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Tar
<br />Elk River F re 3�ion #3
<br />EIk Rid Fire Station
<br />Terra
<br />Ci of Elk River
<br />CONTINUATION SHEET AIA DOCUMENTG703 111-121111
<br />AIA Dow a,nt G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION N0: 14
<br />Contactor', signed-ifiwtion is attached. APPLICATION DATE: 3/31/22
<br />In tabuhtion, below,a nnou--s tared tothe -rest doll.,. PERIODT0: 3/31/22
<br />Use Column I on Cont,- where variable r,tain.g, for line items may apply.
<br />A
<br />I A.1
<br />B
<br />C
<br />C1
<br />C2
<br />C3
<br />D
<br />E
<br />F
<br />G
<br />H
<br />I
<br />SUBCONTRACTOR
<br />ITEM
<br />BID
<br />DESCRIPTION OF WORK
<br />SCHEDULED
<br />CHANGE
<br />BUDGET
<br />REVISED
<br />WORK COMPLETED
<br />MATERIALS
<br />TOTAL
<br />%
<br />BALANCE
<br />RETAINAGE
<br />VENDOR
<br />NO.
<br />PACK
<br />VALUE
<br />ORDERS
<br />REVISION/
<br />SCHEDULED
<br />FROM PREVIOUS
<br />THIS PERIOD
<br />PRESENTLY
<br />COMPLETED
<br />(G=C)
<br />TO FINISH
<br />(IFVARIABLE
<br />EMPLOYEE
<br />NO.
<br />CONTINGENCY
<br />VALUE
<br />APPLICATION
<br />STORED
<br />AND STORED
<br />(C-G)
<br />RATE)
<br />COST
<br />TRANSFER
<br />(D+E)
<br />(NOTIN
<br />TO DATE
<br />CODE
<br />DOR E)
<br />(D+E+F)
<br />Dryden Exwv.ting
<br />31-1000
<br />33A
<br />C013 PRI14 Stepped Footing,
<br />$ -
<br />$ -
<br />$ 1,584.00
<br />$ 1,584.00
<br />$ 1,584.00
<br />$ 1,584.00
<br />100.00%
<br />$ -
<br />$ 79.20
<br />Dryden Exwvati ng
<br />31-1000
<br />33A
<br />CO44ASlf2
<br />$ -
<br />$ -
<br />$ 6,096.75
<br />$ 1,096.75
<br />$ 6,096.75
<br />$ 1,09175
<br />100.00%
<br />$ -
<br />$ 304.84
<br />Dryden Exwv.ting
<br />31-1000
<br />33A
<br />COff5 B/CThom„n
<br />$ -
<br />$ -
<br />$ (500.00)
<br />$ (500.00)
<br />$ (500.00)
<br />$ (500.00)
<br />100.00%
<br />$ -
<br />$ (25.00)
<br />Dryd onExwvati ng
<br />31-1000
<br />33A
<br />COfi60v,r,xw vat, Footing Trenches Tor Rock
<br />$ -
<br />$ -
<br />$ 2,373.26
<br />$ 2,373.26
<br />$ 2,373.26
<br />$ 2,373.26
<br />100.00%
<br />$ -
<br />$ 118.66
<br />Dryd on Exwv.ting
<br />31-1000
<br />33A
<br />C047 Furnish and ln,t.113" Rock Tor PuapTruck
<br />$ -
<br />$ -
<br />$ 5,409. 16
<br />$ 5,409. 16
<br />$ 5,409.16
<br />$ 5,409.16
<br />100.00%
<br />$ -
<br />$ 270.46
<br />Dryden Exwvati ng
<br />31-1000
<br />33A
<br />COff8 Install Temp Dain Pipe
<br />$ -
<br />$ -
<br />$ 5,894.96
<br />$ 5,894.96
<br />$ 5,894.96
<br />$ 5,894.96
<br />100.00%
<br />$ -
<br />$ 294.75
<br />Dryden Exwv.ting
<br />31-1000
<br />33A
<br />C019 C-900 Municipal Water Piping
<br />$ -
<br />$ -
<br />$ 278.65
<br />$ 278.65
<br />$ 278.65
<br />$ 278.65
<br />100.00%
<br />$ -
<br />$ 13.93
<br />Dryd onExwvati ng
<br />31-1000
<br />33A
<br />CO 410 Dam. g,d Tan,fora,r-repaired by ERMU
<br />$ -
<br />$ -
<br />$ (3,273.92)
<br />$ (3,273.92)
<br />$ (3,273.92)
<br />$ (3,273.92)
<br />100.00%
<br />$ -
<br />$ (163.70)
<br />Dryd on Exwv.ting
<br />31-1000
<br />33A
<br />CON11 Revised Finished Gad, atT-h Enclosure
<br />962.50
<br />$ 962.50
<br />$ 962.50
