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161st Avenue Reconstruction
<br /> I.P.23-01(S.A.P,199423.001)
<br /> Estimate No.5 PaMal
<br /> Permed Ending September 30,2023
<br /> CONTRACT AMOUNT COMPLETED THIS PERIOD COMPLETED TO DATE
<br /> Rem No. n T Estimated
<br /> No. ism Description unit Unit Prue Extended Total Quantity Extonded Total Quantity
<br /> Extended
<br /> 1 2021.601 MOBILIZA-flON Quentl Total
<br /> 2 2101.602 CLEARING LS 1.0 $ 35,000.08 $ 35,000,00 0.00 $ 1.00
<br /> EA 16 $ 187,00 $ 2,992,00 0 $ 35.000.00
<br /> 3 2101,502 GRUBBING EA 16 - 29.00 $ 5,4.23.00
<br /> 4 2101.605 CLEARING $ 187,3D $ 2,592,1y0 d
<br /> $ - 2s.00 � s,423.00
<br /> m ACRE 0.31 $ 9,600,
<br /> 5 2101.505� GRUBBING $ 0,31
<br /> 5 00 0 U0
<br /> $ 29 45.a0
<br /> C E AR 0.3 ,�,rt
<br /> r�lyl f/}tryy 9,600.00 $ 2 941a.
<br /> ..... ICETS
<br /> A$.. L
<br /> 1...IC ;fP........ Ems
<br /> .. 00
<br /> 0.3'I
<br /> ........ ... :,_.. ....
<br /> 7 2'104.502 SALVAGE MAIL BOX SUPPORT $... O a: $ - 2 $ 270.00
<br /> _. F,.A,, � $ 105.0D
<br /> 2104,503 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LF 238. 840.00 0 $ �. 8 $ 840.00
<br /> 9 2104.503 SAWING CONCRETE PAVEMENT(FULL DEPTH) LF 78 $ S. $ 714.00 fl $ - 250 $ 750.00
<br /> 10 2104.603 REMOVE CONCRETE CURB AND GUTTER $ 0.00 $ 60.00 0 $ 7fl $ 35fl.00
<br /> 11 2'104.504 REMOVE BITUMINOUS PAVEMENT Y fi $ 10.30 $ 00'0(I 0 $ _ 0 $
<br /> SY 3111 $ 2.30 $ 7,165.30 0 $ - 3111
<br /> 12 2'I04.5I34 REMOVE CONCRETE PAVEMENT 5Y 5$ $ 7,155.30
<br /> 13 2104.602 LANDSCAPE RESTORATION $ 6.00 $ 414.00 0 $ - 68 $ 414.00
<br /> ._..� EA 12 $ 50D.04 $ 6,000.00 q $ 0
<br /> - 2106.607. EXCAVATION-CHANNEL.&POND1NG(EV) CY 7219 - $
<br /> 15� 2106.507 EXCAVATION-COMMON(EV) $ g.'1D $ 44,v35,90 0 $ _ 7056 $ 43,041.60
<br /> 16 2108.507 EXCAVATION-SUBGRADE(EV) CY 886 $ 6.10 $ 6,404.60 0 $ 886 $ 5
<br /> CY 17fiB $ 6.1fl $ 10,78d-.80 p ,4[a4.6Q
<br /> 17 2106,607 HAUL&STOCKPILE RECLAIM MATERIAL(IV) CY 176 $ - 1768 $ 10,784.80
<br /> 18 2108.W 0EOTEXTILE FABRIC TYPE 4 $ 5.00 $ 11,137.60 0 $ - 2025 $ 11,137.50
<br /> '19 2112.519 SUBGRAOE PREPARATIX3N-R4Afl1rVAY 68 $ 5.0� 340,0D 0 $ M a $
<br /> 20_ 2112.G04 5UBGRADE PREPARATION RI3ST 26 $ 3 5.f�D $ 9,�50.aD 0 $ 26 -
<br /> SY 5445 $ 1,05 !$.. 5,71?.25 0 $ 9,750.00
<br /> 21 2123,I31 STREEt'SVYEI=PEG(WITH PICKUP BRCiOM} HOUR 45
<br /> $ 6445 $ 6,717.25
<br /> 2130.523 WATER $ 185.00 $ 7,425.Oa 4 $ fl6X],p0 12 $ 1,980.00
