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1615t Avenue ReconRtructfon
<br />I.P. 23.01 (S.A.P. 199-123-001)
<br />F-stImato No. I Partial
<br />Period Endina Mav 31. 2023
<br />CONTRACT AMOUNT
<br />COMPLETED THIS PERIOD
<br />COMPLETED TO DATE
<br />Item No.
<br />MnDOT
<br />Na. Deacription
<br />Unit
<br />Estimated
<br />Qu Antity
<br />Unit Price
<br />Extendad Total
<br />Quantity
<br />Extended Total
<br />Quantity
<br />Extended
<br />Total
<br />1
<br />2021.501 MOBILIZATION
<br />_21
<br />Ls
<br />EA
<br />1.0
<br />16
<br />$
<br />$
<br />35,000.00
<br />187.00
<br />$ 35,000.GO
<br />0.25
<br />$
<br />8,750.00
<br />0.25
<br />$ 8,750.00
<br />2
<br />3
<br />.502 CLEARING
<br />2101,502 GRUBBING
<br />S 2,992.00
<br />29
<br />$
<br />5,423.00
<br />29.0
<br />$ 5,423.00
<br />EA
<br />ACRE
<br />16
<br />0.31
<br />$
<br />5
<br />187.00 S 2,992.00
<br />9.5f0.00 s 2. N_ 5.00
<br />29
<br />0.31
<br />$
<br />$
<br />6,423.00
<br />2,945.00
<br />29.0
<br />0.31
<br />$ 5,423.00
<br />$ 2,945.00
<br />4 2101505 CLU RING
<br />5
<br />2101.F[}5 GRUBBING
<br />ACRE
<br />0.31
<br />5
<br />9,500 Oct
<br />tv 2,1_445.00
<br />0.31
<br />$
<br />2,945.00
<br />0,31
<br />$ 2-,945.00
<br />6
<br />2104.502 REMOVE BASKETBALL HOOP
<br />EA
<br />2
<br />$
<br />135 00
<br />s 270-00
<br />0
<br />$
<br />-
<br />0
<br />$
<br />7
<br />2104.502 SALVAGE MAIL 13OX SUPPORT
<br />EA
<br />8
<br />105,0O
<br />$ 840.00
<br />0
<br />$
<br />0
<br />$
<br />a
<br />2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />LF
<br />238
<br />3_0D
<br />$ 714.00
<br />0
<br />0
<br />9
<br />2104.603 SAWING CONCRETE PAVEMENT (FULL DEPTH)
<br />LF
<br />79
<br />$
<br />6.00
<br />$ 395.0D
<br />0
<br />$
<br />10
<br />2104.503 'REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />-sy-
<br />-sy
<br />6
<br />3111
<br />69
<br />$
<br />$
<br />$
<br />10.00,
<br />2.30'1
<br />6.001
<br />s f3o.Do
<br />$ 7,155.30
<br />$ 414.001
<br />0
<br />0
<br />0
<br />$
<br />$
<br />0
<br />0
<br />$
<br />$
<br />$
<br />11--, 2104.504 REMOVE BITUMINOUS PAVEMENT
<br />12 1 2104.504 REMOVE CONCRETE PAVEMENT -
<br />14
<br />16
<br />16
<br />4 1 V-I.UUd L;Ariu�&Art "t:) IV I." I I LPN
<br />2105.507 EXCAVATION - CHANNEL& PON DING (EV)
<br />2106.507 EXCAVATION - COMMON (EV)
<br />2106.507 EXCAVATION - SUBGRADE (EV)
<br />to I
<br />Cy.
