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IP 19-01 Ford Brook Fsteles Street Reconstructions
<br />Pay Eslamlie
<br />PAY ESTIMATE NO 3
<br />BASE -BID S 249,901,55 S 4,532.75 S 250,740,15
<br />ALTERNATIVE S 12,601.70 $ S 12,601.70
<br />BASE BID PLUS ALTERNATIVES $ 262,503.25 S 4,532,75 5 263,341,85
<br />BASE AREA
<br />Item No.
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<br />MO Dot
<br />No- '
<br />2021.501 I Mobil irat ion
<br />2101.502 ;Clearing Tree
<br />2101.507'Grubbing Tree
<br />2104.501 'Remove Pipe Culverts
<br />2104.503 Remove Concrctc Pavement - Driveways
<br />2104.505 Remove Bituminous Pavement -Driveways
<br />2104.505 'Remove Bituminous Pavement -.Roadway
<br />2104.505 'Remove Gravel Pavement - Driveways
<br />2104.507'Subgrade Excavation, Remove Unsuitable Material (EV)
<br />2104.511 'Sawing Concrctc Pavement - Full Depth
<br />2104.513 (Sawing Bilu"minous Pavement - Full 15 epth
<br />2104.521 :Salvage and Install Retaining Wall
<br />2104.523 !Salvage and Install Mail Box Support
<br />2104.523 'Temporary Mail Box Cluster
<br />2105.501 ;Common Excavation (Eli)
<br />2105.522'Select Granular Borrow (CV)
<br />2105.604 IGeotextile Fabric Type V -
<br />2112.501 'Subgrade Preparation
<br />2118.502'Aggregate Surfacing, Class 5 Modified (LV) -Driveways
<br />2130.501 'Water
<br />2211.503 Aggregate Base Class 5 Modified (CV)
<br />2232.501 Mill Bituminous Pavement (1.5")
<br />2357.502 Bituminous Material for Tack Coat
<br />2360.501 'Type SP 9.5 Wearing Course Mixture (SPWEA340C) (1.5')
<br />2360.501 Type SP 9.5 Wearing Course Mixture (SP WEA34C) Driveways
<br />I(2.0")
<br />2360.502 Type SP 12.5 Non Wearing Course Mixture (SPNWB330C)
<br />1(2.0")
<br />2501.511 115" CS Pipe Culvert
<br />2501.515 115' CS Pipe Apron
<br />2501.602 'Clean Pi e Culvert
<br />2502.541' 14" Perf, Pipe Drain
<br />2506.501 !Construct Drainage Structure Design 48-0020
<br />2506.516 !Furnish & install Casting Assembly - Storm
<br />2566.522!Adios( Frame & Ring Casting
<br />2531.507 16" Concrete Driveway Pavement
<br />2540.601 'Landscape Resioralion
<br />2563.601 'Traffic Control
<br />2572.501 'Tree Protection Fence
<br />2573.502 ;Sill Fence, Tyne MS
<br />2573.530 ;Storm Drain Inlet Protection - Manhole
<br />2573.530 !Storm Drain Inlet Protection - Culvert
<br />2574.508 Fertilizer Type 3
<br />2574.525 ITopsoil(LV)
<br />2575.501 IHydrosecding
<br />2575.502 'Seed Mixture 25.151
<br />2575.505 ISodding Type Lawn
<br />2575.562 'Hydraulic Matrix Type Mulch
<br />Item Description
<br />ALTERNATE A
