ITUMINOUSSURFACE(1.5") 11,406.00 SQYD
<br />32 TYPE SP 9.5 WEARIN6 COURSE MIXTURE (2,C) 26,869.00 TON
<br />33 TYPE SP 12.5 NON WEARIN6 COURSE 4,220.00 TON
<br />34 CONCRETE FLUME 3.00 EACH
<br />35 24" RC PIPE APRON (WITH TRASH 6UARD) 2.00 EACH
<br />36 12" RC PIPE SEWER CLASS V 95.00 LIN FT
<br />37 15" RC PIPE SEWER CLASS V 190.00 LIN FT
<br />38 21" RC PIPE SEWER CLASS V 363.00 LIN FT
<br />39 24" RC PIPE SEWER CLASS V 148.00 LIN FT
<br />40 BULKHEAD STORM PIPE 4.00 EACH
<br />41 CONNECTTOEXISTIN6STORMSEWER 8.00 EACH
<br />42 FILL&ABANDONPIPE 208.00 LINFT
<br />43 SANITARYSEWERSERVICEREPAIR 5.00 EACH
<br />Unit Price
<br />WorkCompleted %of
<br />Estimated Value of Work and Materials Value of
<br />Value of Bid Item Quantity Completed to Date Materials Currently Stored Stored to Date Item
<br />Unit Price (C X E) Quantity Previous Value Previous Incorporated in (E X G) (not in G) (H+ I) (1 / F)
<br />($) ($) estimate estimate the work ($) ($) ($) (%)
<br />Original Contrect
<br />190,171.88 190,171.88 0.75 142,628.91 1.00 190,171.88 190,171.88 100%
<br />321.26 2,248.82 9.00 2,891.34 9.00 2,891.34 2,89134 129%
<br />107.09 749.63 9.00 963.81 9.00 963.81 963.81 129%
<br />374.81 3,373.29 7.00 2,623.67 8.00 2,998.48 2,998.48 89%
<br />428.35 4,711.85 10.00 4,283.50 10.00 4,283.50 4,283.50 91%
<br />26.77 374.78 33.00 883.41 33.00 883.41 883.41 236%
<br />7.29 15,104.88 2,130.00 15,527.70 2,371.00 17,284.59 17,284.59 114%
<br />1.07 10,539.50 1,585.00 1,695.95 1,585.00 1,695.95 1,695.95 16 %
<br />21.42 3,213.00 173.00 3,705.66 173.00 3,705.66 3,705.66 115%
<br />3.21 14,416.11 4,578.00 14,69538 4,578.00 14,69538 14,695.38 102%
<br />1.51 7,966.76 5,563.00 8,400.13 5,563.00 8,400.13 8,400.13 105%
<br />535.44 1,070.88 - - - - -
<br />481.90 5,300.90 - - - - -
<br />139.21 16,287.57 17.00 2,366.57 17.00 2,366.57 2,366.57 15%
<br />107.09 11,244.45 105.00 11,244.45 105.00 11,244.45 11,244.45 100 %
<br />160.63 5,622.05 6.00 963.78 6.00 963.78 963.78 17%
<br />53.54 2,141.60 - - 45.26 2,42322 2,423.22 113%
<br />2,891.38 2,891.38 - - 1.00 2,891.38 2,89138 100%
<br />27.83 277,242.46 5,614.00 156,237.62 9,962.00 277,242.46 277,242.46 100%
<br />27.83 22,264.00 172.00 4,786.76 245.00 6,818.35 6,81835 31%
<br />21.42 9,788.94 458.00 9,81036 458.00 9,810.36 9,81036 100%
<br />535.44 5,354.40 - - - - -
<br />23.38 18,704.00 172.00 4,02136 255.00 5,961.90 5,961.90 32%
<br />13.21 53,130.62 2,582.00 34,108.22 6,041.00 79,801.61 79,801.61 150%
<br />67.47 2,024.10 14.00 944.58 14.00 944.58 944.58 47%
<br />128.51 7,068.05 25.50 3,277.01 45.50 5,847.21 5,847.21 83%
<br />1.30 36,606.70 39,816.00 51,760.80 39,816.00 51,760.80 51,760.80 141%
<br />33.89 29,653.75 379.40 12,857.87 1,513.40 51,289.13 51,289.13 173%
<br />3133 375,834.68 8,304.00 260,164.32 8,304.00 260,164.32 260,164.32 69%
<br />0.54 91,087.20 152,110.00 82,139.40 152,110.00 82,139.40 82,139.40 90%
<br />1.38 15,740.28 10,773.00 14,866.74 10,773.00 14,866.74 14,866.74 94%
<br />84.57 2,272,311.33 22,642.50 1,914,876.23 22,860.50 1,933,312.49 1,933,312.49 85%
<br />7837 330,721.40 2,965.50 232,406.24 4,416.50 346,121.11 346,121.11 105%
<br />535.44 1,606.32 1.00 535.44 3.00 1,606.32 1,60632 100%
<br />4,283.52 8,567.04 2.00 8,567.04 2.00 8,567.04 8,567.04 100%
<br />66.93 6,358.35 20.00 1,338.60 87.00 5,822.91 5,822.91 92%
<br />74.96 14,242.40 - - 192.00 14,39232 14,392.32 101%
<br />94.24 34,209.12 363.00 34,209.12 363.00 34,209.12 34,209.12 100%
<br />128.51 19,019.48 148.00 19,019.48 148.00 19,019.48 19,019.48 100%
<br />267.72 1,070.88 5.00 1,338.60 5.00 1,338.60 1,338.60 125%
<br />1,606.32 12,850.56 7.00 11,244.24 9.00 14,456.88 14,456.88 113%
<br />19.28 4,010.24 140.00 2,699.20 140.00 2,699.20 2,699.20 67%
<br />1,070.88 5,354.40 5.00 5,354.40 5.00 5,354.40 5,354.40 100%
<br />E1CDC C-620 Contractor's Application for Payment
<br />(c) 2018 National Society of Professional Engineers for E1CDC. All rights reserved. 1 of 4
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