<br />CY
<br />1;e
<br />7219
<br />886
<br />17BB
<br />4i
<br />$
<br />$-,--
<br />$
<br />wu.uu 4i
<br />6.10 $
<br />..6.10 $
<br />$
<br />b,VU0.GU
<br />44,035.90
<br />5,404.60
<br />103784.80
<br />0
<br />0
<br />0
<br />$
<br />$
<br />0
<br />0
<br />0
<br />s
<br />17
<br />18
<br />2106.607 HAUL & STOCKPILE RECLAIM MATERIAL (LV)
<br />2103.5D4 G EOTEXTI LE FA 9 RI C TYPE 4
<br />CY
<br />SY
<br />2025
<br />68
<br />$
<br />$
<br />--.6.10
<br />5.50 $
<br />5.00 $
<br />11,137.50
<br />340.00
<br />0
<br />a
<br />0
<br />0
<br />$
<br />$
<br />19
<br />20
<br />2112.519 SUBGRADE PREPARATION - ROADWAY
<br />2112.604 SUBGRADE PREPARATION
<br />RDST
<br />SY
<br />26
<br />5445
<br />$
<br />$
<br />375.00 $
<br />1.05 $
<br />9,750.00
<br />6,717.25
<br />- 0
<br />0
<br />$
<br />$
<br />a
<br />0
<br />$
<br />21
<br />2123.61 STREET SWEEPER (WITH PICKUP BROOM)
<br />HOUR
<br />45
<br />$
<br />165.00 $
<br />7,425.00
<br />0
<br />$
<br />0
<br />$
<br />22
<br />213 0.523 WATER
<br />MGAL
<br />52
<br />$
<br />35.00 $
<br />1,820,00
<br />0
<br />$
<br />23
<br />2211-507 AGGREGATE BASE CLA5S 5 MODIFIED (CV)
<br />CY
<br />2687
<br />$
<br />22.001 $
<br />59,114.0D
<br />0
<br />$
<br />$
<br />24
<br />2215.504 FULL DEPTH RECLAMATION
<br />SY
<br />6974
<br />1.50 $
<br />13,461.00
<br />a
<br />$
<br />0
<br />$
<br />25
<br />2232-604 MILL BITUMINOUS PAVEMENT 2.0'
<br />SY
<br />26
<br />$
<br />10.50 $
<br />273.0D
<br />a
<br />0
<br />$
<br />26
<br />2301.6014 CONCRETE PAVEMENT DRIVEWAYS 6,01'
<br />SY
<br />80
<br />$
<br />94.75 $
<br />7,580.00
<br />0
<br />0
<br />$
<br />27
<br />2357.5D6 sm)MINOUS MATERIAL FOR TACK COAT
<br />GAL
<br />721
<br />$
<br />3.15 $
<br />2,271.15
<br />0
<br />0
<br />$
<br />28
<br />2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)
<br />TON
<br />860
<br />S
<br />89.05 $
<br />76,583.00
<br />0
<br />$
<br />0
<br />$
<br />29
<br />2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,F) -
<br />PARKING LOT
<br />TON
<br />303
<br />98.10
<br />29,7240
<br />0
<br />$
<br />30
<br />2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)
<br />TON
<br />860
<br />$
<br />91,70' T--,862].00
<br />0
<br />$
<br />0
<br />$
<br />31
<br />2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)
<br />DRIVEWAYS _
<br />'_209
<br />TON
<br />5
<br />$
<br />210.00 $
<br />1,050,00
<br />0
<br />$
<br />0
<br />$
<br />1
<br />32
<br />33
<br />TYPE SP 9.5 WEARING COURSE 9075M-IXTURE (3,C) TRAIL
<br />2360,509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,F) PARKING
<br />LOT
<br />TON
<br />TON
<br />365
<br />2-27
<br />$
<br />$
<br />104.50 $
<br />10 1, 1 WE $
<br />313,142,50
<br />22,961.051
<br />0
<br />0
<br />$
<br />0
<br />0
<br />1
<br />$
<br />$
<br />24
<br />2501.502 181, PC PIPE APRON
<br />EA
<br />1,430,00 S
<br />11,430,00
<br />0
<br />$
<br />0
<br />$
<br />35
<br />260-T 0-2 30"FCCPIPE APRON
<br />2501.602 TRASH GUARD FOR 18" RC PIPE APRON
<br />EA
<br />EA
<br />1
<br />1
<br />s
<br />2,02500 1
<br />820-w s
<br />2-025.00
<br />820 00:
<br />0
<br />0
<br />$
<br />$
<br />0
<br />0
<br />$
<br />$
<br />37
<br />38
<br />2501602 TRASH GUARD FOR 30' AC PIPE APRON
<br />2503 503 IS" PC PIPE SEWER DESIGN 3006 CLASS III
<br />EA
<br />LF
<br />I
<br />-�76
<br />S
<br />$
<br />2.4 75 00 S
<br />64.00 S
<br />2.475,00
<br />24,192-00
<br />0
<br />0
<br />$
<br />$
<br />0
<br />- 0
<br />$
<br />$
<br />39
<br />40
<br />2,503.503 18" RCPIPE SEWER DESIGN 306CLASS III
<br />2 _5 0 3 - 555 0 3 30" RC PIPE SEWER DESIGN 3006 CLA55 III
<br />LF
<br />LF
<br />80
<br />699
<br />5-
<br />S
<br />72-00 S
<br />14600 S
<br />5,760.00
<br />102,05400
<br />0
<br />0
<br />$
<br />$
<br />- 0
<br />- 0
<br />$
<br />$
<br />41
<br />42
<br />43 6
<br />44
<br />2503.602 CONNECT70 EMSTING SANITARY SEWER
<br />2503603 6" PVC PIPE SEWER SOR 26