<br /> �✓23- 22'11.507 AGGREGATE BASE CLASS 5 MODIFIED CV MCA! 52 $ 122.0t)
<br /> $ 1,820.Q� ❑ $ - 0 $ -
<br /> 24 2215.504 FULL DEPTH RECLAMATION { j CY 2fi1i7 $ , 14.00 0 $ 2687SY 8974 $ $ 13,461.00 d $ 59,714.E
<br /> 25 2232.504 MILL BITUMINOUS PAVEMENT2,0 $ - 8974 $ 13,461.00
<br /> _�r� . . 26 $ 10.S13 $ 273.00 0
<br /> s
<br /> B 23D1,604 CGNCR�TF PA1IEl��NT DAIVEi�AYS 5.p" ...Sy 80 $ 273.Ut3
<br /> ... $ 94.75 $ 7,580.00 © $ - 79 $ 7,485.25
<br /> 27 2357.5U6 BITUMINOUS MATERIAL FOR TgCi�COAT GAL 721
<br /> $ 3.16 $ .2,271.15 © $ $4{l $ 1,071.40
<br /> 28 2360.609 TYPE SP 12.5 NON WEARING COURSE MIXTURE(3,C) TON 860 $ 89.05 r
<br /> $ 7B,',583,40 0 �v
<br /> 969 8
<br /> pE , .45
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<br /> .� 34
<br /> :.:. 2
<br /> 23B10.5D9 TYPE SP 9.5 uVEARIIVG COURSE MIXTURE(3,C) TON SEO 8 0'b0
<br /> TYPE SP 9.5 WEARING COURSE MIXTURE(3,C} $ 91.7d $ 78,862.ab 0 $ - 771 $ 70,700.70
<br /> 31 236t3,509 DRIVEWAYS TON 5 $ 210.00
<br /> $ 1,050.QQ 0 $ 5
<br /> 32. $ 1 050 3 .�2 fi 5 X3. 09
<br /> TYP E SP�. w 5 EARI WEARING O-�- CUR 5E M17�Ti1Rl=(3,C}TRAIL TAN 365
<br /> 1 D4.50 $
<br /> 38,142.50 I]
<br /> TYpE:
<br /> SP $
<br /> ,$ EARIN 4fl8
<br /> G CC7LI E.
<br /> 3
<br /> RS MI
<br /> 342,636.00
<br /> � a ... F� 1€I
<br /> 3 509 5 .
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<br /> 34 , :;.; :.::: $ 23 2 2501.502 18 RC PIPE APRON 1 64.50
<br /> 35 2601.502 30"RC PIPE APRON EA 1 $ 1,43D.00 $ 1,430.00 0 $ - 1 $ 143X}.U0
<br /> EA 1 $ 2,025.00 $ 2,D2a.D4 0 ,
<br /> 36 2501.602 TRASH GUARD FOR 1B"RC PIPE APRON EA 1 $ '1 $ 2,02b.Uti I
<br /> 37 251 i.602 TRASH GUARD FOR 30"RC PIPE APRON $ 520.00 $ 82D.40 D $ 1 $ 820,00
<br /> EA 1 $ 2,475.00 $ 2,475.00 0
<br /> 38 2Sfl3.�afl3 15"RC PIPESEWER DESIGN 3❑05 CLASS III LF 378 $ fi4.D4 $ 24,192,00 0 $ - 1 $ 2,476.00
<br /> 39 2503.603 18"RC PIPE SEINER DESIGN 3006 CLASS III $ _ 378
<br /> LF 8D $ T2,4D $ 5,7BD.40 U $ 24,192,00
<br /> 4❑ 2503,5fl3 30"RC PIPE SEWER DESIGN 3a{]6 CLASS III LF 699 $ 80 $ 5,T60.00
<br /> 41 2603.602 CONNECT To EXISTING SANITARY SEWER $ 146.00 $ 102,054.00 0 $ 708 $ 103,368,00
<br /> 1`A 2 $ 21,000.04 $ 42,000.00 p 42 2503.603 6"PVC PIPE SEWER SOR 25 $ - 2 $ 42,000.00
<br /> LF 153 $ 42,00 $ 6,426.00 0 $ 182
<br /> 43 2543.803 8"PVC PIPE SEWER SRR 26 LF 1180 $ 41.00 $ 48 380.00 $ 8,604.00
<br /> 44 2501.603 CLEAN&TELEVISE PIPE SEWER [1 $ - 1179 $ 48,339,00
