Line |
Item Number |
Description |
Units |
Quantity |
BRIDGE |
189 |
2021.501 |
Type Mod P-1 Barrier Conc (3S52) |
LF |
234 |
190 |
2401.503 |
Type S (TL-4) 36" Barrier Conc (3S52) |
LF |
234 |
191 |
2401.503 |
Type S (TL-4) 42" Barrier Conc (3S52) |
LF |
280 |
192 |
2401.507 |
Structural Concrete (1G52) |
CY |
76 |
193 |
2401.507 |
Structural Concrete (3B52) |
CY |
264 |
194 |
2401.508 |
Reinforcement Bars |
LB |
6,290 |
195 |
2401.508 |
Reinforcement Bars (Epoxy Coated) |
LB |
131,305 |
196 |
2401.508 |
Reinforcement Bars (Stainless-75KSI) |
LB |
610 |
197 |
2401.518 |
Bridge Slab Concrete (3YHPC-M) |
SF |
13,439 |
198 |
2401.601 |
Structure Excavation |
LS |
1 |
199 |
2401.602 |
Concrete Pilaster |
EA |
5 |
200 |
2402.502 |
Bearing Assembly |
EA |
18 |
201 |
2402.502 |
Elastomeric Bearing Pad |
EA |
18 |
202 |
2405.503 |
Prestressed Concrete Beams 35MH |
LF |
1,844 |
203 |
2411.602 |
Precast Concrete Cap Type 1 |
EA |
2 |
204 |
2411.602 |
Precast Concrete Cap Type 2 |
EA |
4 |
205 |
2411.602 |
Precast Concrete Cap Type 3 |
EA |
1 |
206 |
2411.618 |
Anti-Graffiti Coating |
SF |
1,758 |
207 |
2411.618 |
Architectural Surface Finish (Multi Color) |
SF |
1,758 |
208 |
2411.618 |
Architectural Concrete Texture (Cut Stone) |
SF |
1,758 |
209 |
2452.502 |
Steel H-Test Pile 30 Ft Long 12" |
EA |
2 |
210 |
2452.502 |
Steel H-Test Pile 50 Ft Long 12" |
EA |
4 |
211 |
2452.502 |
Pile Tip Protection 12" |
EA |
47 |
212 |
2452.503 |
Steel H-Piling 12" |
LF |
1,140 |
213 |
2475.503 |
Ornamental Metal Railing |
LF |
234 |
214 |
2502.501 |
Drainage System (B910) |
LS |
1 |
215 |
2514.504 |
Concrete Slope Paving |
SY |
450 |
216 |
2545.501 |
Conduit System |
LS |
1 |
Uncategorized |
1 |
2011.601 |
AS BUILT |
LUMP SUM |
1 |
2 |
2021.501 |
MOBILIZATION |
LUMP SUM |
1 |
3 |
2031.502 |
COMBINATION FIELD LABORATORY-OFFICE |
EACH |
1 |
4 |
2101.502 |
CLEARING |
EACH |
21 |
5 |
2101.502 |
GRUBBING |
EACH |
21 |
6 |
2101.505 |
CLEARING |
ACRE |
0.5 |
7 |
2101.505 |
GRUBBING |
ACRE |
0.5 |
8 |
2102.503 |
PAVEMENT MARKING REMOVAL |
LIN FT |
1,872 |
9 |
2102.518 |
PAVEMENT MARKING REMOVAL |
SQ FT |
100 |
10 |
2103.501 |
BUILDING REMOVAL |
LUMP SUM |
1 |
11 |
2104.502 |
REMOVE PIPE APRON |
EACH |
5 |
12 |
2104.502 |
REMOVE CASTING |
EACH |
4 |
13 |
2104.502 |
REMOVE DRAINAGE STRUCTURE |
EACH |
25 |
14 |
2104.502 |
REMOVE CABINET FOUNDATION |
EACH |
1 |
15 |
2104.502 |
REMOVE SIGN |
EACH |
86 |
16 |
2104.502 |
REMOVE LIGHT FOUNDATION |
EACH |
6 |
17 |
2104.502 |
SALVAGE LIGHTING UNIT |
EACH |
6 |
18 |
2104.502 |
SALVAGE SERVICE CABINET |
EACH |
1 |
19 |
2104.502 |
SALVAGE SIGN |
EACH |
3 |
20 |
2104.503 |
SAWING CONCRETE PAVEMENT (FULL DEPTH) |
LIN FT |
9,787 |
21 |
2104.503 |
