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161 st Avenue Reconstruction
<br />I.P. 23-0i (S.A.P. 199-123.001)
<br />Estimate No.4 Partial
<br />Period
<br />Ending August 31, 2023
<br />CONTRACT AMOUNT
<br />COMPLETED THIS PERIOD
<br />COMPLETED
<br />TO DATE
<br />Item No. n T Item Deacription
<br />Unit
<br />Eatlmated
<br />Unit Price Extended Total
<br />Quantity
<br />Extended Total
<br />Quantlty
<br />Extended
<br />No.
<br />Quantit
<br />Tata1
<br />1
<br />2021.501 MOBILIZATION
<br />W W2101.502
<br />LS
<br />1.0
<br />$
<br />35,000.00 $
<br />36,000.00
<br />0.26
<br />$ 8,760.00
<br />1.00
<br />$
<br />35,000.00
<br />2
<br />CLEARING
<br />EA
<br />16
<br />. $
<br />187.00 $
<br />2,992.00
<br />0
<br />$ -
<br />29,00
<br />$
<br />6,423.00
<br />3
<br />2101.502 GRUBBING
<br />-2101.605
<br />EA
<br />16
<br />$
<br />187.00 $
<br />2,992.00
<br />0
<br />$ -
<br />29.00
<br />$
<br />55,423.00
<br />4
<br />CLEARING
<br />ACRE
<br />0.31
<br />$
<br />9,500.00 $
<br />2,946.00
<br />0.00
<br />$ -
<br />0.31
<br />$
<br />2.946.00
<br />5
<br />2101.505 GRUBBING
<br />ACRE.
<br />0.31
<br />$
<br />9,50D.00 $
<br />2,9 ,00
<br />0.00
<br />$ -
<br />0.31
<br />$
<br />2,945.00
<br />Q
<br />;3{3
<br />21 4x E It C1 E' B E l3At
<br />...... V. T l-l. P
<br />t.
<br />,
<br />.......... . �'-135�4I1
<br />4
<br />0
<br />7
<br />2104.5502 SALVAGE MAIL Box SUPPORT
<br />EA
<br />I
<br />$
<br />105.06 $
<br />840.00
<br />0
<br />$ -
<br />8
<br />$
<br />840.00
<br />Srn
<br />_ 21 4.5t13� SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />LF
<br />238
<br />$
<br />x� . 3.00 $
<br />714.00
<br />60
<br />$ 180.00
<br />250
<br />$
<br />760.00
<br />T _9 H
<br />VN 2'i-U.5 I3 SAWING CONCRETE. PAVEMENT (FULL DEPTH)
<br />LF
<br />79
<br />$
<br />6100 $
<br />395.00
<br />70
<br />$ 350.00
<br />70
<br />$
<br />350.04
<br />10
<br />2104.503 REMOVE CONCRETE CURB AND GUTTER
<br />LF W
<br />B_
<br />$
<br />_
<br />� 10.00 $
<br />60.00
<br />0
<br />$ -
<br />0
<br />�
<br />..
<br />11
<br />x c�l
<br />2104.604 REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />-� 3111 _.w
<br />.._ -_$ ..
<br />2.30 $
<br />7,155.30
<br />0
<br />$ -
<br />3111
<br />$
<br />7,1655,30
<br />2104.504 REMOVE CONCRETE PAVEMENT
<br />SY
<br />.69
<br />- $
<br />6.00 $
<br />414.00
<br />0
<br />$ -
<br />69
<br />$
<br />414.00
<br />13
<br />2104.602. LANDSCAPE .RESTORATION
<br />EA
<br />12
<br />$
<br />500.00. $
<br />6,000.00.
<br />0
<br />$ -
<br />0
<br />$
<br />-
<br />14
<br />210.6.507. EXCAVATION - CHANNEL:& PON DING (EV)
<br />CY
<br />� 7219 ...,.
<br />$
<br />- 6.10 $
<br />44,036.90
<br />0
<br />$ -
<br />7056
<br />$
<br />430041,60
<br />15
<br />2166.507 EXCAVATION -COMMON (EV)
<br />CY
<br />886
<br />$
<br />6.10 $
<br />5,404.60
<br />a
<br />$ -
<br />886
<br />$
<br />6,404.60
<br />16
<br />2106.507 EXCAVATION --SUBGRADE(EV)y ._ .__...
<br />CY
<br />1768 _...._,.
