Line |
Item Number |
Description |
Units |
Quantity |
24-02 2024 Street Reconstruction Project - Schedule A: Street Improvements |
1 |
2021.501 |
MOBILIZATION |
LS |
1 |
2 |
2101.505 |
CLEARING |
ACRE |
0.15 |
3 |
2101.505 |
GRUBBING |
ACRE |
0.15 |
4 |
2104.502 |
SALVAGE MAIL BOX SUPPORT |
EACH |
25 |
5 |
2104.502 |
REMOVE SIGN |
EACH |
5 |
6 |
2104.502 |
SALVAGE SIGN |
EACH |
3 |
7 |
2104.503 |
REMOVE CURB & GUTTER |
L F |
7,065 |
8 |
2104.503 |
SAWING BIT PAVEMENT (FULL DEPTH) |
L F |
1,561 |
9 |
2104.503 |
SAWING CONCRETE PAVEMENT (FULL DEPTH) |
L F |
541 |
10 |
2104.504 |
REMOVE BITUMINOUS DRIVEWAY PAVEMENT |
S Y |
562 |
11 |
2104.504 |
REMOVE CONCRETE DRIVEWAY PAVEMENT |
S Y |
359 |
12 |
2104.504 |
REMOVE BITUMINOUS WALK |
S Y |
743 |
13 |
2104.518 |
REMOVE CONCRETE WALK |
S F |
332 |
14 |
2104.601 |
REMOVE BOULDER |
LS |
1 |
15 |
2104.601 |
SALVAGE AND REINSTALL LANDSCAPE STRUCTURES |
LS |
1 |
16 |
2104.602 |
SALVAGE AND REINSTALL BOLLARDS |
EACH |
2 |
17 |
2104.604 |
REMOVE GRAVEL DRIVEWAY |
S Y |
86 |
18 |
2106.507 |
EXCAVATION - COMMON |
C Y |
300 |
19 |
2106.507 |
EXCAVATION - SUBGRADE |
C Y |
442 |
20 |
2106.507 |
STABILIZING AGGREGATE |
C Y |
442 |
21 |
2106.509 |
STABILIZING AGGREGATE |
TON |
19 |
22 |
2106.61 |
EXPLORATORY EXCAVATION |
HOUR |
8 |
23 |
2108.504 |
GEOTEXTILE FABRIC TYPE 5 |
S Y |
185 |
24 |
2112.519 |
SUBGRADE PREPARATION |
RDST |
141 |
25 |
2118.509 |
AGGREGATE SURFACING CLASS 2 |
TON |
20 |
26 |
2123.610 |
COMMON LABORERS |
HOUR |
8 |
27 |
2123.610 |
STREET SWEEPER (WITH PICKUP BROOM) |
HOUR |
100 |
28 |
2130.523 |
WATER |
MGAL |
247 |
29 |
2211.509 |
AGGREGATE BASE (CV) CLASS 5 |
TON |
434 |
30 |
2215.504 |
FULL DEPTH RECLAMATION |
S Y |
49,361 |
31 |
2231.609 |
BITUMINOUS PATCH SPECIAL |
TON |
100 |
32 |
2360.504 |
TYPE SP 9.5 WEAR CRS MIX(2,B)3.0" THICK |
S Y |
1,407 |
33 |
2360.509 |
TYPE SP 9.5 WEARING COURSE MIX (3,C) |
TON |
4,258 |
34 |
2360.509 |
TYPE SP 12.5 NON WEAR COURSE MIX (3,C) |
TON |
7,096 |
35 |
2504.602 |
IRRIGATION SYSTEM REPAIR |
EACH |
30 |
36 |
2521.518 |
5" CONCRETE WALK |
S F |
26 |
37 |
2521.518 |
6" CONCRETE WALK |
S F |
801 |
38 |
2531.503 |
CONCRETE CURB & GUTTER DESIGN B618 |
L F |
1,076 |
39 |
2531.503 |
CONCRETE CURB & GUTTER DESIGN D412 |
L F |
4,738 |
40 |
2531.503 |
CONCRETE CURB & GUTTER DESIGN D412 (SLIP-FORM) |
L F |
2,190 |
41 |
2531.504 |
7" CONCRETE DRIVEWAY PAVEMENT |
S Y |
395 |
42 |
2531.604 |
7" CONCRETE DRIVEWAY PAVEMENT SPECIAL |
S Y |
20 |
43 |
2531.618 |
TRUNCATED DOMES |
S F |
144 |
44 |
2540.602 |
MAIL BOX |
EACH |
25 |
45 |
2540.602 |
MAIL BOX SUPPORT |
EACH |
25 |
46 |
2540.602 |
