|
|
|
PREPARING ROW
|
STA
|
7.700
|
|
|
|
REMOV CONC (RIPRAP)
|
SY
|
483.000
|
|
|
|
EXCAV (ROADWAY)
|
CY
|
1,485.000
|
|
|
|
EMBANK (FNL)(DC)(TY C2)
|
CY
|
1,423.000
|
|
|
|
EMBANK (FNL)(DC)(TY D)
|
CY
|
1,485.000
|
|
|
|
COMPOST MANUF TOPSOIL (4")
|
SY
|
15,556.000
|
|
|
|
HYDRO MULCH SEED (PERM_URBAN_CLAY)
|
SY
|
15,556.000
|
|
|
|
HYDRO MULCH SEED (TEMP_WARM)
|
SY
|
3,889.000
|
|
|
|
HYDRO MULCH SEED (TEMP_COOL)
|
SY
|
3,889.000
|
|
|
|
VEGETATIVE WATERING
|
TGL
|
544.500
|
|
|
|
SOIL RET BLKT(SL_STEEP_CLAY_SHORT)
|
SY
|
761.000
|
|
|
|
SOIL RET BLKT(SL_STEEP_CLAY_LONG)
|
SY
|
1,186.000
|
|
|
|
FL BS (RDWY DEL)(TY A GR 1-2)(FNAL POS)
|
CY
|
428.000
|
|
|
|
LIME (COM OR QK)(SLURRY)
|
TON
|
32.000
|
|
|
|
LIME TRT (EXIST MATL & NEW BASE)(8")
|
SY
|
1,927.000
|
|
|
|
SALV, HAUL & STKPL RCL APH PV (6 TO 8")
|
SY
|
1,850.000
|
|
|
|
PRIME COAT(MC-30 OR AE-P)
|
GAL
|
353.000
|
|
|
|
D-GR HMA TY-B PG64-22 (EXEMPT)
|
TON
|
304.000
|
|
|
|
TACK COAT
|
GAL
|
381.000
|
|
|
|
SP MIXES SP-C SAC-A PG70-28
|
TON
|
199.000
|
|
|
|
CEM STABIL BKFL
|
CY
|
337.000
|
|
|
|
TRENCH EXCAVATION PROTECTION
|
LF
|
283.000
|
|
|
|
TEMPORARY SPL SHORING
|
SF
|
318.000
|
|
|
|
TEMPORARY SPL SHORING (COFFERDAM)
|
SF
|
1,082.000
|
|
|
|
DRILL SHAFT (18 IN)
|
LF
|
142.000
|
|
|
|
DRILL SHAFT (36 IN)
|
LF
|
711.000
|
|
|
|
CL C CONC (ABUT)(HPC)
|
CY
|
74.400
|
|
|
|
CL C CONC (CAP)(HPC)
|
CY
|
52.200
|
|
|
|
CL C CONC (COLUMN)(HPC)
|
CY
|
13.500
|
|
|
|
CL C CONC (RAIL FOUNDATION)
|
CY
|
19.000
|
|
|
|
REINF CONC SLAB (HPC)
|
SF
|
12,482.000
|
|
|
|
APPROACH SLAB (HPC)
|
CY
|
98.200
|
|
|
|
PRESTR CONC GIRDER (TX46)
|
LF
|
1,754.640
|
|
|
|
RIPRAP (CONC)(4 IN)
|
CY
|
1.000
|
|
|
|
RIPRAP (MOW STRIP)(5 IN)
|
CY
|
20.000
|
|
|
|
RIPRAP (STONE PROTECTION)(24 IN)
|
CY
|
1,611.000
|
|
|
|
STR STEEL (MISC NON-BRIDGE)
|
LB
|
455.000
|
|
|
|
RAIL (TY C223)(HPC)
|
LF
|
747.900
|
|
|
|
RAIL (TY PR11)
|
LF
|
592.100
|
|
|
|