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) |
LIN FT |
230 |
22 |
2104.503 |
REMOVE PIPE CULVERTS |
LIN FT |
491 |
23 |
2104.503 |
REMOVE SEWER PIPE (STORM) |
LIN FT |
1,301 |
24 |
2104.503 |
REMOVE CURB AND GUTTER |
LIN FT |
6,158 |
25 |
2104.504 |
REMOVE CONCRETE DRIVEWAY PAVEMENT |
SQ YD |
850 |
26 |
2104.504 |
REMOVE CONCRETE PAVEMENT |
SQ YD |
11,333 |
27 |
2104.504 |
REMOVE BITUMINOUS DRIVEWAY PAVEMENT |
SQ YD |
489 |
28 |
2104.504 |
REMOVE BITUMINOUS PAVEMENT |
SQ YD |
6,844 |
29 |
2104.518 |
REMOVE CONCRETE WALK |
SQ FT |
20,148 |
30 |
2105.607 |
COMMON BORROW SPECIAL (CV) |
CU YD |
270 |
31 |
2106.507 |
EXCAVATION - COMMON |
CU YD |
137,006 |
32 |
2106.507 |
EXCAVATION - MUCK |
CU YD |
23,248 |
33 |
2106.507 |
EXCAVATION - CHANNEL AND POND |
CU YD |
13,440 |
34 |
2106.507 |
SELECT GRANULAR EMBANKMENT (CV) |
CU YD |
35,711 |
35 |
2106.507 |
COMMON EMBANKMENT (CV) |
CU YD |
357,225 |
36 |
2106.602 |
SETTLEMENT PLATES |
EACH |
2 |
37 |
2108.504 |
GEOTEXTILE FABRIC TYPE 9 |
SQ YD |
36,224 |
38 |
2118.507 |
AGGREGATE SURFACING (CV) CLASS 2 |
CU YD |
837 |
39 |
2123.510 |
DOZER |
HOUR |
80 |
40 |
2123.610 |
STREET SWEEPER (WITH PICKUP BROOM) |
HOUR |
80 |
41 |
2130.523 |
WATER |
M GALLON |
300 |
42 |
2211.507 |
AGGREGATE BASE (CV) CLASS 6 |
CU YD |
17,218 |
43 |
2232.603 |
MILLED SINUSOIDAL RUMBLE STRIPS (CONCRETE) |
LIN FT |
4,963 |
44 |
2301.502 |
DOWEL BAR |
EACH |
2,388 |
45 |
2301.504 |
CONCRETE PAVEMENT 8.5" |
SQ YD |
9,981 |
46 |
2301.602 |
DRILL AND GROUT DOWEL BAR (EPOXY COATED) |
EACH |
38 |
47 |
2301.602 |
DRILL AND GROUT REINF BAR (EPOXY COATED) |
EACH |
2,375 |
48 |
2360.509 |
TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) |
TON |
404 |
49 |
2360.509 |
TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) |
TON |
2,519 |
50 |
2360.509 |
TYPE SP 12.5 WEARING COURSE MIXTURE (4,C) |
TON |
9,378 |
51 |
2406.503 |
EXPANSION JOINTS, DESIGN E8 |
LIN FT |
132 |
52 |
2406.504 |
BRIDGE APPROACH PANELS |
SQ YD |
535 |
53 |
2451.507 |
FINE AGGREGATE BEDDING (CV) |
CU YD |
1,059 |
54 |
2451.607 |
MEDIUM FILTER AGGREGATE (CV) |
CU YD |
310 |
56 |
2501.502 |
12" RC PIPE APRON |
EACH |
1 |
57 |
2501.502 |
15" RC PIPE APRON |
EACH |
9 |
58 |
2501.502 |
18" RC PIPE APRON |
EACH |
6 |
59 |
2501.502 |
21" RC PIPE APRON |
EACH |
2 |
60 |
2501.502 |
36" RC PIPE APRON |
EACH |
3 |
61 |
2501.502 |
42" RC PIPE APRON |
EACH |
4 |
62 |
2501.502 |
36" SPAN RC PIPE-ARCH APRON |
EACH |
1 |
63 |
2501.502 |
58" SPAN RC PIPE-ARCH APRON |
EACH |
2 |
64 |
2501.502 |
28" SPAN CAS SAFETY APRON AND GRATE DESIGN 3128 |
EACH |
2 |
65 |
2501.502 |
15" RC SAFETY APRON |
EACH |
3 |
66 |
2501.502 |
18" RC SAFETY APRON |
EACH |
5 |
67 |
2501.502 |