TEMPORARY MAIL BOX |
EACH |
172 |
47 |
2557.602 |
REPAIR DOG FENCE |
EACH |
30 |
48 |
2557.603 |
INSTALL WOOD RAIL FENCE |
L F |
40 |
49 |
2563.601 |
TRAFFIC CONTROL |
LS |
1 |
50 |
2573.501 |
STABILIZED CONSTRUCTION EXIT |
LS |
1 |
51 |
2573.503 |
SEDIMENT CONTROL LOG TYPE STRAW |
L F |
1,520 |
52 |
2575.504 |
RAPID STABILIZATION METHOD 4 |
S Y |
1,500 |
53 |
2575.504 |
ROLLED EROSION PREVENTION CATEGORY 25 |
S Y |
3,541 |
54 |
2575.523 |
RAPID STABILIZATION METHOD 3 |
MGAL |
10 |
55 |
2575.523 |
WATER |
MGAL |
240 |
56 |
2575.604 |
PERMANENT TURF ESTABLISHMENT |
S Y |
3,541 |
57 |
2575.604 |
TEMPORARY STABILIZATION |
S Y |
3,541 |
58 |
2582.503 |
4" DBLE SOLID LINE PAINT |
L F |
2,049 |
59 |
2582.503 |
4" SOLID LINE PAINT |
L F |
3,848 |
60 |
2582.518 |
CROSSWALK PAINT |
S F |
91 |
61 |
2582.518 |
PAVT MSSG PAINT |
S F |
41 |
24-02 2024 Street Reconstruction Project - Schedule B: Storm Sewer Improvements |
62 |
2021.501 |
MOBILIZATION |
LS |
1 |
63 |
2101.502 |
CLEARING |
EACH |
41 |
64 |
2101.502 |
GRUBBING |
EACH |
41 |
65 |
2104.502 |
REMOVE CASTING |
EACH |
19 |
66 |
2104.502 |
REMOVE DRAINAGE STRUCTURE |
EACH |
13 |
67 |
2104.503 |
REMOVE WOOD FENCE |
L F |
65 |
68 |
2104.503 |
REMOVE SEWER PIPE (STORM) |
L F |
385 |
69 |
2104.503 |
REMOVE WOOD RETAINING WALL |
L F |
65 |
70 |
2106.601 |
DEWATERING |
LS |
1 |
71 |
2106.607 |
EXCAVATION - CHANNEL AND POND (LV) |
CY |
571 |
72 |
2106.607 |
EXCAVATION - CHANNEL AND POND (LV) (SPECIAL) |
CY |
280 |
73 |
2411.502 |
CONCRETE HEADWALL |
EACH |
1 |
74 |
2502.503 |
6" PERF TP PIPE DRAIN |
L F |
597 |
75 |
2502.602 |
6" TP PIPE DRAIN CLEAN OUT |
EACH |
3 |
76 |
2503.503 |
12" RC PIPE SEWER CLASS V |
L F |
474 |
77 |
2503.503 |
15" RC PIPE SEWER CLASS V |
L F |
149 |
78 |
2503.503 |
18" RC PIPE SEWER CLASS V |
L F |
86 |
79 |
2503.503 |
21" RC PIPE SEWER CLASS III |
L F |
8 |
80 |
2503.503 |
24" RC PIPE SEWER CLASS III |
L F |
73 |
81 |
2503.503 |
48" RC PIPE SEWER CLASS III |
L F |
30 |
82 |
2503.602 |
CONNECT INTO EXISTING DRAINAGE STRUCTURE |
EACH |
8 |
83 |
2503.603 |
CLEAN PIPE SEWER |
L F |
3 |
84 |
2503.603 |
PLUG FILL & ABANDON PIPE SEWER |
L F |
47 |
85 |
2503.603 |
TRENCH DRAIN |
L F |
31 |
86 |
2506.502 |
ADJUST FRAME & RING CASTING |
EACH |
49 |
87 |
2506.502 |
CASTING ASSEMBLY |
EACH |
44 |
88 |
2506.503 |
CONST DRAINAGE STRUCTURE DES 48-4020 |
L F |
53 |
89 |
2506.503 |
CONST DRAINAGE STRUCTURE DES 60-4020 |
L F |
24 |
90 |
2506.602 |
6" TOP SLAB FOR 48-4020 STRUCTURE |
EACH |
6 |
91 |
2506.602 |
CHIMNEY SEAL |
EACH |
68 |
92 |
2506.602 |
CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3') |
EACH |
14 |
93 |
