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Progress Estimate - Unit Price Work
<br />Contractor's Application for Payment
<br />Owner: City of Elk River Owner's Project No.:
<br />Engineer: Bolton & Menk, Inc. Engineer's Project No.: OR1.12SOS2
<br />Contrector: North Valley Inc. Contrector's Project No.:
<br />Project: 2023 Street Improvements Project Agency's Project No.:
<br />Contrect:
<br />Application No.: 3 Application Period: From 07/01/23 to 07/2S/23 Application Date: 07/31/23
<br />A B C D E F Fl F2 G H I 1 K
<br />Contract Information Previous Estimate Work Completed
<br />Bid Item
<br />No. Description
<br />46 CONNECTTO EXISTING WATERSERVICE
<br />q7 CONNECTTO EXISTING WATERMAIN
<br />qg ADIUSTVALVEBOX
<br />q9 REMOVE & REPLACE VALVE BOX
<br />50 6" WATERMAIN DUCTILE IRON CL 52
<br />51 S" WATERMAIN DUCTILE IRON CL 52
<br />52 10" WATERMAIN DUCTILE IRON CL 52
<br />53 6" GATE VALVE & BOX
<br />54 S" GATE VALVE & BOX
<br />55 10" GATE VALVE & BOX
<br />56 HYDRANT
<br />57 WATERMAIN FITTINGS
<br />SS ADIUSTCASTING (MANHOLE)
<br />59 ADIUSTCASTING (CATCH BASIN)
<br />60 CASTINGASSEMBLY
<br />61 CONSTRUCTDRAINAGESTRUCTURE(2'X3')
<br />62 CONSTRUCTDRAINAGESTRUCTUREDESIGN4S-4020
<br />63 CONSTRUCTDRAINAGESTRUCTUREDESIGN4S-4022
<br />64 CONSTRUCTDRAINAGESKIMMERSTRUCTURE(72")
<br />65 4" CONCRETE WALK
<br />66 6" CONCRETE WALK
<br />67 6" CONCRETE DRIVEWAY PAVEMENT
<br />6S CONCRETE CURB & GUTTER DESIGN B412
<br />69 CONCRETE CURB & GUTTER DESIGN B61S
<br />70 CONCRETE CURB & GUTTER DESIGN SPECIAL
<br />71 7" CONCRETE VALLEY GUTTER
<br />72 TRUNCATED DOMES
<br />73 BITUMINOUSCURB
<br />7q RELOCATE MAILBOX
<br />75 TRAFFIC CONTROL
<br />76 SIGNPANELSTYPEC
<br />77 STABILIZED CONSTRUCTION EXIT
<br />7g STORM DRAININLET PROTECTION
<br />79 SILTFENCE,TYPEMS
<br />SO SEDIMENTCONTROLLOGTYPEWOODCHIP
<br />g1 COMMONTOPSOILBORROW(LV)
<br />g2 FERTILIZERTYPE3
<br />g3 SEEDING
<br />gq SEED MIXTURE 25-151
<br />SS SEED MIXTURE 35-641
<br />S6 HYDRAULIC BONDED FIBER MATRIX
<br />S7 LANDSCAPING MULCH
<br />gg 24"SOLIDLINEMULTI-COMPONENT(WHITE)
<br />S9 CROSSWALKMULTI-COMPONENT(WHITE)
<br />90 PAVEMENTMESSAGEMULTI-COMPONENT
<br />Item Quantity Units
<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 />2,450.00 POUND
<br />164.00 EACH
<br />29.00 EACH
<br />21.00 EACH
<br />49.90 LIN FT
<br />25.00 LIN FT
<br />19.90 LIN FT
<br />1.00 LUMPSUM
<br />1,743.00 SQ FT
<br />4,245.00 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 />544.00 SQ FT
<br />546.00 SQ FT
<br />9,950.00 LIN FT
<br />64.00 EACH
<br />1.00 LUMPSUM
<br />156.00 SQ FT
<br />3.00 EACH
<br />23.00 EACH
<br />1,775.00 LIN FT
<br />170.00 LIN FT
<br />1,045.00 CUYD
<br />963.00 POUND
<br />2.90 ACRE
<br />754.00 POUND
<br />6.00 POUND
<br />9,623.00 POUND