<br />2503603 8" PVC PIPE SEWER 5DR 26
<br />2503.60"1 CLEAN & TELEVISE PIPE SEWER
<br />E.A
<br />LF
<br />LF
<br />LF
<br />r
<br />153
<br />1100
<br />1333
<br />$
<br />$
<br />$
<br />$
<br />21,000,00 S
<br />42-00 $
<br />41.00 S
<br />6.00 s
<br />g4,000.00
<br />6,426.Q0
<br />48,380.00
<br />7,998 W
<br />0
<br />0
<br />0
<br />0
<br />$
<br />$
<br />$
<br />$
<br />- 0
<br />- 0
<br />- 0
<br />- 0
<br />$
<br />45
<br />2W4.602 6" PIPE PLUG
<br />EA
<br />2
<br />$
<br />120.00 $
<br />240.00
<br />0
<br />$
<br />0
<br />$
<br />46
<br />2504,602 6" GATE VALVE & BOX
<br />EA
<br />5
<br />$
<br />2,300.00 s
<br />11.50000
<br />0
<br />$
<br />$
<br />47
<br />2604, 02 8" GATE VALVE & BOX
<br />EA
<br />2
<br />$
<br />3.135.00 $
<br />6,270,00
<br />a
<br />$
<br />$
<br />48
<br />25,04.60? ADJUST VALVE BOX
<br />1-T,56"
<br />EA
<br />7
<br />s
<br />2,69600
<br />0
<br />$
<br />0
<br />$
<br />49
<br />i-602 CONNECT" TO EXISTING WAT E RMA) N
<br />EA
<br />2
<br />$
<br />1,465.00
<br />2P370.00
<br />0
<br />$
<br />0
<br />50
<br />2604.602 HYDRANT (85 BURY)
<br />EA
<br />2
<br />$
<br />5,910.00 $
<br />111820.00
<br />0
<br />51
<br />2504.603 6" WATERMAIN DUCTILE IRON CL 53
<br />LF
<br />144
<br />$
<br />65.00 $
<br />9,360.00
<br />0
<br />$
<br />0
<br />62
<br />53
<br />2504.603 8" WATERMAIN DUCTILE IRON CL 52
<br />2504.608 WATERMAIN FITTINGS
<br />LF
<br />LBS
<br />1170
<br />431
<br />$
<br />$
<br />66.00 $
<br />16.00 $
<br />77,220.00
<br />6'8c-6.00
<br />0
<br />0
<br />$
<br />$
<br />0
<br />0
<br />$
<br />54
<br />2506.502 ADJUST FRAME AND RING CASTING
<br />EA
<br />5
<br />$
<br />695.00 $
<br />3,475.00
<br />0
<br />$
<br />0
<br />$
<br />55
<br />__i6
<br />25G6.602 CASTING ASSEMBLY (SANITARY)
<br />EA
<br />4
<br />_$
<br />945.DO $
<br />3,780.00
<br />0
<br />$
<br />0
<br />$
<br />2-5-66.-6-0-2- CASTING ASSEMBLY (STORM)
<br />EA
<br />12
<br />$
<br />79D.00 $
<br />9,480.00
<br />0
<br />$
<br />0
<br />$ -
<br />57
<br />2506,502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 2'X3'
<br />EA
<br />3
<br />$
<br />1,850.00 $
<br />5,550.00
<br />0
<br />$
<br />0
<br />$
<br />58
<br />2506,502 CONSTRU CT DRAI NAG E STR UCTURE DESIGN 27-4020
<br />EA
<br />1
<br />$
<br />1,460.00 $
<br />11460.00
<br />0
<br />$
<br />0
<br />$
<br />59
<br />2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br />EA
<br />4
<br />$
<br />2,960.00 $
<br />11,840.00
<br />0
<br />$
<br />0
<br />$
<br />60
<br />25D6.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 6 0-4 020
<br />EA
<br />2
<br />$
<br />6,285.00 $
<br />10,570.001
<br />0
<br />$
<br />0
<br />61
<br />2606.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020
<br />EA
<br />2
<br />$
<br />9,365.00 $
<br />18,730-00
<br />0
<br />$
<br />0
<br />$
<br />62
<br />63 _
<br />2506.503 CONSTRUCT SANITARY SEWER MANHOLE
<br />-1,5-11.5,07 RANDOM RIP RAP CLASS 111
<br />LF
<br />_
<br />56.7
<br />20
<br />$
<br />$
<br />420.00 $
<br />21D.00 $
<br />23.814.00
<br />4,200.00
<br />0.0
<br />0
<br />$
<br />$
<br />0.0
<br />0
<br />$
<br />$
<br />U"
<br />2521.604 6" CONCRETE WALK
<br />�y
<br />124
<br />$
<br />151.45
<br />18,779.80
<br />D
<br />$
<br />0
<br />$
<br />65
<br />2521.602 DRILL & GROUT REI N F BAR (EPDXY COATED)
<br />-25--31.503
<br />EA
<br />Ba
<br />$
<br />_S
<br />31.50 $
<br />2.772.00
<br />0
<br />$
<br />0
<br />66
<br />CONCRETE CURB & GUTTER DESIGN 13618
<br />LF
<br />4799
<br />$
<br />18.55 $
<br />89,021.45.
<br />0
<br />$
<br />0
<br />67
<br />2531.503 CONCRETE CURB &GUTTER DESIGN B612
<br />-7"CONCRETE
<br />LF
<br />1389
<br />$
<br />24.30 $
<br />33,752.70
<br />0
<br />$
<br />0
<br />68
<br />2531.604 DRAINAGE FLUME _L
<br />5y I
<br />$110
<br />$
<br />163.00 $
<br />652.001
<br />0
<br />I
<br />0
<br />PaVEsfimaie Page 2 of
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