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Contractor's Application for Pavment
<br />Owner. City of Elk River Owner's Project No.:
<br />Engineer: Balton & Monk, Inc Engineer's Project No.: OR1.179209
<br />Contractor. Nonhdale Construction Company Ageno/'s Project Nm:
<br />Project Rolling Hills Sewer Extension
<br />Contract
<br />Application No.: 5 Application Period: From 05/01/24 to 05/31/24 Application Data: 05/32/24
<br />A
<br />B
<br />C D E F
<br />F1 F2
<br />G H
<br />I
<br />J
<br />K
<br />Bid Item
<br />N.
<br />Desolption
<br />Contractlnfermation
<br />Pneif ..Estimate
<br />Work Completed
<br />Materiels Orrontiy
<br />Snored inert In G)
<br />($)
<br />Work Completed
<br />and Ma4rials
<br />"Wed to Data
<br />(H.Q
<br />($)
<br />%of
<br />Valueof
<br />Item
<br />(J/F)
<br />harp Quantity
<br />Un.
<br />Unit Prica
<br />($)
<br />Value of B.I.
<br />(CX E)
<br />($)
<br />Quantity PreWaua
<br />E...
<br />Value Pr.Wons
<br />Eadmaes
<br />Estimated
<br />quontity
<br />Incorporated In
<br />tit. Work
<br />Velueof Wak
<br />Comp labd WDate
<br />(EXG)
<br />($)
<br />Original Contract
<br />1
<br />MOBILIZATION
<br />1.00
<br />LUMP SUM
<br />42,034.75
<br />42,034,75
<br />0.75
<br />31j26.06
<br />0.75
<br />31,526.06
<br />31,526.06
<br />75%
<br />2
<br />TRAFFIC CONTROL
<br />1.00
<br />LUMP SUM
<br />12,600.00
<br />12,600.00
<br />1.00
<br />12,600.00
<br />1.00
<br />12,600.00
<br />12,600.00
<br />100%
<br />3
<br />REMOVE FENCE
<br />60.00
<br />LF
<br />42.00
<br />2,520.00
<br />60.00
<br />2,520.00
<br />60.00
<br />2,520.00
<br />2,520.00
<br />100%
<br />4
<br />REMOVE SAND FILTER MEDIA
<br />310.00
<br />CU YD
<br />70.00
<br />21,700.00
<br />5
<br />REMOVE UNDERGROUND TANK
<br />2.00
<br />EACH
<br />10,000.00
<br />20,000.00
<br />fi
<br />REMOVE AND REPLACE CURB & GUTTER
<br />120.00
<br />LF
<br />57.2.5
<br />6,870.00
<br />7
<br />REMOVE VALVE VAULT
<br />2.00
<br />EACH
<br />10A00.00
<br />20,000.00
<br />B
<br />SALVAGE CONTROL PANEL
<br />1.00
<br />LUMP SUM
<br />11995.00
<br />1,995.00
<br />-
<br />-
<br />-
<br />-
<br />-
<br />9
<br />COMMON BORROW
<br />440.00
<br />CU YD
<br />44,40
<br />19,536.00
<br />10
<br />I EXPLORATORY EXCAVATDN
<br />10.00
<br />HOURS
<br />isu.50
<br />15,625A0
<br />8.15
<br />12,734.38
<br />815
<br />12,734.38
<br />12,734.38
<br />92%
<br />11
<br />DEWATERING
<br />1.00
<br />LUMP SUM
<br />36,750,00
<br />36,750.00
<br />1.00
<br />36,750.00
<br />1.00
<br />36,750.00
<br />36,750.00
<br />100%
<br />12
<br />BITUMINOUS PATCH (STREET)
<br />1,580.00
<br />SQYD
<br />79.79
<br />124ASOZO
<br />26.50
<br />2,087.94
<br />165.41
<br />13,032.65
<br />13,032.65
<br />10%
<br />13
<br />BDUM INDUS PATCH (TRAIL)
<br />110.00
<br />SQYD
<br />64.37
<br />7,080.70
<br />14
<br />AGGREGATE SURFACING CLASS 2
<br />60.00
<br />CU YD
<br />50.85
<br />3,051.00
<br />15
<br />ADAI ST FRAME &RING CASTING
<br />2.00
<br />EACH
<br />750.00
<br />11500.00
<br />16
<br />7" CONCRETE PAVEMENT
<br />760.00
<br />SOFT
<br />19.08
<br />14,500.80
<br />692.00
<br />13,203.36
<br />681.00
<br />12y93.48
<br />12,993.48
<br />90%
<br />17
<br />12" CONCRETE PAVEMENT
<br />260.00
<br />SOFT
<br />55.83
<br />14,515.80
<br />ID4.00
<br />S,BD6.32
<br />126.00
<br />7,03458
<br />7,03458
<br />4896
<br />18
<br />B' CHAIN LINK FENCE AND GATES
<br />O4,00
<br />LF