<br />81nDo1 {
<br />Item No. No. Item Description
<br />1 2101.502 !Clearing Tree
<br />2 2101.507 IGrubbing Tree
<br />3 2104.503 ;Remove ConcreiePavement -Driveways
<br />4 2104.507 ISubgrade Excavation, RemoveLlnsuitable Material (EV)
<br />5 2105.501 'Common Excavation (EV)
<br />6 2105.522'Select Granular Borrow (CV)
<br />7 2105.604 IGebtextileFabricType V
<br />8 2211.503 lAggrefate Base Class 5 Modified (CV)
<br />9 2357.502[Bituminous Material for Tack Coat
<br />10 2360.501 'Type SP 9.5 Weering Course Mixture (SPWEA340C) (1.5")
<br />11 l 2360.502'Type SP 12.5 Non Wearing Course Mixture (SPNWB33OC)
<br />(2.0')
<br />12 1 2571.502 IDecidious Tree 2.5" Cal. BR
<br />CY
<br />SY
<br />RDST
<br />i CY
<br />MGAL
<br />CY
<br />SY
<br />GAL
<br />TON
<br />TON 10
<br />TON 302
<br />LF
<br />EA
<br />EA
<br />LF
<br />LF
<br />EA
<br />EA
<br />SF
<br />1.S
<br />1.S
<br />LF
<br />LF
<br />EA
<br />EA
<br />LBS
<br />CY
<br />ACRE
<br />LBS
<br />SY
<br />LBS
<br />I CONTRACT AMOUNT
<br />Unit Estimated
<br />Unit Price I Extension Quantity
<br />Quantity
<br />1S 1 I S25,000.001 5 25,000.00 0.0
<br />TREE 4 1 S 450.001 S 1,800.00 0
<br />TREE 4 1 S 350.00 S 1,400.00 0
<br />LF 142 1 5 15.00I S 2,130,00 40
<br />SF 1,370 I S 1.15 15 1,575.50 0
<br />SY 87 I S 5.00 1 S 435.00 0
<br />SY 2.641 5 2.25 S 5,942,25 0
<br />SY 117 I 4.50 S 526.50 0
<br />CV 2,097 I S 11.50 5 24,115.50 0
<br />LF 110 I S 5.00 I. S 550.00 0
<br />LF 113 S 3.00 5 339.00 0
<br />LP 52 I S 100.00 S 5,200.00 0
<br />EA 8 I S 125.00 S 1,000.00 0
<br />EA 1 S
<br />CY 175 5
<br />2,430 S
<br />3,036 S
<br />8 5
<br />16 I5
<br />16 I S
<br />330 I S
<br />126 I S
<br />200 I S
<br />230 IS
<br />I
<br />IS
<br />IS
<br />127 $ 56.00 I S 7,112.00
<br />8 S 630.00 S 5,040.00
<br />5 _ _ S 400.00 S _ 2,000.00
<br />721 S 15.001 $ 10,815.00
<br />5.3 _ 5 _455.001 S 2,411.50
<br />1 S 850.00I S 850.00
<br />1 S 650.00 S 650.00
<br />1,377 S 13.25 I S 18,245.25
<br />1 ! S 4,500,001 S 4,500.00
<br />1 S 1,500.00 $ 1,500.00
<br />155 1 $ 2.75 5 426.25
<br />220 1 S 2.75 S. 605.00
<br />1 I S 225.00 $ 225.00
<br />• 20 S 120.00 $ 2,400.00
<br />52 I S 1.10 $ 57.20
<br />173 1 S 40,00 S 6,920.00
<br />0.52 $ 4,500.00 $ 2,340.00
<br />63 S 3.50 S 220.50
<br />83 S 16.00 S 1,328.00
<br />1,040 1 $ 0.55 $ 572.00
<br />TOTAL BID S 249,901.55
<br />375.00 S375.00 0
<br />20.00 S 3,500.00 0
<br />13.50 $ 32,805.00 0
<br />1.85 $ 5,616.60 0
<br />300.00 5 2,400.001 0
<br />65.00 S 1,040,00 " 0
<br />45.00 S 720.00 0.0
<br />40.00 S 15,200.00 _ o_
<br />10.00 5 1,260.001 0
