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<br />Exhibit 'A"
<br />
<br />....... .... .i~~l:~I~~~~~~~~$~~~~M~~~~l~~~B~~~T
<br /> ROADWAY ITEMS
<br />101-1 MOBILIZATION (10% OF ROADWAY SUBTOTAL) LS 1 $141,485.60 $141,485.60
<br />102-1 MAINTENANCE OF TRAFFIC (10% OF PROJECT) LS 1 $128,623.27 $128,623.2
<br />104-10.2 SYNTHETIC BALES LF 110 $10.09 $1,109.91
<br />104-11 FLOATING TURBIDITY BARRIER LF 132 $12.28 $1,62~
<br />104-12 STAKED TURBIDITY BARRIER LF 47 $0.98 $281.
<br />104-13-1 STAKED SilT FENCE (TYPE 3) LF 6800 $0.98 $6,528.()(
<br />1Q4.16 ROCK BAGS EA 234 $9.21 $2,155.1
<br />120-1 REGUlAR EXCAVATION CY 46653 $6.02 $280,851.flf
<br />120.6 EMBANKMENT CY 2360 $12.20 528,792.0(
<br />,..... TYPE B STABILIZATION SY 7372 $4.99 $36,786.2
<br />425-1-351 CURB INLET TYPE 5 (<10') EA . $4,095.36 $32,762.88
<br />425-1-361 CURB INLET TYPE 6 (<10') EA . $4,443.47 $26,660.82
<br />425-1-451 CURB INLET TYPE 5 (<10') (J-BOTTOM) EA 7 $6,276.84 $43,937.81'
<br />425-1-521 OBI TYPE C NO PAVT. (4.5X3.3) (<10') EA 2 $2,686.02 $5,37~
<br />425-1-531 OBI TYPE C MODIFIED 6' SW(<10') EA 5 $2,893.13 $14,465.Rl
<br />425-1-533 DBI TYPE C MODIFIED 6' SW (<10') (J-BOTTOM) EA 2 $5,792.75 $11,585.51
<br />425-1.549 DBI TYPE D NO PAVT. (<10') (MODIFY) EA 3 $3,323.62 $9,970.8
<br />25-1~559 DBI TYPE E NO PAVT. (5.6X4.3) (<10') (MODIFY) EA 1 $6,954.44 $6,954....
<br />425-2-61 MANHOLE (P--8) (<10') EA 2 $3,628.50 $7,257.0
<br />425-2~91 MANHOLE (J-8) (<10') EA 2 $5,990.92 $11,981.'"
<br />425-2~93 MANHOLE (J-8) (PARTIAL) (<10') EA 1 $4,148.57 $4,148.5
<br />425-2.101 MANHOLE (J--8) (SPECIAL) (<10')(CONFLlCT STRUCTURE) EA , $8,270.21 $8,270.21
<br />425-5 ADJUSTING MANHOLES (STANDARD EA 2 $630.54 $1,261.0
<br />430-171-101 STORM SEWER PIPE CULVERT RCP (UP TO 24~) LF 1631 $69.34 $113,093.~
<br />430-171-102 STORM SEWER PIPE CULVERT RCP (25~ to 36~) LF .7. $106.92 $1Q.4,674.6l"
<br />430-171-103 STORM SEWER PIPE CULVERT RCP (37" TO 48" LF .33 $171.72 $108,698.7
<br />430-171-201 ELLlP. STORM SEWER PIPE CULVERT OPT MTRL (UP TO 24-) EA 7. $74.14 $5,634.fU
<br />430-982-125 MITERED END SECTION 18" RCP) EA 2 $1,025.91 $2,051.82
<br />430-982-133 MITERED END SECTION (30" RCP) EA 4 $2,282.03 $9,128.1
<br />430-982-140 MITERED END SECTION (42" RCPl EA 2 $3,100.00 $6,200.
<br />515-2~301 PEDESTRIAN RAILING (ALUMINUM) (PICKETT) LF '68 $52.63 $8,841.RoI
<br />520-1.10 CONCRETE CURB AND GUTTER (TYPE F) LF 4244 $17.62 $74,n9.2
<br />522-1 CONCRETE SIDEWALK, 4" THICK SY 2242 $41.74 $93,581.ru:
<br />522-2 CONCRETE SIDEWALK, 6" THICK SY 480 $50.81 $24,388.fll'
<br />53Q-3-3 RIPRAP-RUBBLE (BANK & SHORE\ TN 24.5 $95.56 $2,341.2
<br />550-10-222 FENCE (TYPE B) (BLACK VINYL COATING' LF 2820.0 $18.00 SSO,760.ne
<br />550-60-235 FENCE GATE (SLlDINGlCANTILEVER) (24' OPENING) EA 2.0 $4,350.00 $8,700.0
<br />570-1 PERFORMANCE TURF (CONTRACTOR'S OPTION) SY 29500 $1.13 $33,335.f1f
<br />580-1-1 LANDSCAPE COMPLETE - SMALL PLANTS LS , $5,000.00 $5,000.0{
<br />999-1 VINYL SHEET PILE BAFFLE SF 3650 $22.00 $84,700.
<br />635-1.11 JUNCTION BOXES (PULL BOX) (F & I) EA 2 $474.07 $948.1
<br />660-2-106 LOOP ASSEMBLY (TYPE F) (F & I) (6'x4O') AS 2 $921.22 $1,842.44
<br />700-20-11 SIGN SINGLE POST (<12 SF) /F&II AS 10 $322.60 $3,226.ne
<br />700-20-40 SIGN EXISTING (RELOCATE} (SINGLE POST) AS 2 $244.n $489..!)j
<br />700-20-80 SIGN EXISTING (REMOVE) (SINGLE POST) AS '4 $33.19 .......
<br />705-10-4 OBJECT MARKER TYPE 4 EA 3 $200.00 $600.0
<br /> ROADWAY TOTAL $1,556,342
<br />
<br />08-20-08
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