<br />$ 962.50
<br />100.00%
<br />48.13
<br />Dryden Exwvati ng
<br />31-1000
<br />33A
<br />COf 12 Crushed Concrete Entan o
<br />$ -
<br />$ -
<br />$ 3,935.75
<br />$ 3,935.75
<br />$ 3,935.75
<br />$ 3,935.75
<br />100.00%
<br />$ -
<br />$ 196.79
<br />Dryden Excavating
<br />31-1000
<br />33A
<br />COfil3 Appaatus Bay Muck Out
<br />$ -
<br />$ -
<br />$ 2, 103.84
<br />$ 2,103.84
<br />$ 2, 103.84
<br />$ 2,103.84
<br />100.00%
<br />$ -
<br />$ 105. 19
<br />Dryden Exca v.ti ng
<br />31-1000
<br />33A
<br />COfi145oi1 Correction South Parking Lot
<br />$ -
<br />$ -
<br />$ 6,917.00
<br />$ 6,917.00
<br />$ 6,917.00
<br />$ 6,917.00
<br />100.00%
<br />$ -
<br />$ 345.85
<br />Dryden Exca vaing
<br />31-1000
<br />33A
<br />COff15Taining Tower M.nhole
<br />$ -
<br />$ -
<br />$ 3,878.25
<br />$ 3,878.25
<br />$ 3,878.25
<br />$ 3,878.25
<br />100.00%
<br />$ -
<br />$ 193.91
<br />Oma nn Brothers
<br />32-1216
<br />32C
<br />Gavel Base
<br />$ 16,920.00
<br />$ -
<br />$ -
<br />$ 16,920.00
<br />$ 16,920.00
<br />$ 16,920.00
<br />100.00%
<br />$ -
<br />$ 846.00
<br />Omann Brothers
<br />32-1216
<br />32C
<br />Brt Base Coupe
<br />$ 25,370.00
<br />$ -
<br />$ -
<br />$ 25,370.00
<br />$ 25,370.00
<br />$ 25,370.00
<br />100.00%
<br />$ -
<br />$ 1,268.50
<br />0 a.nn Brothers
<br />32-1216
<br />32C
<br />Brt Wear Course
<br />$ 27,700.00
<br />$ -
<br />$ -
<br />$ 27,700.00
<br />$ -
<br />$ -
<br />0.00%
<br />$ 27,700.00
<br />$ -
<br />Oa.nn Brothers
<br />32-1216
<br />32C
<br />Striping
<br />$ 500.00
<br />$ -
<br />$ -
<br />$ 500.00
<br />$ -
<br />$ -
<br />0.00%
<br />$ 500.00
<br />$ -
<br />Oa.nn Brothers
<br />32-1216
<br />32C
<br />CO#1PRif7 W.t,r Service
<br />$ -
<br />$ -
<br />$ (850.00)
<br />$ (850.00)
<br />$ (850.00)
<br />$ (850.001
<br />100.00%
<br />$ -
<br />$ (42.50)
<br />Omann Brother,
<br />32-1216
<br />32C
<br />CON2Agg B.,,.t intersection of191,t.nd Edi,ion
<br />$ -
<br />$ -
<br />$ (845.28)
<br />$ (845.28)
<br />$ (845.28)
<br />$ (845.28)
<br />100.00%
<br />$ -
<br />$ (42.26)
<br />Onn.nn Brothers
<br />32-1216
<br />32C
<br />COff3 R,phcing Asph.ltw/Concr,t,.t North Sid --Sit,
<br />$ -
<br />$ -
<br />$ (5,400.00)
<br />$ (5,400.00)
<br />$ (2,500.00)
<br />$ (2,500.00)
<br />46.30%
<br />$ (2,900.00)
<br />$ (125.00)
<br />Peterson Companies
<br />32-4000
<br />32A
<br />Fencing
<br />$ 4,485.00
<br />$ -
<br />$ -
<br />$ 4,485.00
<br />$ -
<br />$ -
<br />0.00%
<br />$ 4,485.00
<br />$ -
<br />Autumn Ridge
<br />32-3291
<br />32B
<br />landscaping
<br />$ 68,500.00
<br />$ -
<br />$ -
<br />$ 68,500.00
<br />$ -
<br />$ -
<br />0.00%
<br />$ 68,500.00
<br />$ -
<br />Century Fence
<br />CON1 R,pl--nt of Damaged Fencefronn C-o
<br />$ -
<br />$ -
<br />$ 1,977.19
<br />$ 1,977.19
<br />$ -
<br />$ -
<br />0.00%
<br />$ 1,977.19
<br />$ -
<br />GRANDTOTALS
<br />$ 6,898,246.00
<br />IS -
<br />$ -
<br />$ 6,898,246.00
<br />$ 5,524,149.03
<br />$ 360,532.45
<br />$ -
<br />IS 518841681.48
<br />85.31%
<br />$ 1,013,564.52
<br />$ 294,234.07
<br />Page 8 / 8
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