24" RC SAFETY APRON |
EACH |
2 |
68 |
2501.502 |
30" RC SAFETY APRON |
EACH |
1 |
69 |
2501.503 |
28" SPAN RC PIPE-ARCH CULVERT CLASS IIA |
LIN FT |
46 |
70 |
2501.503 |
58" SPAN RC PIPE-ARCH CULVERT CLASS IIA |
LIN FT |
50 |
71 |
2501.503 |
15" RC PIPE CULVERT DESIGN 3006 CLASS V |
LIN FT |
46 |
72 |
2501.503 |
18" RC PIPE CULVERT DESIGN 3006 CLASS V |
LIN FT |
416 |
73 |
2501.503 |
21" RC PIPE CULVERT DESIGN 3006 CLASS IV |
LIN FT |
44 |
74 |
2501.503 |
24" RC PIPE CULVERT DESIGN 3006 |
LIN FT |
54 |
75 |
2501.503 |
36" RC PIPE CULVERT DESIGN 3006 CLASS V |
LIN FT |
238 |
76 |
2501.503 |
42" RC PIPE CULVERT DESIGN 3006 CLASS III |
LIN FT |
108 |
77 |
2501.602 |
SAFETY GRATE FOR 58" SPAN RC PIPE-ARCH APRON |
EACH |
2 |
78 |
2502.502 |
4" PRECAST CONCRETE HEADWALL |
EACH |
6 |
79 |
2502.502 |
6" PRECAST CONCRETE HEADWALL |
EACH |
2 |
80 |
2502.503 |
4" TP PIPE DRAIN |
LIN FT |
89 |
81 |
2502.503 |
6" TP PIPE DRAIN |
LIN FT |
17 |
82 |
2502.503 |
8" TP PIPE DRAIN |
LIN FT |
18 |
83 |
2502.503 |
4" PERF TP PIPE DRAIN |
LIN FT |
6,846 |
84 |
2502.503 |
6" PERF TP PIPE DRAIN |
LIN FT |
813 |
85 |
2502.503 |
8" PERF TP PIPE DRAIN |
LIN FT |
359 |
86 |
2502.602 |
8" TP PIPE DRAIN CLEAN OUT |
EACH |
4 |
87 |
2503.503 |
28" SPAN RC PIPE-ARCH SEWER CLASS IIIA |
LIN FT |
172 |
88 |
2503.503 |
36" SPAN RC PIPE-ARCH SEWER CLASS IIIA |
LIN FT |
52 |
89 |
2503.503 |
12" RC PIPE SEWER DESIGN 3006 CLASS V |
LIN FT |
158 |
90 |
2503.503 |
15" RC PIPE SEWER DESIGN 3006 CLASS V |
LIN FT |
2,114 |
91 |
2503.503 |
18" RC PIPE SEWER DESIGN 3006 CLASS V |
LIN FT |
563 |
92 |
2503.503 |
30" RC PIPE SEWER DESIGN 3006 |
LIN FT |
78 |
93 |
2503.503 |
36" RC PIPE SEWER DESIGN 3006 |
LIN FT |
26 |
94 |
2503.602 |
CONNECT TO EXISTING STORM SEWER |
EACH |
7 |
95 |
2503.602 |
CONNECT INTO EXISTING DRAINAGE STRUCTURE |
EACH |
4 |
96 |
2506.502 |
CASTING ASSEMBLY |
EACH |
61 |
97 |
2506.502 |
ADJUST FRAME AND RING CASTING |
EACH |
4 |
98 |
2506.503 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN G |
LIN FT |
50 |
99 |
2506.503 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN H |
LIN FT |
24 |
100 |
2506.503 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-48 |
LIN FT |
30 |
101 |
2506.503 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-60 |
LIN FT |
5 |
102 |
2506.503 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-72 |
LIN FT |
8 |
103 |
2506.503 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 |
LIN FT |
116 |
104 |
2506.503 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 |
LIN FT |
5 |
105 |
2506.503 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 |
LIN FT |
7 |
106 |
2506.503 |
RECONSTRUCT DRAINAGE STRUCTURE |
LIN FT |
4 |
107 |