SEALED EXPANSION JOINT (4 IN) (SEJ - B)
|
LF
|
117.000
|
|
|
|
CONC BOX CULV (6 FT X 4 FT)
|
LF
|
116.000
|
|
|
|
WINGWALL (FW - 0) (HW=9 FT)
|
EA
|
1.000
|
|
|
|
WINGWALL (SW - 0) (HW=6 FT)
|
EA
|
1.000
|
|
|
|
REMOV STR (BRIDGE 100 - 499 FT LENGTH)
|
EA
|
1.000
|
|
|
|
MOBILIZATION
|
LS
|
1.000
|
|
|
|
BARRICADES, SIGNS AND TRAFFIC HANDLING
|
MO
|
15.000
|
|
|
|
PORTABLE CHANGEABLE MESSAGE SIGN
|
EA
|
3.000
|
|
|
|
TMA (STATIONARY)
|
DAY
|
234.000
|
|
|
|
TMA (MOBILE OPERATION)
|
DAY
|
4.000
|
|
|
|
ROCK FILTER DAMS (INSTALL) (TY 1)
|
LF
|
10.000
|
|
|
|
ROCK FILTER DAMS (REMOVE)
|
LF
|
10.000
|
|
|
|
CONSTRUCTION EXITS (INSTALL) (TY 1)
|
SY
|
225.000
|
|
|
|
CONSTRUCTION EXITS (REMOVE)
|
SY
|
225.000
|
|
|
|
TEMP SEDMT CONT FENCE (INSTALL)
|
LF
|
2,088.000
|
|
|
|
TEMP SEDMT CONT FENCE (REMOVE)
|
LF
|
2,088.000
|
|
|
|
CONSTRUCTING DETOURS
|
SY
|
1,862.000
|
|
|
|
PORT CTB (FUR & INST)(LOW PROF)(TY 1)
|
LF
|
140.000
|
|
|
|
PORT CTB (FUR & INST)(LOW PROF)(TY 2)
|
LF
|
40.000
|
|
|
|
PORT CTB (REMOVE)(LOW PROF)(TY 1)
|
LF
|
140.000
|
|
|
|
PORT CTB (REMOVE)(LOW PROF)(TY 2)
|
LF
|
40.000
|
|
|
|
CONC SIDEWALKS (5")
|
SY
|
506.000
|
|
|
|
MTL W-BEAM GD FEN (TIM POST)
|
LF
|
150.000
|
|
|
|
MTL BEAM GD FEN TRANS (TL2)
|
EA
|
4.000
|
|
|
|
DOWNSTREAM ANCHOR TERMINAL SECTION
|
EA
|
2.000
|
|
|
|
REMOVE METAL BEAM GUARD FENCE
|
LF
|
609.000
|
|
|
|
GUARDRAIL END TREATMENT (INSTALL)
|
EA
|
2.000
|
|
|
|
GUARDRAIL END TREATMENT (REMOVE)
|
EA
|
4.000
|
|
|
|
WIRE FENCE (TY C)
|
LF
|
351.000
|
|
|
|
GATE (TY 1)
|
EA
|
1.000
|
|
|
|
WIRE FENCE (REMOVE)
|
LF
|
351.000
|
|
|
|
TEMP RD IL SETUP AND REMOVE
|
EA
|
2.000
|
|
|
|
TEMP RD IL MAINTAIN SYSTEM
|
MO
|
26.000
|
|
|
|
IN SM RD SN SUP&AM TY10BWG(1)SA(P)
|
EA
|
6.000
|
|
|
|
RELOCATE SM RD SN SUP&AM(SIGN ONLY)
|
EA
|
2.000
|
|
|
|
REMOVE SM RD SN SUP&AM
|
EA
|
1.000
|
|
|
|
INSTL DEL ASSM (D-SW)SZ 1(BRF)CTB (BI)
|
EA
|
10.000
|
|
|
|
INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2(BI)