2506.602 |
CONST DRAINAGE STRUCTURE DESIGN SPEC 3 |
EACH |
2 |
94 |
2506.602 |
FILL STRUCTURE SUMP |
EACH |
22 |
95 |
2506.602 |
GROUT CATCH BASIN OR MANHOLE |
EACH |
33 |
96 |
2506.602 |
REMOVE DRAINAGE STRUCTURE SPECIAL (TRASH GUARD) |
EACH |
7 |
97 |
2511.507 |
GROUTED RIPRAP |
C Y |
17 |
98 |
2511.507 |
RANDOM RIPRAP CLASS III |
C Y |
7 |
99 |
2573.501 |
STORM DRAIN INLET PROTECTION |
EACH |
84 |
24-02 2024 Street Reconstruction Project - Schedule C: Watermain Improvements |
100 |
2021.501 |
MOBILIZATION |
LS |
1 |
101 |
2104.502 |
REMOVE GATE VALVE |
EACH |
2 |
102 |
2104.502 |
REMOVE HYDRANT |
EACH |
3 |
103 |
2104.502 |
REMOVE VALVE BOX |
EACH |
3 |
104 |
2104.503 |
REMOVE WATER MAIN |
L F |
8 |
105 |
2105.610 |
EXPLORATORY EXCAVATION |
HOUR |
10 |
106 |
2106.601 |
DEWATERING |
LS |
1 |
107 |
2451.609 |
GRANULAR FOUNDATION AND/OR BEDDING |
TON |
200 |
108 |
2504.602 |
6" GATE VALVE & BOX |
EACH |
2 |
109 |
2504.602 |
8" GATE VALVE & BOX |
EACH |
1 |
110 |
2504.602 |
ADJUST VALVE BOX |
EACH |
12 |
111 |
2504.602 |
BOLT & VALVE BOX REPLACEMENT - HYDRANT & HYDRANT VALVE |
EACH |
10 |
112 |
2504.602 |
BOLT & VALVE BOX REPLACEMENT - VALVE |
EACH |
13 |
113 |
2504.602 |
HYDRANT |
EACH |
3 |
114 |
2504.602 |
INSTALL HYDRANT LEAD RESTRAINT |
EACH |
3 |
115 |
2504.602 |
METER BOX COVER |
EACH |
5 |
116 |
2504.602 |
VALVE BOX SECTION |
EACH |
5 |
117 |
2504.603 |
6" WATERMAIN DUCTILE IRON CL 52 |
L F |
10 |
118 |
2504.603 |
8" WATERMAIN DUCTILE IRON CL 52 |
L F |
8 |
119 |
2504.604 |
4" POLYSTYRENE INSULATION |
S Y |
60 |
120 |
2504.608 |
DUCTILE IRON FITTINGS |
LB |
700 |
24-02 2024 Street Reconstruction Project - Schedule D: Sanitary Sewer Improvements |
121 |
2021.501 |
MOBILIZATION |
LS |
1 |
122 |
2104.502 |
REMOVE CASTING |
EACH |
3 |
123 |
2506.502 |
CASTING ASSEMBLY |
EACH |
3 |
124 |
2506.502 |
ADJUST FRAME & RING CASTING |
EACH |
58 |
125 |
2506.503 |
RECONSTRUCT DRAINAGE STRUCTURE |
L F |
1 |
126 |
2506.602 |
CHIMNEY SEAL |
EACH |
61 |
127 |
2506.602 |
GROUT MANHOLE (SANITARY) |
EACH |
7 |
24-02 2024 Street Reconstruction Project - Schedule E: Water Quality Improvements |
128 |
2021.501 |
MOBILIZATION |
LS |
1 |
129 |
2503.503 |
15" RC PIPE SEWER CLASS V |
L F |
30 |
130 |
2503.503 |
48" RC PIPE SEWER CLASS III |
L F |
34 |
131 |
2506.502 |
CONST DRAINAGE STRUCTURE DESIGN SPEC 1 |
EACH |
1 |
132 |
2506.502 |
CONST DRAINAGE STRUCTURE DESIGN SPEC 2 |
EACH |
1 |
133 |
2506.502 |
CONST DRAINAGE STRUCTURE DES 72-4020 |
EACH |
1 |
134 |
2506.502 |
CONST DRAINAGE STRUCTURE DES 84-4020 |
EACH |
1 |
24-02 2024 Street Rehabilitation Project - Schedule F: Street Improvements |