2511.504 |
GEOTEXTILE FILTER TYPE 4 |
SQ YD |
833 |
108 |
2511.507 |
RANDOM RIPRAP CLASS II |
CU YD |
117 |
109 |
2511.507 |
RANDOM RIPRAP CLASS III |
CU YD |
85 |
110 |
2521.518 |
4" CONCRETE WALK |
SQ FT |
1,477 |
111 |
2521.518 |
6" CONCRETE WALK |
SQ FT |
28,955 |
112 |
2521.602 |
DRILL AND GROUT REINF BAR (EPOXY COATED) |
EACH |
107 |
113 |
2531.503 |
CONCRETE CURB AND GUTTER DESIGN B424 |
LIN FT |
3,932 |
114 |
2531.503 |
CONCRETE CURB AND GUTTER DESIGN B618 |
LIN FT |
82 |
115 |
2531.503 |
CONCRETE CURB AND GUTTER DESIGN B624 |
LIN FT |
2,807 |
116 |
2531.618 |
TRUNCATED DOMES |
SQ FT |
148 |
117 |
2533.503 |
CONC MED BAR DES SGL SLOPE TYPE 54A STEP |
LIN FT |
625 |
118 |
2533.503 |
PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 |
LIN FT |
8,877 |
119 |
2533.503 |
RELOCATE PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 |
LIN FT |
914 |
120 |
2545.502 |
LIGHTING UNIT TYPE SPECIAL |
EACH |
3 |
121 |
2545.502 |
LIGHTING UNIT TYPE 9-40 |
EACH |
11 |
122 |
2545.502 |
LIGHT FOUNDATION DESIGN E |
EACH |
17 |
123 |
2545.502 |
SERVICE CABINET -TYPE L1 |
EACH |
1 |
124 |
2545.502 |
SERVICE EQUIPMENT |
EACH |
2 |
125 |
2545.502 |
EQUIPMENT PAD B |
EACH |
1 |
126 |
2545.502 |
HANDHOLE |
EACH |
1 |
127 |
2545.503 |
3" NON-METALLIC CONDUIT |
LIN FT |
800 |
128 |
2545.503 |
DIRECT BURIED LIGHTING CABLE 4/C 4 AWG |
LIN FT |
5,400 |
129 |
2545.602 |
INSTALL LIGHTING UNIT |
EACH |
6 |
130 |
2545.602 |
INSTALL SERVICE CABINET |
EACH |
1 |
131 |
2554.502 |
GUIDE POST TYPE B |
EACH |
45 |
132 |
2554.502 |
ANCHORAGE ASSEMBLY - TENSION CABLE |
EACH |
4 |
133 |
2554.502 |
END TREATMENT-TANGENT TERMINAL |
EACH |
4 |
134 |
2554.503 |
TRAFFIC BARRIER DESIGN BULLNOSE |
LIN FT |
200 |
135 |
2554.503 |
TRAFFIC BARRIER DESIGN TYPE 31 |
LIN FT |
475 |
136 |
2554.503 |
TRAFFIC BARRIER DESIGN TRANSITION TYPE 31 |
LIN FT |
150 |
137 |
2554.603 |
TENSION CABLE GUARDRAIL |
LIN FT |
2,521 |
138 |
2554.615 |
IMPACT ATTENUATOR |
ASSEMBLY |
1 |
139 |
2563.601 |
TRAFFIC CONTROL |
LUMP SUM |
1 |
140 |
2563.602 |
PORTABLE BARRIER DELINEATOR |
EACH |
310 |
141 |
2563.602 |
PORTABLE CHANGEABLE MESSAGE SIGN |
EACH |
123 |
142 |
2563.615 |
TEMPORARY IMPACT ATTENUATOR |
ASSEMBLY |
7 |
143 |
2563.615 |
RELOCATE TEMPORARY IMPACT ATTENUATOR |
ASSEMBLY |
4 |
144 |
2564.502 |
INFILTRATION AREA MARKER |
EACH |
3 |
145 |
2564.602 |
INSTALL SIGN |
EACH |
3 |
146 |
2564.602 |
DELINEATOR / MARKER |
EACH |
9 |
147 |
2564.602 |
DELINEATOR / MARKER PANEL |
EACH |
8 |
148 |
2564.608 |
STRUCTURAL STEEL - I-BEAM SIGN |
POUND |
10,320 |
149 |
2564.608 |
STRUCTURAL STEEL - PANEL MOUNTING POST |
POUND |
252 |
150 |
2564.618 |
SIGN |
SQ FT |
863 |
151 |
2564.618 |
SIGN PANEL OVERLAY |
SQ FT |