<br />174.93
<br />14,694,12
<br />-
<br />-
<br />-
<br />-
<br />-
<br />19
<br />BOLLARD
<br />2.00
<br />EACH
<br />1,260.00
<br />2,520.00
<br />20
<br />CONNECTTO E XISIING FORCE MAIN
<br />1.00
<br />EACH
<br />2,625.78
<br />2,625.78
<br />1.00
<br />2,625.78
<br />2,625.78
<br />100%
<br />21
<br />CONNECTTO E XISTNG SAN ITARY SEWER MANHOLE (CORE &
<br />1.00
<br />EACH
<br />4,200.00
<br />4,200.00
<br />1.00
<br />4,200.00
<br />1.00
<br />4,200.00
<br />4,200.00
<br />100%
<br />22
<br />15" SAN TTAKY FORCEMAIN HOPE DR 11(TRENCHLESS)
<br />175.00
<br />LF
<br />51.37
<br />8,989.75
<br />160.00
<br />8,219.20
<br />160.00
<br />8,21920
<br />8,21.920
<br />91%
<br />23
<br />4" SANITARY FORCEMAIN(TRENCHIESS)
<br />BAW.00
<br />LF
<br />24,41
<br />577296.50
<br />23,606.00
<br />576222.46
<br />23,606.00
<br />576,222.46
<br />576222.46
<br />100%
<br />24
<br />CONSTRUCT LIFT STATION AND VALVE VAULT
<br />1.00
<br />LUMP SUM
<br />419,929.70
<br />419,929.70
<br />0.85
<br />3SG w.zS
<br />1.00
<br />419,929.70
<br />419,929.70
<br />100%
<br />25
<br />ELECTRICAL GENERATOR
<br />1.00
<br />LUMP SUM
<br />42,000.00
<br />42,000.00
<br />0.92
<br />38,640.00
<br />1.00
<br />42,000.00
<br />42,000.00
<br />100%
<br />26
<br />AIR RELIEF MANHOLE
<br />8.00
<br />EACH
<br />22,71250
<br />181,700.00
<br />8.00
<br />181,700.00
<br />3.00
<br />181,700.00
<br />181,700.00
<br />100%
<br />27
<br />CLEANMTMANHOLE
<br />1.00
<br />EACH
<br />21,63750
<br />21,637.50
<br />1.00
<br />21,637.50
<br />1.00
<br />21,637.50
<br />21,637.50
<br />100%
<br />28
<br />MANHOLE ODOR CONTROL FILTER
<br />1.00
<br />EACH
<br />2,515.63
<br />2,515.63
<br />29
<br />STORM DRAM NLETPROTECTION
<br />4.00
<br />EACH
<br />350.04
<br />1,400.16
<br />4.00
<br />1,400.16
<br />4.00
<br />1,40016
<br />1p0016
<br />100%
<br />30
<br />FERTILIZER TYPE
<br />420.00
<br />POUND
<br />029
<br />373.80
<br />350.00
<br />311.50
<br />350.00
<br />311.50
<br />311.50
<br />03%
<br />31
<br />ISEEDING
<br />120
<br />ACRE
<br />1,312.50
<br />1,575.00
<br />1.99
<br />2,598.75
<br />1.98
<br />2,598.75
<br />2,SN35
<br />165%
<br />32
<br />SEEDING MI RE 25-151
<br />360.00
<br />POUND
<br />1 3361
<br />1209.60
<br />1 500.00
<br />1 1,680.001
<br />500.001
<br />1,680.00
<br />1,680.00
<br />139%
<br />33
<br />EROSION CONTROL BLANKETS CATEGORY 3N
<br />5,808.00
<br />Sy
<br />152
<br />8,828.16
<br />5,867.50
<br />0,949.00
<br />5,897.50
<br />0,949.00
<br />8,949.00
<br />101%
<br />34
<br />LOAM TOPSOIL BORROW (LA
<br />%8.00
<br />CU YD
<br />46.92
<br />45,418.56
<br />621.00
<br />29,137.32
<br />621.00
<br />29,137.32
<br />29,137.32
<br />64%
<br />35
<br />SEDIMENT CONTROL LOG TYPE WOOD F BER
<br />2,100.00
<br />LF
<br />357
<br />7,497.00
<br />2,380.00
<br />9,496.60
<br />2,380.00
<br />8,496.60
<br />BA96.60
<br />113%
<br />36
<br />4"SOLD LINE MULTI COMP
<br />900.00
<br />LF
<br />3.05
<br />2,745.00
<br />38.00
<br />115.90
<br />38.00
<br />115.90
<br />115.90
<br />4%
<br />Original
<br />Contract Totals
<br />$ 1,722,923.52
<br />$ 2,357,476.70
<br />$ 1,438,415.02
<br />$
<br />1 $ 1,438,415.02
<br />-
<br />EICDC C-620 ContraCter's Application for Payment
<br />Unit Prim (d 2018 National Society of Professional Engineers for EICDC. All rights reserved. 1 of 1
<br />Page 33 of 372
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