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2025 Neighborhood Pavement Overlay ImprovamanIs
<br />1.P. 25.07
<br />Estimate N. 4 Partial
<br />Period Ending September 30, 2025
<br />CONTRACT AMOUNT COMPLETED THIS PERIOD COMPLETED TO DATE
<br />Item No, M OOT Item Description Unit Estimated Llnii Price Extended Total Quantity Extended Total Quanlity Extended Total
<br />No. - Quantity
<br />1 2021.501 MOBILIZATION LS 1.0 5 26,35629 $ 26,35,6,20 0.0 $ - 1,0 _ S 26,356.20
<br />2 2104.503 REMOVE CONCRETE CURB ANU GUTTER LF 2720.00 5 7.12 $ 19,366,40 0 3 - 2567 3 18.989.04
<br />2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF 2220.00 5 1.98 5 4,395.60 0 5 - 2799 $ 5.542.03
<br />4 2104.503 SAWING CONCR,,EE�T$$E (FULL DEPTH) LF 1370 5 _ 4.g77 $ 8,534.90 0 3 - 280 S 1 335.50
<br />2104.503 CONCR 6 2104.503 Remo E 54l l0U5 FLUME PREPARATIONGUTTER ' iy0 5 27. S 91.17 5 71273 511 9 $
<br />35 5 180/5
<br />17 $ 1.649 89
<br />7 2104.503 'REMOVE CONCRETE BULL NOSE SY 65 5 21 45 5 1.394.25 0 $ - 67 5 1,437.15
<br />_ 8 2104.503 'REMOVE CENTER MEDIAN LANDSCAPING LS 1 5 2.623.59 $ 2,823.58 0 5 _ 1 $ 2,623.50
<br />9 2104.503 REMOVE WATER MAIN LF 240 _ 5 291rt0 5 7080.00 0 5 240 $ 7,060.00
<br />10 2104.503 REMOVE VALVE & BOX EA 8 $ 716.s1 5 51132.08 0 $ 8 5 5,732.08
<br />11 2104.504 REMOVE BITUMINOUS PAVEMENT IT47AIL, SY 59 $ 13.54 $ �23.99 0 5 33 3 460.02
<br />12 2104.504 .. 8MOVE CONCRETE WALK SY 1010 S 12.92 5 13,049.20 0 S 1081 5 13.966.52
<br />13 2104.504 REMOVE CONCRETE VALLEY GUTTER SY 19 $ 18.07 9 336.27 0 $ 19 $ 343.33_
<br />14 2105 607 COMMON EXCAVATION CY BO 5 27 S$ S 2``23�1�.20 0.0 5 102.6 S 2,881.51
<br />15 2105.607 SUBSOIL EXCAVATION CY 180 5 25.91 3 4,653.B0 0 5 - 210 8 5.441.10
<br />16 2106.607 HAUL 8, STOCKPILE RECLAIM MATERIAL iLVI CY _ 330 $ 17.10 S 5.643.0D 0 5 - 360 S 6,156.00
<br />17
<br />2.51
<br />.95
<br />18 21123 61 STI'EET 5WE>=PER (VRTH PICKUP BROOM) HOUR 5 $ 198.43 i 5 992.15 0 $ 8_ __ S 1,5877.4.4
<br />19 213D.52�13 IVATER MGAL 10 5 555.78 S 557.60 0 5 - 8 3 446.24
<br />20 2211.507 AGGREGATE BASE CLASS 5 MODIFIED ICVI _ CY 420 3 8.551-5 _-_ __ 7 751.00 - 0 5 - 287 S 1,748.85
<br />21 2215.504 FULL DEPTH RECLAMATION _ SY 4700 $ 1.931 5 9,071.00 0 5 - 4723__ 5 9.115.39
<br />22 2231.803 SAWED & SEALED JOINT EA 1 ,2 v5 18.23! S 3.500.16 0 5 102 $ 1,859.46
<br />23 2231.604 BITUMINOUS PATCH SY 1o00 3 16.3613 15369.00 0 5 620 $ 10143.20