<br /> 45 2504.602 B"PIPE PLUG LI" 7333 $ $,DO $ 7,998.00 1333 $ 7,998.00 1333
<br /> $ 7,998,00
<br /> 46 25044.602 6.GATE VALVE$e 8D}I EA 2 $ 120.00 $ 240.00 0 $ .. 2
<br /> EA 5 $ 2,30X).4Q $ 11,50a.00 0 $ 240,00
<br /> 47 2604.602 r GATE VALVE&Box � 2 $ 5 $ 11,500.00
<br /> 48 2504.602 ADJUST VALVE BOX $ 3,135A $ 6,270.0U 4 $ - 3 $ 9,405.00
<br /> 49 2504.542 CONNECT To EXISTING WATEIIMAlN EA 7 $ 385.00 $ 2,695.00 0 $ _ 7
<br /> EA 2 $ 1,485,00 $ 2,970.4U q $ 2,695.00
<br /> 50 2604.602 HYDRANT 8.5'BURY) EA 2 $ 2 $ 2,970.OQ
<br /> 25fl4,$03 f"WATERMAIN DUCTILE IRON CL 53 $ 5,910.00 $ i 1,820.00 D $ - 2 $ 11,820.130
<br /> LF 144
<br /> $ 65.0X) $ A,360.D4 q $ 144. �-
<br /> 52 25fl4.603 S'"11VATERMAIN DUCTILE IRON CL 52 LF 117D $ 66,00 $ 77 S 9,360.tf0
<br /> t3.afl 0 $ - 1170
<br /> 53 25fl4.608 VYATERI�AtN I±lTT1NGS LB5 �4S# $ 77.220.00
<br /> 54 2506x02 ADJUST FRAMEAN©R1i G CASTING $ 16.40 $ fi,89$.p0 0 $
<br /> $ 6,8g6,Oq
<br /> EA 5
<br /> 55 2506.602 CASTING ASSEMBLY{SANITARY} $ 595.00 $ 3,475.40 0 $ - 5 $ 3,475.00
<br /> 4 $ 945.00 $ 3,78X).00 0 $ - 4 $ 3,780.00
<br /> 56 250Fi.542 CASTING ASSEMBLY(STORM) FA 12 $ 790.0{l
<br /> 57 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 2'X3' EA 3 1,850.00 $ 5,660.04 0 $ 12 $ 9,480,OQ
<br /> 58 2606.602 CONSTRUCT DRAINAGE STRUCTURE[DESIGN 27.4020 EA 1 4 $ 7,40€1.D0
<br /> $ 1,460.00 $ 1,460.00 0 $ - 1 $ 1,460.OD
<br /> 59 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48.402D EA 4 $ 2,960.00 $ 11,840,p0 0
<br /> $ 4 $ 11,840.00
<br /> 60 2508.502 CONSTRUCT DItA1NAGESTRUCTUREDESIGN 50-4oz0 I�q - - A
<br /> 2 $ 5,285,00 $ 10,570.t3X3 0 g r
<br /> fit 2506.502 - 2 $ 10,570.00
<br /> 355270.93 EA 2 $ q,365.()o $ 18,73A.O13 0 $ I 62 2508.603 CONSTRUCT SANITARY SEWER MANHOLE 2 $ '18,730Aa
<br /> LF 66.7 $ 420.00 $ 23.814.0�0 0.0 $ SS.T �
<br /> 63 2511.507 RANDOM RIP RAP CL.A55 I11 20 $ 23,826.60
<br /> 64 2521.50d fr"CONCRETE WALIt $ 210.00 $ 4,200,00 0 $ 20 $ 4,240,00 `
<br /> SY 124 $ 151.45 $ 18,7,79.80 0 =.
<br /> 65. .. 252"1.602 DRILL&GROUT REINF f3AR(EPDXY COATED] EA 86 $ 49 $ 7,421.Q5
<br /> W 66 2531.503 CONCRETE CURB&GUTTER DE$ION B628 $ 31,54 $ 2,772.40 D S 0 $ ?
<br /> LF 4799 $ 18.55 $ 89,02'1A5 0 $ 5043 y 67 2531.503 CONCRETE CURB&GUTTER DESIGN 0612 LF 1389 $ 24.30 $ 33,752.70 0 $ 93,658,95
<br /> 66 283'1.604 7`1 CONCRETE DRAINAGE FLUME $ '1062 $ 26,553.80
<br /> SY 4 $ 163.00 $ 65,2.OD ❑
<br /> Pay EstImate Page 2 of 9
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