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HEM
<br />NO. DESCRIPTION
<br />DIVISION 4 - STORM SEWER
<br />UNIT TOTAL
<br />QUANTITY UNIT PRICE AMOUNT
<br />22
<br />18" RCP CL. 5 STORM SEWER PIPE
<br />80.00
<br />LF
<br />36,30
<br />,/.�7 .-
<br />23
<br />18•' RCP FES WITH TRASH GUARD
<br />1.00
<br />EA
<br />r
<br />�,.J�
<br />30
<br />24
<br />OVERFLOW CONTROL STRUCTURE ON POND
<br />1.00
<br />EA
<br />3360--
<br />31
<br />25
<br />OVERFLOW CONTROL STRUCTURE ON INFILTRATION AREA
<br />1.00
<br />EA
<br />,--
<br />S> /05,--
<br />2 Z3� </
<br />32
<br />26
<br />CATCH BASIN, TYPE 404
<br />2.00
<br />EA
<br />/3.C.0 •
<br />-jar
<br />27
<br />CL. 3RIPRAPW /GEO7CXTILE FILTER FABRIC
<br />10.00
<br />CY
<br />?(Per
<br /><66C� ,'r
<br />SUBTOTAL DIVISION 4
<br />DIVISION 5 'STREETS & RESTORATION
<br />)c2 41LJ l
<br />28
<br />REMOVE AND REINSTALL BARRICADES
<br />70.00
<br />LF
<br />•
<br />f • ,).
<br />#713-5;,---
<br />3,67.5,,--
<br />29
<br />SAWCUT, REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT,
<br />BIKE TRAIL
<br />1,470.00
<br />SY
<br />r
<br />�,.J�
<br />30
<br />SAWCUT, REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT,
<br />STREETS
<br />120.00
<br />SY
<br />r
<br />2 &
<br />3360--
<br />31
<br />COMMON EXCAVATION (POND AND INFILTRATION)
<br />1,000.00
<br />CY
<br />90 ) 0
<br />,--
<br />S> /05,--
<br />2 Z3� </
<br />32
<br />SUBGRADE PREPARATION
<br />3.70
<br />RS
<br />l /
<br />33
<br />SUBGRADE CORRECTION
<br />100.00
<br />CY
<br />�r,
<br />t cv -
<br />/ P "
<br />34
<br />SELECT GRANULAR BORROW (CV)
<br />1,590.00
<br />CY
<br />I0070
<br />/7%7.2,,,.--
<br />)
<br />/'7 70„-''
<br /><•-,c) /1/60,7
<br />)) e• 5�• .✓
<br />35
<br />11" CL.5 AGGREGATE BASE, 100% CRUSHED STONE AGG.,
<br />STREET
<br />1,590.00
<br />7N
<br />,� r
<br />1l0
<br />36
<br />6" CL.5 AGGREGATE BASE, 100 % CRUSHED STONE AGG., BIKE
<br />TRAIL
<br />540.00
<br />TN
<br />C
<br />No 7,
<br />j/". .z-c.-3
<br />37
<br />8518 CONCRETE CURB &GUTTER
<br />810.00
<br />LF
<br />38
<br />CONCRETE VALLEY GUTTER
<br />90.00
<br />LF
<br />r-7 / Gk
<br />•
<br />��, --1-/- � -5-•
<br />39
<br />8" CONCRETE ENTRANCE
<br />115.00
<br />SY
<br />�7K "
<br />7/ 765,---
<br />40
<br />LVNW3 BITUMINOUS WEARING COURSE 2.5 ", BIKE TRAIL
<br />220.00
<br />TN
<br />41
<br />MVNW2 BITUMINOUS NON - WEARING COURSE 8"
<br />1,200.00
<br />TN
<br />77 25
<br />s,6 7c.r -), .
<br />42
<br />MVNW3 BITUMINOUS WEARING COURSE 1.5"
<br />220.00
<br />TN
<br />7 7 •
<br />< ) II � (/ ". •
<br />43
<br />MVNW4 BITUMINOUS WEARING COURSE 1.5"
<br />220.00
<br />TN
<br />-7('
<br />44
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />240.00
<br />GA
<br />.9
<br />C? 5, ----
<br />45
<br />INSTALL SIGN PANELS, TYPE C (INCLUDING POSTS & ASSEMBLY)
<br />5 .00
<br />EA
<br />�"- I .-'
<br />46
<br />24" STOP BAR
<br />40.00
<br />300.0D
<br />LF
<br />LF
<br />.4/ . k.43
<br />/ / 7,2 J M
<br />' 7); -.-.-
<br />47
<br />4' SINGLE WHITE EPDXY STRIPPING
<br />48
<br />4" DOUBLE YELLOW EPDXY STRIPPING
<br />330.00
<br />LF
<br />c. :, c
<br />%) C/1:5',. -
<br />49
<br />SIGNAL CONSTRUCTION
<br />1.0D
<br />LS
<br />$ 23,600.00
<br />$ 23,600.00
<br />SUBTOTAL DIVISION 5
<br />10254%1 / @ _--
<br />c
<br />TOTAL ESTIMATE COSTS
<br />7. 11 3 ` ,.>
<br />•
<br />•
<br />
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