|
EA
|
12.000
|
|
|
|
INSTL OM ASSM (OM-2Z)(WFLX)SRFLL(BI)
|
EA
|
2.000
|
|
|
|
WK ZN PAV MRK NON-REMOV (W)6"(SLD)
|
LF
|
1,415.000
|
|
|
|
WK ZN PAV MRK NON-REMOV (Y)6"(SLD)
|
LF
|
1,400.000
|
|
|
|
WK ZN PAV MRK REMOV (W)6"(SLD)
|
LF
|
298.000
|
|
|
|
WK ZN PAV MRK REMOV (Y)6"(SLD)
|
LF
|
323.000
|
|
|
|
WK ZN PAV MRK SHT TERM (TAB)TY W
|
EA
|
200.000
|
|
|
|
WK ZN PAV MRK SHT TERM (TAB)TY Y
|
EA
|
200.000
|
|
|
|
WK ZN PAV MRK SHT TERM RMV (W)(4")
|
LF
|
1,540.000
|
|
|
|
WK ZN PAV MRK SHT TERM RMV (Y)(4")
|
LF
|
1,540.000
|
|
|
|
TY I HIGH PERF PM (W)6"(SLD)(100MIL)
|
LF
|
2,164.000
|
|
|
|
TY I HIGH PERF PM (Y)6"(SLD)(100MIL)
|
LF
|
2,164.000
|
|
|
|
PAVEMENT SLER 6"
|
LF
|
4,328.000
|
|
|
|
REFL PAV MRKR TY II-A-A
|
EA
|
27.000
|
|
|
|
ELIM EXT PM & MRKS (4")
|
LF
|
1,724.000
|
|
|
|
ELIM EXT PM & MRKRS (PLOWABLE RPMS)
|
EA
|
46.000
|
|
|
|
PAV SURF PREP FOR MRK (6")
|
LF
|
4,328.000
|
|
|
|
PAV SURF PREP FOR MRK (RPM)
|
EA
|
27.000
|
|
|
|
TIP TESTING(DRILL SHAFT)
|
EA
|
4.000
|
|
|
|
INSTALL FTB
|
LF
|
44.000
|
|
|
|
REMOVE FTB
|
LF
|
44.000
|
|
|
|
54" FRP GRAVITY SEWER PIPE, OPEN CUT
|
LF
|
982.000
|
|
|
|
5' DIA. VENTED DROP FRP MANHOLE
|
EA
|
1.000
|
|
|
|
5' DIA. VENTED FRP MANHOLE
|
EA
|
1.000
|
|
|
|
5' DIA. T-BASE FRP MANHOLE
|
EA
|
1.000
|
|
|
|
POINT OF ENTRY CONNECTION
|
LS
|
1.000
|
|
|
|
TIE-IN CONNECTIONS
|
LS
|
1.000
|
|
|
|
DECOMMISSION MANHOLE
|
EA
|
6.000
|
|
|
|
DECOMMISSION PIPES
|
LF
|
1,001.000
|
|
|
|
DEWATRING AND GROUNDWATER CONTROL
|
LS
|
1.000
|
|
|
|
TEMPORARY COFFERDAM AND FLOW DIVERSION
|
LS
|
1.000
|
|
|
|
TRENCH SAFETY
|
LF
|
982.000
|
|
|
|
STORM WATER POLLUTION PREVENTION PLAN
|
LS
|
1.000
|
|
|
|
BANK STABILIZATION
|
CY
|
2,543.000
|
|
|
|
HYDROMULCH
|
AC
|
1.000
|
|
|
|
WATERLINE SUPPORT
|
EA
|
2.000
|
|
|
|
PAVEMENT RESTORATION
|
LF
|
90.000
|
|
1
|
|
TEMPORARY BYPASS PUMPING
|
LS
|
1.000
|
|
1A
|
|
FLOW ISOLATION AND BYPASS PUMPING
|
LS
|
1.000
|