<br />3.00 S 600.00 10
<br />95.50 S 21,965.00 I 0
<br />150.00
<br />81.75
<br />5 1,500.00 I 0
<br />S 24,688.50
<br />CONTRACT AMOUNT
<br />Unit Estimated
<br />Quantity
<br />TREE 1
<br />TREE 1
<br />sF 208
<br />CY 160
<br />CY 10
<br />CY 192
<br />SY 240
<br />CY 32
<br />GAL 17
<br />TON 20
<br />TON 26 5 81.75 S
<br />EA 5 1,050.00 5
<br />TOTAL BID 5
<br />PAY THIS PERIOD PAID TO DATE
<br />i Extension
<br />IS
<br />IS
<br />$
<br />S 600.00
<br />S -
<br />S -
<br />5 -
<br />5 -
<br />S -
<br />IS
<br />S -
<br />S
<br />S
<br />S
<br />s
<br />S
<br />S -
<br />S
<br />5
<br />5
<br />S
<br />O ! 5
<br />0 I S
<br />O 1 S -
<br />0 I S _
<br />O I S -
<br />0,0 j 5 -
<br />0 IS
<br />O 15 -
<br />127 I $ 1,682.75
<br />0.5
<br />I • S 250.00
<br />O 1 S -
<br />0 1S -
<br />O 1 s -
<br />O 1 s
<br />0 I S
<br />O S
<br />0.00 I S
<br />O IS
<br />O 1 S
<br />O 1 S
<br />S 4,532.75
<br />Quantity Extension
<br />1.0 S 25,000.00
<br />4 S 1,800,00
<br />4 S 1,400.00
<br />142 S 2,130.00
<br />1,574 5 1,810.10
<br />88 S 440.00
<br />2,641 $ 5,942.25
<br />117 S 526,50
<br />2,220 $ 23,530.00
<br />112 5 560.00
<br />84 5 252.00
<br />26 5 2,600.00
<br />8 5 1,000.00
<br />1 S 375.00
<br />85 S 1,700.00
<br />2,324 S 31,374,00
<br />3,036 S 5,616.60
<br />8 S 2,400.00
<br />24 , S 1,560.00
<br />)7.5 1 S 787.50
<br />372 1 S 14,880.00
<br />126 1 S 1,260.00
<br />225 1 S :675.00
<br />237 1 S 22,633.50
<br />10 15 1,500.00
<br />354 i 5 28,939.30
<br />148 I S 8,288.00
<br />8 I S 5,040.00
<br />5 S 2,000.00
<br />721 S • 10,815.00
<br />5.3 S 2,411.50
<br />1 S 850.00
<br />1 S 650.00
<br />1,499 S 19,861.75
<br />1.0 S 4,500.00
<br />1 S 1,500.00
<br />.85 $ 233.75
<br />220 S 605.00
<br />1 S 225.00
<br />12 5 1,440.00
<br />52 S 57.20
<br />160 S 6,400.00
<br />0.52 S 2,340.00
<br />74 S 259.00
<br />0 5 -
<br />1,040 S 572.00
<br />5 250,740.15
<br />PAY THIS PERIOD PAID TO DATE
<br />Unit Price I Extension Quanlily I Extension Quantity Extension
<br />S 450.001 5 450.00 0 I S -1 S 450.00
<br />S 350.001 $ 350.00 0 S - 1, S 350.00
<br />S 1.151 $ 239.20 0 1 S 208 S 239.20
<br />S 11.30 I_S 1.840.00 0 S 160 S 1,840.00
<br />$ 25.001 S 250.00 0 5 10 S 250.00
<br />S 13.50I5 2,592.00 0 S - 192 S 2,592.00
<br />S 2.00 5 480.00 0 S 240 S 480.00
<br />S 39,30 5 1,264.00 0 S 32 S 1264.00
<br />S 3.00 S 51,00 0 S - 17 $ - 51.00
<br />$ 95.50 S 1,910.00 0 $ 20 S 1,910.00
<br />2,125.50 0 S 26 S 2,125.50
<br />1,050.00 - 0 $ I 1 I S 1050.00
<br />12,601,70 _, $ I - . $ 12,601.70
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