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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
<br />B C D E
<br />Contract Information
<br />Bid Item
<br />No. Description
<br />44 SANITARY SEWER SERVICE REPAIR (ROOT
<br />45 TEMPORARY WATER SERVICE
<br />46 CONNECT TO EXISTIN6 WATER SERVICE
<br />47 CONNECTTO EXISTIN6 WATERMAIN
<br />48 ADIUST VALVE 80X
<br />49 REMOVE & REPLACE VALVE 80X
<br />50 6" WATERMAIN DUCTILE IRON CL 52
<br />51 8" WATERMAIN DUCTILE IRON CL 52
<br />52 10" WATERMAIN DUCTILE IRON CL 52
<br />53 6" 6ATE VALVE & 80X
<br />54 8" 6ATE VALVE & 80X
<br />55 10" 6ATE VALVE & 80X
<br />56 HYDRANT
<br />57 WATERMAIN FITTIN6S
<br />58 ADIUSTCASTIN6(MANHOLE)
<br />59 ADIUST CASTIN6 (CATCH BASIN)
<br />60 CASTIN6ASSEMBLY
<br />61 CONSTRUCT DRAINA6E STRUCTURE (2'X3')
<br />62 CONSTRUCT DRAINA6E STRUCTURE DESI6N
<br />63 CONSTRUCT DRAINA6E STRUCTURE DESI6N
<br />64 CONSTRUCT DRAINA6E SKIMMER STRUCTUR
<br />65 4" CONCRETE WALK
<br />66 6" CONCRETE WALK
<br />67 6" CONCRETE DRIVEWAY PAVEMENT
<br />68 CONCRETE CURB & 6UTTER DESI6N 8412
<br />69 CONCRETE CURB & 6UTTER DESI6N 8618
<br />70 CONCRETE CURB & 6UTTER DESI6N SPECIAL
<br />71 7" CONCRETE VALLEY 6UTTER
<br />72 TRUNCATED DOMES
<br />73 81TUMINOUSCURB
<br />74 RELOCATE MAIL80X
<br />75 TRAFFIC CONTROL
<br />76 SI6N PANELS TYPE C
<br />77 STA8ILIZED CONSTRUCTION EXIT
<br />78 STORM DRAIN INLET PROTECTION
<br />79 SILT FENCE, TYPE MS
<br />80 SEDIMENTCONTROLLO6TYPEWOODCHIP
<br />81 COMMON TOPSOIL 80RROW (LV)
<br />82 FERTILIZERTYPE3
<br />83 SEEDIN6
<br />84 SEED MIXTURE 25-151
<br />85 SEED MIXTURE 35-641
<br />86 HYDRAULIC 80NDED FIBER MATRIX
<br />87 LANDSCAPIN6 MULCH
<br />88 24" SOLID LWE MULTI-COMPONENT (WHITE)
<br />Item Quantity Units
<br />6.00 EACH
<br />1.00 LUMP SUM
<br />57.00 EACH
<br />4.00 EACH
<br />70.00 EACH
<br />14.00 EACH
<br />150.00 LIN FT
<br />3,607.00 LIN FT
<br />715.00 LIN FT
<br />10.00 EACH
<br />7.00 EACH
<br />2.00 EACH
<br />10.00 EACH
<br />2,480.00 POUND
<br />164.00 EACH
<br />29.00 EACH
<br />21.00 EACH
<br />49.90 LIN FT
<br />28.00 LIN FT
<br />19.90 LIN FT
<br />1.00 LUMP SUM
<br />1,743.00 SQ FT
<br />4,248.00 SQ FT
<br />12,799.00 SQ FT
<br />9,314.00 LIN FT
<br />1,105.00 LIN FT
<br />1,250.00 LIN FT
<br />844.00 SQ FT
<br />546.00 SQ FT
<br />9,950.00 LIN FT
<br />64.00 EACH
<br />1.00 LUMP SUM
<br />156.00 SQ FT
<br />3.00 EACH
<br />23.00 EACH
<br />1,778.00 LIN FT
<br />170.00 LIN FT
<br />1,045.00 CU YD
<br />963.00 POUND
<br />2.90 ACRE
<br />754.00 POUND
<br />6.00 POUND
<br />9,623.00 POUND
<br />5.00 CU YD
<br />67.00 LIN FT
<br />Unit Price
<br />6,771.99
<br />1,177.97
<br />2,677.20
<br />240.95
<br />1,981.13
<br />74.96
<br />91.02
<br />101.73
<br />2,516.57
<br />3,533.90
<br />4,926.05
<br />7,228.44
<br />12.85
<br />408.93
<br />626.46
<br />1,247.57
<br />540.79
<br />68536
<br />733.55
<br />8,204.95
<br />5.35
<br />6.43
<br />7.50
