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IP 17-02 RIVERS BEND STREET RECONSTRUCTION
<br />PAY ESTIMATE
<br />PAY ESTIMATE NO. 1
<br />BASE BID $ 191,474.48
<br />TOTAL BID $ 191,474.48
<br />$ 143,221.25 $ 143,221.25
<br />$ 143,221.25 $ 143,221.25
<br />CONTRACT AMOUNT I PAY THIS PERIOD PAID TO DATE
<br />ITEM MNDOT TOTAL
<br />ITEM DESCRIPTION UNIT ESTIMATE UNIT PRICE EXTENSION QUANTITY EXTENSION QUANTITY EXTENSION III
<br />No. No.
<br />QUANTITY
<br />1 2021.501 MOBILIZATION LS 1 4,061.36 4,061.36 0.50 2,030.68 0.50 2,03068
<br />2 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 1105 4.45 4,917.25 1,152.00 5,126.40 1,152.00 5,126.40
<br />3 2104.503 REMOVE CONCRETE PAVEMENT SF 180 4.95 891.00 0.00 0.00 0.00 __ 0.00
<br />4 2104 505 REMOVE BITUMINOUS PAVEMENT SY 32 13.91 445.12 0.00 0.00 0.00 0 0VI
<br />5 2104 505 REMOVE CONCRETE VALLEY GUTTER SY 70 15.90 1,113.00 71.00 1,128.90 71.00 1,128.90
<br />6 2104 511 SAWING CONCRETE PAVEMENT -FULL DEPTH LF 450 4.11 1,849.50 423.00 1,738.53 423.00 1,738.53
<br />7 2104.513 SAWING BITUMINOUS PAVEMENT - FULL DEPTH LF 300 2.14 642.00 297.00 635.58 29771.0000
<br />97 00 635 58
<br />8 2105.201 COMMON EXCAVATION (EV) CY 26 26.72 694.72 43.00 1,148.9fi 43.00 7,148.96
<br />9 2112.501 SUBGRADE PREPARATION RDST 28 178.53 4,998.84 28.00 4,998 84 28.00 4,998.84
<br />10 2130.501 WATER MGAL 50 2672 1,336.00 60.00 1,60320 60.00 1,603.20
<br />11 2215.501 BITUMINOUS PAVEMENT RECLAMATION (FULL -DEPTH) SY 7898 0.93 7,345.14 7,896.00 7,345.14 7,898.00 7,345 14
<br />12 2232.501 MILL BITUMINOUS PAVEMENT (2' WIDTH X 1.5" DEPTH) SY 46 11.22 538.56 48.00 538.56 48,00 538.56
<br />13 2301 603 CURING COMPOUND FOR EXISTING CONCRETE CURB AND GUTTER LF 4253 1.18 5,018.54 0.00 0.00 0.00 0 00
<br />14 2331.607 HAUL AND DISPOSE BIT PAVEMENT RECLAMATION (LV) CY 921 12.82 11,807.22 1,378.00 17,665.96 1,378 00 17,665 96
<br />15 2357 502 BITUMINOUS MATERIAL FOR TACK COAT GAL 556 2.83 1,573.48 0.00 0.00 0.00 0 00
<br />16 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA34OC) (1.5') TON 656 64.62 42,390.72 0.00 0.00 0.00 0.00
<br />17 2360.502 TYPE SP 12.5 NON -WEARING COURSE MIXTURE (SPNWB330C) (2.0") TON 869 58.38 50,732.22 837.07 48,868 15 837.07 46,868.15
<br />18 2360.505 TYPE SP 9 5 WEARING COURSE MIXTURE (SPW EA340C) DRIVEWAYS TON 4 450 29 1,801.16 0.00 0.00 0.00 0.00
<br />19 2504.602 ADJUST VALVE BOX EA 9 267.19 2,404.71 9.00 2,404.71 9.00 2,404.71
<br />20 2506.522 ADJUST FRAME AND RING CASTING EA 14 518.36 7,257.04 14.00 7,257.04 14.00 7,257 04
<br />21 2506.602 GROUT CATCH BASIN EA 4 197.72 790.BB 4.00 790.88 4.00 790 88
<br />22 2531.501 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE LF 875 19.51 17,071.25 950.00 18,534.50 951044...000000
<br />50.00 18,534 50
<br />23 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LF 230 20.04 4,609.20 203.00 4,068.12 203.00 4,068.12
<br />24 2531 507 6' CONCRETE DRIVEWAY PAVEMENT SY 20 56.59 1,131.80 0 00 0.00 0 00 0.00
<br />25 2531.604 7' CONCRETE VALLEY GUTTER SY 68 60.87 4,139.16 71.00 4,321.77 71.00 4,321.77
<br />26 2540.601 LANDSCAPE RESTORATION LS 1 1.282.53 1,282.53 0 50 641 27 01 50 641 27
<br />27 2563.601 TRAFFIC CONTROL LS 1 3,099.46 3,099.46 0.50 1,549.73 0.50 1,549 73
<br />28 2573 53 STORM DRAIN INLET PROTECTION EA 8 106.88 855.04 8.00 855.04 8.00 855,04
<br />29 2573.536 STABILIZED CONSTRUCTION EXIT LS 2 534.39 1,068.78 0.00 0.00 0.00 0.00
<br />30 2574.525 COMMON TOPSOIL BORROW (LV) CY 31 51.30 1,590.30 52.00 2.667.60 52.00 2,667.60
<br />31 2575 505 SODDING TYPE LAWN SY 235 17.10 4,018.50 427 00 7.301.70 427.00 7,301.70
<br />TOTAL BID $ 191,474.48 $ 143,221.25 8 143,221.25
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