<br />$
<br />6.10 $
<br />10,784.80
<br />❑
<br />$ -
<br />1768
<br />$
<br />10,784.80
<br />.17
<br />.2106.607.. HAUL & STOCKPILE RECLAIM MATERIAL (IV)
<br />_
<br />CY
<br />2025
<br />$
<br />6.60 $
<br />11,137,50
<br />0
<br />$ -
<br />2025
<br />$
<br />11,137.50
<br />2108504 GEOTDCTILE FABRIC TYPE 4
<br />5Y
<br />68
<br />$
<br />5.00 $
<br />340.00
<br />0
<br />$ ..
<br />0
<br />$
<br />19
<br />2112�5197 SURGRADE PREPARATION - ROADWAY _ _ �
<br />RDST
<br />376,00 $_
<br />0
<br />$ -
<br />26
<br />$
<br />9,750.00
<br />2D
<br />_ _ . _
<br />2112.604 SUBGRADE PREPARATION
<br />SY�
<br />� _26_ _
<br />5445
<br />W _$
<br />$�
<br />W
<br />1.05 $
<br />� _9,750,00
<br />6,717.25
<br />0
<br />$ -
<br />5445
<br />$
<br />5.717.25
<br />21
<br />2123,$1 STREET SWEEPER (WITH PICKUP BROOM)
<br />HOUR
<br />45
<br />$
<br />165.00 $
<br />7,425.00
<br />S
<br />$ 1,320.00
<br />8
<br />$
<br />1,320.00
<br />22
<br />2130.620 WATER
<br />MGAL
<br />5
<br />35.00� $
<br />1,620.00
<br />0
<br />$ -
<br />0
<br />$
<br />-
<br />_23
<br />2211.507 AGGREGATE BASE CLASS 5 MODIFIED (CV) _ _.
<br />CY
<br />2_687_
<br />$
<br />2244 $
<br />69,114.00
<br />1231
<br />$ 27,082.00
<br />2687
<br />$
<br />69,114.00
<br />24
<br />. _._
<br />2215.504 FULL. DEPTH RECLAMATION
<br />_
<br />SY
<br />_
<br />.8974
<br />$ T
<br />._
<br />1.50 � $
<br />� 13,461.00
<br />0
<br />$ -
<br />8974
<br />$
<br />13,481.00
<br />25
<br />2232.604 MILL BITUMINOUS PAVEMENT 2,0"
<br />SY
<br />26
<br />$
<br />10.50$
<br />273.00
<br />26
<br />$ 273.00
<br />26
<br />$
<br />273.00
<br />2.6.
<br />2301.604 CONCRETE PAVEMENT DRIVEWAYS 6.4"
<br />SY
<br />8a
<br />$
<br />$4.75 $
<br />7,580.00
<br />0
<br />$ -
<br />79
<br />$
<br />7,485.26
<br />27
<br />2357,606 BITUMINOUS MATERIAL FOR TACK COAT
<br />GAL
<br />721
<br />$
<br />3.16 $
<br />2,271.16
<br />340
<br />$ 1,071.00
<br />340
<br />$
<br />1.071.00
<br />26
<br />2360.609 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)
<br />TON
<br />860
<br />$
<br />89.05 $
<br />76,683.00
<br />969
<br />$ 86,289.46
<br />969
<br />$
<br />86,289.45
<br />..
<br />13 -.:
<br />:.:..:..:..:: ...... .... . :........ .......,... ......................
<br />. I'Ia. SP.,3.2,5 I'►1�3N 1N 3 I Iw NIIxT�It ly
<br />3BIi ...:.:::,...
<br />Q
<br />.:...:..... �729,920.50
<br />30 5
<br />29,920.60
<br />..................
<br />,
<br />.......................
<br />30
<br />2360.509 TYPE SP-9fS WEARING COURSE MIXTURE (3,C)
<br />TON �
<br />660
<br />$
<br />91.70 $
<br />78,862.60.
<br />771
<br />$ 70,700.70
<br />771
<br />$
<br />70,700.70
<br />31
<br />2380.509 'TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)
<br />DRIVEWAYS
<br />TON
<br />5
<br />$
<br />210.00 $
<br />11050.00
<br />5
<br />$ 11050.00
<br />5
<br />$
<br />1,050.00
<br />32
<br />2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) TRAIL
<br />TON
<br />365
<br />$
<br />104.50$
<br />38,142.50
<br />408
<br />$ 42,636.00
<br />408
<br />$
<br />42,636.00
<br />...
<br />.. 3.3 ;-; :
<br />.T
<br />............
<br />YP � EAII N C R M .■ 3 1t
<br />.. ......,. _...... 9U S.. XTU irt: I+ FAliK1N.