135 |
2021.501 |
MOBILIZATION |
LS |
1 |
136 |
2101.505 |
CLEARING |
ACRE |
0.12 |
137 |
2101.505 |
GRUBBING |
ACRE |
0.12 |
138 |
2104.502 |
SALVAGE MAIL BOX SUPPORT |
EACH |
12 |
139 |
2104.503 |
SAWING CONCRETE PAVEMENT (FULL DEPTH) |
L F |
331 |
140 |
2104.503 |
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) |
L F |
581 |
141 |
2104.503 |
REMOVE CURB & GUTTER |
L F |
4,232 |
142 |
2104.504 |
REMOVE CONCRETE DRIVEWAY PAVEMENT |
S Y |
200 |
143 |
2104.504 |
REMOVE BITUMINOUS DRIVEWAY PAVEMENT |
S Y |
286 |
144 |
2104.504 |
REMOVE BITUMINOUS PAVEMENT |
S Y |
56 |
145 |
2104.504 |
REMOVE BITUMINOUS WALK |
S Y |
641 |
146 |
2104.518 |
REMOVE CONCRETE WALK |
S F |
564 |
147 |
2104.601 |
SALVAGE AND REINSTALL LANDSCAPE STRUCTURES |
LS |
1 |
148 |
2106.507 |
EXCAVATION - SUBGRADE |
C Y |
791 |
149 |
2106.507 |
STABILIZING AGGREGATE (CV) |
C Y |
791 |
150 |
2106.509 |
STABILIZING AGGREGATE |
TON |
12 |
151 |
2118.509 |
AGGREGATE SURFACING CLASS 2 |
TON |
77 |
152 |
2123.610 |
STREET SWEEPER (WITH PICKUP BROOM) |
HOUR |
50 |
153 |
2130.523 |
WATER |
MGAL |
238 |
154 |
2211.509 |
AGGREGATE BASE (CV) CLASS 5 |
TON |
16 |
155 |
2231.609 |
BITUMINOUS PATCH SPECIAL |
TON |
867 |
156 |
2232.504 |
MILL BITUMINOUS SURFACE (2.0") |
S Y |
33,643 |
157 |
2232.504 |
MILL BITUMINOUS SURFACE (VARIABLE DEPTH) |
S Y |
13,398 |
158 |
2360.504 |
TYPE SP 9.5 WEAR CRS MIX(2,B)3.0" THICK |
S Y |
884 |
159 |
2360.509 |
TYPE SP 9.5 WEARING COURSE MIX (3,B) |
TON |
5,582 |
160 |
2360.509 |
TYPE SP 12.5 NON WEAR COURSE MIX (3,C) |
TON |
7 |
161 |
2504.601 |
IRRIGATION SYSTEM REPAIR |
LS |
1 |
162 |
2521.518 |
5" CONCRETE WALK |
S F |
115 |
163 |
2521.518 |
6" CONCRETE WALK |
S F |
793 |
164 |
2531.503 |
CONCRETE CURB & GUTTER DESIGN B618 |
L F |
741 |
165 |
2531.503 |
CONCRETE CURB & GUTTER DESIGN D412 |
L F |
3,158 |
166 |
2531.504 |
7" CONCRETE DRIVEWAY PAVEMENT |
S Y |
181 |
167 |
2531.604 |
7" CONCRETE DRIVEWAY PAVEMENT SPECIAL |
S Y |
60 |
168 |
2531.618 |
TRUNCATED DOMES |
S F |
113 |
169 |
2540.602 |
MAIL BOX |
EACH |
12 |
170 |
2540.602 |
MAIL BOX SUPPORT |
EACH |
12 |
171 |
2540.602 |
TEMPORARY MAIL BOX |
EACH |
113 |
172 |
2563.601 |
TRAFFIC CONTROL |
LS |
1 |
173 |
2571.502 |
DECIDUOUS SHRUB SPECIAL |
EACH |
4 |
174 |
2571.502 |
DECIDUOUS TREE 2" CAL B&B |
EACH |
4 |
175 |
2573.501 |
STABILIZED CONSTRUCTION EXIT |
LS |
1 |
176 |
2573.503 |
SEDIMENT CONTROL LOG TYPE STRAW |
L F |
715 |
177 |
2575.504 |
RAPID STABILIZATION METHOD 4 |
S Y |
350 |
178 |
2575.504 |
ROLLED EROSION PREVENTION CATEGORY 25 |
S Y |
959 |
179 |
2575.523 |
WATER |
MGAL |
50 |
180 |
2575.604 |
PERMANENT TURF ESTABLISHMENT |