<br />17.13
<br />27.84
<br />27.84
<br />16.06
<br />53.54
<br />3.21
<br />187.40
<br />6,491.55
<br />58.90
<br />535.44
<br />240.95
<br />1.98
<br />3.21
<br />49.97
<br />1.07
<br />42835
<br />5.14
<br />42.56
<br />1.45
<br />69.61
<br />6.96
<br />11/03/23 Application Date: 11/06/23
<br />F F1 F2 G H I 1 K
<br />Previous Estimate Work Completed
<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 />(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 />6,425.28 15.00 16,063.20 17.00 18,204.96 18,204.96 283%
<br />26,771.99 1.00 26,771.99 1.00 26,771.99 26,771.99 100%
<br />67,144.29 25.00 29,449.25 56.00 65,96632 65,96632 98%
<br />10,708.80 4.00 10,708.80 4.00 10,708.80 10,708.80 100%
<br />16,866.50 32.00 7,710.40 32.00 7,710.40 7,710.40 46%
<br />27,735.82 4.00 7,924.52 4.00 7,924.52 7,924.52 29%
<br />11,244.00 134.00 10,044.64 134.00 10,044.64 10,044.64 89%
<br />328,309.14 3,765.00 342,69030 3,765.00 342,690.30 342,69030 104%
<br />72,736.95 676.00 68,769.48 676.00 68,769.48 68,769.48 95%
<br />25,165.70 10.00 25,165.70 10.00 25,165.70 25,165.70 100%
<br />24,737.30 8.00 28,271.20 9.00 31,805.10 31,805.10 129%
<br />9,852.10 2.00 9,852.10 2.00 9,852.10 9,852.10 100%
<br />72,284.40 10.00 72,284.40 10.00 72,284.40 72,284.40 100%
<br />31,868.00 2,327.00 29,901.95 2,281.00 29,310.85 29,310.85 92%
<br />67,064.52 116.00 47,435.88 154.00 62,975.22 62,975.22 94%
<br />18,167.34 25.00 15,661.50 33.00 20,673.18 20,673.18 114%
<br />26,198.97 9.00 11,228.13 19.00 23,703.83 23,703.83 90%
<br />26,985.42 8.80 4,758.95 46.70 25,254.89 25,254.89 94%
<br />19,190.08 23.20 15,900.35 28.00 19,190.08 19,190.08 100%
<br />14,597.65 23.60 17,311.78 23.60 17,311.78 17,311.78 119%
<br />18,204.95 1.00 18,204.95 1.00 18,204.95 18,204.95 100%
<br />9,325.05 367.00 1,963.45 1,358.00 7,26530 7,265.30 78%
<br />27,314.64 1,485.00 9,548.55 2,585.00 16,621.55 16,621.55 61%
<br />545.70
<br />25536
<br />953.35
<br />348.05
<br />46632
<br />192.00 59,817.96 9,232.00 158
<br />228.00 34,187.52 1,352.00 37
<br />889.00 24,749.76 889.00 24
<br />401.00 6,440.06 603.00 9
<br />352.00 18,846.08 474.00 25
<br />)50.00 6,580.50 2,050.00 6
<br />1.00 187.40 30.00 5
<br />0.75 12,368.66 1.00 16
<br />1.00 535.44 1.00
<br />4.00 963.80 4.00
<br />)06.00 1, 991.88 1,006.00 1
<br />266.00 853.86 359.00 1
<br />913.00 45,622.61 1,496.00 74
<br />L55.00 1, 235.85 1,155.00 1
<br />330 1,413.56 330 1
<br />903.00 4,641.42 903.00 4
<br />7.00 297.92 7.00
<br />i 50.00 16,747.50 11, 550.00 16
<br />5.00 348.05 5.00
<br />96
<br />535.44
<br />963.80
<br />991.88
<br />15239
<br />297.92
<br />747.50
<br />348.05
<br />37
<br />96
<br />535.44
<br />963.80
<br />297.92
<br />747.50
<br />348.05
<br />E1CDC C-620 Contractor's Application for Payment
<br />Unit Price (c) 2018 National Society of Professional Engineers for E1CDC. All rights reserved. 2 of 4
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