883 |
152 |
2564.618 |
EXTRUDED PANEL |
SQ FT |
883 |
153 |
2573.501 |
STABILIZED CONSTRUCTION EXIT |
LUMP SUM |
1 |
154 |
2573.502 |
STORM DRAIN INLET PROTECTION |
EACH |
54 |
155 |
2573.502 |
CULVERT END CONTROLS |
EACH |
39 |
156 |
2573.503 |
SILT FENCE, TYPE MS |
LIN FT |
23,986 |
157 |
2573.503 |
SEDIMENT CONTROL LOG TYPE COMPOST |
LIN FT |
1,140 |
158 |
2574.505 |
SUBSOILING |
ACRE |
27.9 |
159 |
2574.505 |
SOIL BED PREPARATION |
ACRE |
27.9 |
160 |
2574.507 |
FILTER TOPSOIL BORROW |
CU YD |
260 |
161 |
2574.601 |
INFILTRATION TESTING |
LUMP SUM |
1 |
162 |
2582.503 |
4" SOLID LINE PAINT (WR) |
LIN FT |
1,102 |
163 |
2582.503 |
4" SOLID LINE MULTI-COMPONENT GROUND IN (WR) |
LIN FT |
900 |
164 |
2582.503 |
6" SOLID LINE MULTI-COMPONENT GROUND IN (WR) |
LIN FT |
34,573 |
165 |
2582.503 |
24" SOLID LINE MULTI-COMPONENT GROUND IN (WR) |
LIN FT |
115 |
166 |
2582.503 |
4" BROKEN LINE MULTI-COMPONENT GROUND IN (WR) |
LIN FT |
180 |
167 |
2582.503 |
4" DOUBLE SOLID LINE MULTI-COMPONENT GROUND IN (WR) |
LIN FT |
2,294 |
168 |
2582.503 |
6" SOLID LINE PREFORM TAPE GROUND IN (WR) CONTRAST |
LIN FT |
842 |
169 |
2582.503 |
10" SOLID LINE PREFORM TAPE GROUND IN (WR) CONTRAST |
LIN FT |
2,148 |
170 |
2582.503 |
24" SOLID LINE PREFORM TAPE GROUND IN (WR) CONTRAST |
LIN FT |
17 |
171 |
2582.503 |
4" BROKEN LINE PREFORM TAPE GROUND IN (WR) CONTRAST |
LIN FT |
2,121 |
172 |
2582.503 |
6" DOTTED LINE PREFORM TAPE GROUND IN (WR) CONTRAST |
LIN FT |
311 |
173 |
2582.503 |
24" SOLID LINE PREFORM THERMO GROUND IN |
LIN FT |
144 |
174 |
2582.503 |
24" SOLID LINE PREFORM THERMO GROUND IN ESR |
LIN FT |
158 |
175 |
2582.518 |
PAVEMENT MESSAGE PREFORM TAPE GROUND IN CONTRAST |
SQ FT |
90 |
176 |
2582.518 |
PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN |
SQ FT |
170 |
177 |
2575.504 |
RAPID STABILIZATION METHOD 4 |
SQ YD |
13,080 |
178 |
2575.504 |
ROLLED EROSION PREVENTION CATEGORY 20 |
SQ YD |
11,379 |
179 |
2575.504 |
ROLLED EROSION PREVENTION CATEGORY 25 |
SQ YD |
1,702 |
180 |
2575.505 |
SEEDING |
ACRE |
27.9 |
181 |
2575.505 |
DISK ANCHORING |
ACRE |
25.4 |
182 |
2575.508 |
SEED MIXTURE 33-261 |
POUND |
159 |
183 |
2575.508 |
SEED MIXTURE 35-221 |
POUND |
720 |
184 |
2575.508 |
SEED MIXTURE 35-241 |
POUND |
107 |
185 |
2575.508 |
SEED MIXTURE 35-621 |
POUND |
2 |
186 |
2575.509 |
MULCH MATERIAL TYPE 3 |
TON |
51.2 |
187 |
2506.602 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 |
EACH |
1 |
188 |
2506.602 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 |
EACH |
1 |
217 |
2106.507 |
GRANULAR EMBANKMENT (CV) (P) (P) |
CU YD |
2,930 |
218 |
2545.503 |
UNDERGROUND WIRE 1/C 4 AWG |
L F |
2,800 |
|
2451.607 |
STRUCTURAL BACKFILL |
CU YD |
0 |