<br />24 ! 2232.504 MILL BITUMINOUS SURFACE {2 07 SY 47100 S 1.251 5 58,375.00 0 $ - 47100 5 58,07E 00
<br />25 2357,506 BITUMINOUS MATERIAL FOR TACK COAT GAL 3630 S•, 3.221 $ 11,668.60 - 0 5 4150 $ 13,363 00
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE TON 535 $ 62.26 S 40019.80 9.O 5 82.9.8 $ 86.259.49
<br />3C]2.0"
<br />28
<br />2360.509
<br />27 2360.509
<br />TYPE SP 9.5 WEARING COURSE MIXTURE {3,C) 2.0' TON 5850 5 87.851 5 512.635.50 0.0 $ 6580.3 $ 574-879,09
<br />28 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 2.0"
<br />TRAIL
<br />29 2503.602 GROUT CATCHBASIN
<br />30 2504.602 ADJUST VALVE BOX
<br />31 2506.502 ADJUST FRAME AND RING CASTING
<br />32 2596.502 , REMOVE 6 REPLACE FRAME &RING CASTING
<br />33 2521.504 6" CONCRETE WALK
<br />TON
<br />4 5 370.05 1 $ 1,496.70 D.0 S 5.0 $ 1 650.25
<br />EA
<br />EA
<br />EA
<br />EA
<br />SY
<br />109
<br />38
<br />16
<br />17
<br />990
<br />$ 482.881 5 52,612.12 0 __ $ 108 5 52.612.12
<br />5 504.131 $ 19.156,94 0 S 29 S 14.619.77
<br />$ 799.101 5 14.383.80 0 $ 6 S 4,794 6D
<br />5 1,297.97 1$ 22.066.49 0 I T 7 $ 9.065.79
<br />$ 69.721 $ 89,022.80 0 I $ - 1188 3 82.827.36
<br />34 2521.602 DRILL &GROUT REINF BAR (EPDXY COATED) EA 850 5 10.73 5 9.120.59 0 E $ 260 3 2.709,80
<br />35 2531.503 CONCRETE CURB & GUTTER DESIGN 16618 LF
<br />CONCRETE CURE &GUTTER DESIGN
<br />35 2531.503
<br />SURMOUNTABLE
<br />LF
<br />1435 5 42,90 $ 61.561.50 0 ! $ 1916 $ 82,196.40
<br />12 5 42.90 $ 514.89 0
<br />37 2531.604 7" CONCRETE VALLEY GUTTER SY 39 3 80.45 S 3.137.55 0
<br />38 2531.618 TRUNCATED DOMES SF 1320 3 48.27 S 63.716.40 0
<br />39 2563.601 TRAFFIC CONTR,L LS 1.0_. 3 8.366.37 S 6396.37 0.0
<br />40 2563.601 ALTERNATIVE P bESTRIAN ROUTE LS 1 5 268.15 5 266.15, 0.0_
<br />41 2573.602 STABILIZED CONSTRUCTION ENTRANCE EA 3 5 348.60 $ 1.045.00, 0
<br />42 2573 502 STORM DRAIN INLET PROTECTION EA 26 $ 134.08 5 3486.0B 0
<br />43 2574.507 YOPSOIL IV) CY 90 1 $ 46.47 $ 4,182.30 0
<br />44 2575.501 TURF ESTABLISHMENT ACRE 0.10 $ 10,189.801 5 1,01998 0.00
<br />BASE CONSTRUCTION TOTAL $ 1,103,739.67 $
<br />5 12 S 514.00
<br />$ 91 5 7,320.95
<br />S 1223 5 59"34.21
<br />5 1.0 $ 8.37
<br />$ _ 1.0 $ �26815
<br />S 0 $ •
<br />$ - - 39 $ 5,229.12
<br />S 84 $ 2.074.08
<br />5 0.10 $ 1,018.9B
<br />S 1,182,113,75
<br />Pay E stim,are Pay, 2 u13
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