<br />"
<br />>=.
<br />50
<br />230
<br />23,264.60
<br />...::....... ......
<br />.........................................>............:. -..:::
<br />............................................................
<br />....................... .
<br />34
<br />2301.602 18" RC PIPE APRON
<br />EA
<br />1
<br />$
<br />1.0D 4}0 $
<br />. - .1,430.00.
<br />0
<br />$ -
<br />1
<br />$
<br />1,430.00
<br />35
<br />2601.602 30" RC PIPE APRON
<br />EA
<br />1
<br />2,026.00 $
<br />2,025.00
<br />0
<br />$ -
<br />1
<br />$
<br />2,026.00
<br />t3Sy
<br />Nw
<br />2581.602 TRASH GUARD.FOR 18" RC PIPE APRON
<br />M EA
<br />1
<br />$
<br />820.60 $
<br />820.00
<br />0
<br />$ -
<br />1
<br />$
<br />820,00
<br />2501.602 TRASH GUARD FOR 30".RC PIPE APRON
<br />EA
<br />1
<br />$
<br />2,475.00 $
<br />2,476.00
<br />0
<br />$ -
<br />1
<br />$
<br />2,476.00
<br />38
<br />2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS III
<br />LF
<br />378
<br />$
<br />64,00 $
<br />24,192.00
<br />0
<br />$ -
<br />378
<br />$
<br />24,192.00
<br />39
<br />2503.503 18" RC PIPE SEWER DESIGN 3006 CLASS III
<br />LF
<br />80
<br />$
<br />72.00 $
<br />5,760.00
<br />0
<br />$ -
<br />80
<br />$
<br />5,760.00
<br />LL 40 _
<br />2503.503. 3W RC PIPE SEWER DESIGN 3006 CLASS III
<br />LF
<br />699
<br />$
<br />146.00 $
<br />102,054.00
<br />0
<br />$ -
<br />708
<br />$
<br />1Q3,368.4fl
<br />4i
<br />25L13.£I32 . CONNECTTO EXISTING SANITARYSEWER
<br />EA
<br />2
<br />$ 21,000.00 $
<br />42,D00,0O
<br />4
<br />$ -
<br />2
<br />$
<br />42,000.00
<br />42
<br />2503.603 6" PVC PIPE $EWER SDR 26
<br />LF
<br />153
<br />$
<br />42.00 $
<br />6,426.00
<br />0
<br />$ -
<br />162
<br />$
<br />6,04.00
<br />43
<br />2503.603 8" PVC PIPE SEWER SDR 26
<br />_ LF
<br />1180
<br />$
<br />41.00 $ �
<br />48,380.00
<br />0
<br />$ -
<br />1179
<br />$
<br />48,339.00
<br />44_
<br />-
<br />2603.603 CLEAN & TELEVISE PIPE SELLER
<br />LF �
<br />1333
<br />$
<br />$_
<br />7,08,00
<br />0
<br />$ ..
<br />0
<br />$
<br />45 ,
<br />2504.602 6." PIPE PLUG
<br />-
<br />EA
<br />2
<br />$�
<br />_ _6.00
<br />120.00 �$
<br />240.00
<br />U
<br />$ -
<br />2
<br />$
<br />240.00
<br />46
<br />2504.602. 6" GATE VALVE & BQx
<br />EA
<br />6
<br />$
<br />2,300.00 $
<br />11,500,00
<br />0
<br />$ -
<br />6
<br />$
<br />11,500.00
<br />47
<br />2504.602 8" GATE VALVE & BOX
<br />.2544.64E
<br />EA
<br />2
<br />$
<br />3,135.00 $
<br />6,270.00
<br />0
<br />$ -
<br />3
<br />$
<br />9,405.00
<br />48
<br />ADJUST VALVE BOX
<br />EA
<br />7
<br />$
<br />385.00 $
<br />2,695.00
<br />7
<br />$ 2,699.00
<br />7
<br />$
<br />2,695.00
<br />49
<br />2504,602 CONNECTT0.fXWING WATERMAIN
<br />EA
<br />2
<br />$
<br />1,485.00 $
<br />2,970.00
<br />0
<br />$ -
<br />2
<br />$
<br />2,970.00
<br />50
<br />OR 602 HYDRANT (8,5' BURY)
<br />EA
<br />2
<br />$
<br />5.910.00 $
<br />11,820,00
<br />0
<br />$ -
<br />2
<br />$
<br />11,820.E
<br />61
<br />25D4,603 6" WATERMAIN DUCTILE IRON CL 53
<br />LF
<br />144