<br />5.00 CUYD
<br />67.00 LIN FT
<br />675.00 SQ FT
<br />1.00 EACH
<br />Work Completed % of
<br />Estimated ValueofWork andMaterials Valueof
<br />Value of Bid Item Quantity Completed to Date Materials Currently Stored Stored to Date Item
<br />Unit Price (CX E) Quantity Previous Value Previous Incorporated in (E X G) (not in G) (H+I) (1 / F)
<br />(5) (5) Estimate Estimate the work (5) (5) (5) (%)
<br />1,177.97 67,144.29
<br />2,677.20 10,70S.S0
<br />240.95 16,566.50 27.00 6,505.65 29.00 6,957.55 6,957.55 41%
<br />1,951.13 27,735.52 4.00 7,924.52 4.00 7,924.52 7,924.52 29%
<br />74.96 11,244.00
<br />91.02 325,309.14 - - - - -
<br />101.73 72,736.95
<br />2,516.57 25,165.70
<br />3,533.90 24,737.30
<br />4,926.05 9,552.10 - - - - -
<br />7,225.44 72,254.40
<br />12.55 31,S6S.00
<br />405.93 67,064.52 110.00 44,952.30 110.00 44,952.30 44,952.30 67%
<br />626.46 15,167.34 21.00 13,155.66 25.00 15,661.50 15,661.50 S6%
<br />1,247.57 26,195.97 9.00 11,225.13 11,225.13 43%
<br />540.79 26,955.42 - - S.SO 4,755.95 4,755.95 1S%
<br />655.36 19,190.OS 23.20 15,900.35 15,900.35 S3%
<br />733.55 14,597.65 23.10 16,945.01 16,945.01 116 %
<br />15,204.95 15,204.95 1.00 15,204.95 15,204.95 100%
<br />5.35 9,325.05 367.00 1,963.45 367.00 1,963.45 1,963.45 21%
<br />6.43 27,314.64 1,455.00 9,545.55 1,455.00 9,545.55 9,545.55 35%
<br />7.50 95,992.50 23.00 172.50 23.00 172.50 172.50
<br />17.13 159,54S.S2
<br />27.54 30,763.20 995.00 27,754.32 1,137.00 31,654.OS 31,654.OS 103%
<br />27.54 34,500.00 555.00 23,503.20 555.00 23,503.20 23,503.20 6S%
<br />16.06 13,554.64 67.00 1,076.02 141.00 2,264.46 2,264.46 17%
<br />53.54 29,232.54 352.00 1S,S46.OS 352.00 1S,S46.OS 1S,S46.OS 64%
<br />3.21 31,939.50 2,050.00 6,SS0.50 2,050.00 6,SS0.50 6,SS0.50 21%
<br />157.40 11,993.60 1.00 157.40 157.40 2%
<br />16,491.55 16,491.55 0.50 5,245.75 0.50 5,245.75 5,245.75 50%
<br />SS.90 9,1SS.40
<br />535.44 1,606.32 - - - - -
<br />240.95 5,541.55
<br />1.95 3,520.44 - - - - -
<br />3.21 545.70 20.00 64.20 64.20 12%
<br />49.97 52,215.65 547.00 27,333.59 503.00 40,125.91 40,125.91 77%
<br />1.07 1,030.41 700.00 749.00 910.00 973.70 973.70 94%
<br />425.35 1,242.22 2.00 556.70 2.60 1,113.71 1,113.71 90%
<br />5.14 3,575.56 600.00 3,OS4.00 750.00 4,009.20 4,009.20 103%
<br />42.56 255.36 - - - - -
<br />1.45 13,953.35 7,000.00 10,150.00 9,100.00 13,195.00 13,195.00 95%
<br />69.61 345.05 - - - - -
<br />6.96 466.32
<br />S.S9 3,993.42 - - - - -
<br />107.09 107.09
<br />ContractTotals S 5.433358.71 S 2.548303.92 S 2.835.190.45 S - S 2.835.190.45 52%
<br />E1CDC C-620 Contractor's Application for Payment
<br />Unit Price (c) 2015 National Society of Professional Engineers for E1CDC. All rights reserved. 2 of 2
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