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2024 Neighborhood Pavement Overlay Improvements
<br />I.P. 24M7
<br />Estimate No. 3 Final
<br />Period Ending December 31, 2024
<br />Item No. MnDOT
<br />No.
<br />Item Description
<br />Unit
<br />3,595.31
<br />CONTRACT AMOUNT
<br />COMPLETED THIS PERIOD
<br />Estimated Unit Price Extended Total Quantity Extended Total
<br />Quantity_
<br />1 2021,501 MOBIL.IZATJON LS 1.0 $ 53,240.00 $ 53,240.00 0.0
<br />2 2104.502 C EAFING EA _- 3 $ 378.74 $ 1,136.22 0
<br />3 2104.502 GRUBBING EA 3 $ 162.32 $ 486.98 0
<br />4 2104,502 FEvIC/ EDRAII'LAC STRUCTURE _�
<br />'---�-_._ $ 492.35 $ 2,461,80 0
<br />5 _2104.503 F lC 'EPIPES _ _ LF _ 566 $ 10.82 $ 6,124.12 0
<br />6 __ 2104,503 RBVIO IEabNCRSTE C1,J'RBAND GLII•TI3 LF 1700 $ - ._ . 7.._
<br />.03 $ 11,951.00 0
<br />7- 2104.503 IRMCNEMUM !NOUSQ.li8 LF 470 $ 6.90 $ 3,243.00 0
<br />8 2104.503 S4WI NG BI fUM I NODS PAV9VI B%IT FULL �.._ � 1) LF 1850 2.87 $ 5,309.50 0
<br />9 2104.503 SAWING ODNCFETE(FULL DEPTH) LF 950 $ 8.41 $ 7,989.50 0
<br />10 2104,504 REM O/EBJTUMINOUSPAVEMENT 5Y 120 $ 8.66 $ 1,039.20 0
<br />11 2104.504 REM OVE t33NCRETEWALK _- SY 700 $ 19.48 $ 13,636.00 0
<br />12 2104.504 REVIOVE CONCFETEVALLEYGUTTER SY 81 $ 19.48 $ 1,577.88 - 0
<br />13 2105.607 O3M MON E XCAVATION PI GY - 130 $ 26.67 $ 3,467.10 - 0
<br />14 2211.507 Ac_ .H
<br />TE B45ECLA 35 MODIFIED (CV) GY 95 $ 23.81 $ ,26
<br />15 - 2231.603 SAWED 8, MALE) DINT EA 280 $ 23.8 i $ .95 02,261.80 151
<br />16 - 2231.604 BI1UMINOUSPAT( -1 _ SY' 350 $---�T. 28,56 $ 9,996.00 0
<br />17 _ ~_ 2232.504 MILL BiTIJMINOUSSJRFAC(": SY 3850 $ 1.70 - $ 6,545.00 ' 0
<br />16 - 2232.504 MILL BITUMINOUS9JFfAC (2.0") SY 50450 $ �1.21 $ 61,044.50 0
<br />19 2232.504 MILL BITUMINOUSSUFFACE(3.5") 8! 15400 $ 1.93 $ 29,722.00 0
<br />20 ^ 2357,506 BITUMINOUSMATERALFOR TACK ODAT GALY 4880 _$ _ _3.08 $ .15,030.40 0
<br />21 2360.509 TYPES 12.5 NON WEAR NGCOURSE MIXTURE(3,C) 2.0" - TON 1740 $ 69,30 $ 155,382.00 0 $ 1660 $ 148,238.00
<br />22 236C?.509 71'F'E 9' 9.51NEAPoNCa IJI 1XTj }RE (3,G 1.5" _TON 1630 $ 90.96 $ 148, 264.8t] 0 $ 1689 $ 153,631.44
<br />__ :.-2360`509 .TYPE 9.5111IEAF4I�JG ODU.RSE M 1XTURE (3,G [.[l" _ -TON' 5700 $ 89.84 $ 512,088.00 0 $ - 5619 $ 504,610.96
<br />24 2360.509 TYFE SD 9.5 WEARING COURSEM IXIUFE (3,C) 2.0" TRAIL TON 85 $ 175.84 ° $ 14, 946.40 0 $ - 20 $ 3,516.80
<br />.,_.�25 2503,602 Glair C Tt -I BASIN EA 96 $ 189.37 $ 18,179.52 0 $ 96
<br />26 �f.. 25t73.602 I�CATCH BA�9N -
<br />'k1 FA ..4 $ 1,623.17 $ 18,179.52 $ 6,492.68 _ 0 $ 4 $ 5,4€�2,68
<br />27 2503.602 ODNNE FTO E STING& _._ . EA 2 $ 75.75 $ 151.50 0 $ 2 $ 151,50
<br />28 2504.602 ADJUST VALVE BOX EA 8 $ 373.33_$ 2,986.64 0 $ - 23 $ $,565,59
<br />} 29'_ 2501.503 15" RC P1FE_� EA 1 1,947,8fl $ i,847.80 0 $ 1 $ 1,947.80
<br />30 2501.503 12" ROPIPE DI�.SGN 3006 CLA%ill �. LF Y . 24 _$ T 75 75 i,818.Cu1 ( $ 24 $ 1,618.00
<br />31 2501,503 15' F3 Pii'E� DBEIGN 3046 CLAM III _ LF 44 75.75 = $ 3,333.00 - 0 $ - 44 $ 3, 333
<br />,33 AO
<br />32 2501,503 21 PiPE DESGN 3006 aASS 111 LF 478 $ 86.57 $ 41,380.46 0 $ 478 $ 41,380.46
<br />33 2501.503 24"
<br />._.��. HC F'1P1ESLIIIB DEIGN30{}6t7AS'Si! LF - 8 $ _ 108.21 $ 865.68 0 $ 8 $ 865.68
<br />34 2506.502 AD.�,.15T FRANI EAND RING CASTING . EA T 20 $ 784.53 $ 15,690.60 0 _
<br />$ 20 $ 15,690.60
<br />35 2506.503 COSTRUCTDRAINAGE.STRI ;TU EDEIGN48-4020 EA 5 $ 6,276.26 $ 31,381.30 0 $ 5 $ 31 381.30
<br />36 ,_ 2506.503 CONSTRiaTDRAINAGESTRICTUFE DESGN TEC 1 _ EA 1 $ 4'1,366.67 $ 44,366.67 ❑ $ 1 $ 44,366.67
<br />37 2506.503 CONSTRUCT[3R4INA+OLSiF fUi EDEgGtV S 2 EA 1 $ 22,724.39 $ 22,724.39 - 0 $ - 1 $ 22,724.39
<br />COMPLETED TO DATE
<br />Quantity Extended Total
<br />1.0 $ 53,240.00
<br />3 $ 1,136.22
<br />3 $ 4 86.9,
<br />5 $ 2,461.80
<br />566 - $ 6,124.12
<br />2210 $ 15,536.30
<br />523 $ 3,608.70
<br />1850 $ 5,309.50
<br />950 $ 7,989.50
<br />285 $ 2,468.10
<br />950 $ 18,506.00
<br />108 $ 2,103.84
<br />491 $ 13,094.97
<br />267 $ 6,357.27
<br />428 $ 10,190.68
<br />1210 $ 34,557,60
<br />3936 $ 6,691.20
<br />50485 $ 61,086.85
<br />15300 . $ 29,529.00
<br />4415 $ 13,598.20
<br />Pay Estimate Page 2 of 3
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