<br />$
<br />65.00. $
<br />9,360.00
<br />0
<br />$ -
<br />144
<br />$
<br />9,360.00
<br />62
<br />2304.603 8" WATERMAIN DUCTILE IRON CL 52
<br />LF
<br />1170
<br />$
<br />68.00 $
<br />77,220.00
<br />0
<br />$ -
<br />1170
<br />$
<br />77,220.00
<br />53
<br />2504A08 WATERMAIN FITTINGS
<br />CBS
<br />431
<br />$
<br />16.00 $
<br />6,696.00
<br />0
<br />$
<br />431
<br />$
<br />61896.00
<br />4
<br />2506.502 ADJW FRAME1 #14 �.RiNG CA.,MNG
<br />EA
<br />5
<br />- $
<br />695.00 $
<br />3,475.00
<br />5
<br />$ 3,475.00
<br />6
<br />$
<br />3,4i`6,00
<br />55
<br />2606.502 CASTING ASSEMBLY (SANITARY)
<br />EA
<br />4
<br />$
<br />945.00 $
<br />3,780.00
<br />4
<br />$ 3,780.00
<br />4
<br />$
<br />31780-00
<br />56
<br />2606.602 CA.STIN ASSEMBLY (STORM)
<br />EA
<br />12
<br />$
<br />790.00 $
<br />9,480.00
<br />D
<br />$ -
<br />12
<br />$
<br />9,480.00
<br />67
<br />2606.502 CONSTRUCT ORAINAGE STRUCTURE DESIGN 2`X3`
<br />EA
<br />3
<br />$
<br />11860.00 $
<br />5,550.00
<br />0
<br />$
<br />4
<br />$
<br />7,400.00
<br />58
<br />2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN 27-4020
<br />EA
<br />1
<br />$
<br />1,460.00 $
<br />11480.00
<br />0
<br />$ -
<br />1
<br />$
<br />1,460.00
<br />69
<br />2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN 45-4020
<br />EA
<br />4
<br />$
<br />2,960.00 $
<br />11,840.00
<br />0
<br />$ -
<br />4
<br />$
<br />11,840.00
<br />60
<br />2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020
<br />EA
<br />2
<br />$
<br />5,285.00 $
<br />10,570.00
<br />0
<br />$ -
<br />2
<br />$
<br />10,670.00
<br />61
<br />2606.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020
<br />F
<br />EA
<br />2
<br />$
<br />9,365,00 $
<br />18,730.00
<br />0
<br />$ -
<br />2
<br />$
<br />18,730,00
<br />2506.503 CONSTRUCT SANITARY SEWER MANHOLE
<br />LF
<br />�- _CY _
<br />556.7
<br />$
<br />420,00 $
<br />23,814.00
<br />0.0
<br />$ -
<br />56.7
<br />$ 23,826.60
<br />63
<br />2611.507 RANDOM RIP RAP CLASS III
<br />.�SY.
<br />20
<br />$
<br />210.00 $
<br />4,200.00
<br />0
<br />$ -
<br />20
<br />$
<br />4,200.00
<br />64
<br />- 2521.504 6" CONCRETE WALK
<br />i24
<br />$
<br />.J:r�1.45 Sv
<br />18,779.80
<br />49
<br />$ 7,421.05
<br />49
<br />$
<br />7,421.06
<br />65
<br />-
<br />ia21.602 DRILL & GROUT REINF BAR (EPDXY COATED
<br />EA
<br />88 --
<br />$
<br />3'[,50 v�
<br />2,772.�?4
<br />D
<br />$ -
<br />D
<br />$
<br />-
<br />6..,
<br />2531.503. CONCRETE CURB & GUTTER DESIGN 0618
<br />LF
<br />mm"µLi
<br />476�9
<br />$
<br />'18.66 $
<br />89,021.46
<br />0
<br />$ -
<br />6049
<br />$ 93,658.95
<br />67 .
<br />2631.603 CONCRETE CURB & GUTTER DESIGN B612
<br />.1389
<br />_ ____--
<br />24.30 $
<br />33,762,70
<br />989
<br />$ 24,032.70
<br />1052
<br />$ 25.663.60
<br />68
<br />2531,s04 7" CONCRETE DRAINAGE FLUME
<br />.W
<br />4 -
<br />-3-
<br />163,00 $
<br />612.1111 t
<br />0
<br />$ -
<br />0
<br />$
<br />Pay Estlmate Page 2 of 3
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