S Y |
745 |
181 |
2575.604 |
TEMPORARY STABILIZATION |
S Y |
745 |
182 |
2582.503 |
4" DBLE SOLID LINE PAINT |
L F |
2,352 |
183 |
2582.503 |
4" SOLID LINE PAINT |
L F |
4,480 |
184 |
2582.503 |
24" SOLID LINE PAINT |
L F |
25 |
185 |
2582.518 |
PAVT MSSG PAINT |
S F |
41 |
24-02 2024 Street Rehabilitation Project - Schedule G: Storm Sewer Improvements |
186 |
2021.501 |
MOBILIZATION |
LS |
1 |
187 |
2101.502 |
CLEARING |
EACH |
19 |
188 |
2101.502 |
GRUBBING |
EACH |
19 |
189 |
2104.502 |
REMOVE CASTING |
EACH |
1 |
190 |
2104.502 |
REMOVE DRAINAGE STRUCTURE |
EACH |
2 |
191 |
2104.502 |
REMOVE PIPE APRON |
EACH |
2 |
192 |
2104.503 |
REMOVE SEWER PIPE (STORM) |
L F |
40 |
193 |
2106.601 |
DEWATERING |
LS |
1 |
194 |
2106.607 |
EXCAVATION - CHANNEL AND POND (LV) |
CY |
20 |
195 |
2106.607 |
EXCAVATION - CHANNEL AND POND (LV) (SPECIAL) |
CY |
10 |
196 |
2501.502 |
36" RC PIPE APRON |
EACH |
2 |
197 |
2501.503 |
36" RC PIPE CULVERT |
L F |
48 |
198 |
2503.503 |
12" RC PIPE SEWER DES 3006 CL V |
L F |
26 |
199 |
2503.503 |
18" RC PIPE SEWER DES 3006 CL V |
L F |
32 |
200 |
2503.602 |
CONNECT INTO EXISTING DRAINAGE STRUCTURE |
EACH |
3 |
201 |
2506.502 |
ADJUST FRAME & RING CASTING |
EACH |
67 |
202 |
2506.502 |
CASTING ASSEMBLY |
EACH |
6 |
203 |
2506.503 |
CONST DRAINAGE STRUCTURE DES 48-4020 |
L F |
12 |
204 |
2506.602 |
6" TOP SLAB FOR 48-4020 STRUCTURE |
EACH |
5 |
205 |
2506.602 |
CHIMNEY SEAL |
EACH |
8 |
206 |
2506.602 |
CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3') |
EACH |
3 |
207 |
2506.602 |
FILL STRUCTURE SUMP |
EACH |
47 |
208 |
2506.602 |
GROUT CATCH BASIN OR MANHOLE |
EACH |
42 |
209 |
2506.602 |
REMOVE DRAINAGE STRUCTURE SPECIAL (TRASH GUARD) |
EACH |
8 |
210 |
2511.507 |
RANDOM RIPRAP CLASS III |
C Y |
16 |
211 |
2573.502 |
STORM DRAIN INLET PROTECTION |
EACH |
81 |
24-02 2024 Street Rehabilitation Project - Schedule H: Sanitary Sewer Improvements |
212 |
2021.501 |
MOBILIZATION |
LS |
1 |
213 |
2104.502 |
REMOVE CASTING |
EACH |
2 |
214 |
2506.502 |
ADJUST FRAME & RING CASTING |
EACH |
57 |
215 |
2506.502 |
CASTING ASSEMBLY |
EACH |
2 |
216 |
2506.602 |
CHIMNEY SEAL |
EACH |
57 |
24-02 2024 Street Rehabilitation Project - Schedule I: Watermain Improvements |
217 |
2021.501 |
MOBILIZATION |
LS |
1 |
218 |
2104.502 |
REMOVE VALVE BOX |
EACH |
7 |
219 |
2106.61 |
EXPLORATORY EXCAVATION |
HOUR |
15 |
220 |
2451.609 |
GRANULAR FOUNDATION AND/OR BEDDING |
TON |
400 |
221 |
2504.602 |
ADJUST VALVE BOX |
EACH |
11 |
222 |
2504.602 |
BOLT & VALVE BOX REPLACEMENT - HYDRANT & HYDRANT VALVE |
EACH |
24 |
223 |
2504.602 |
BOLT & VALVE BOX REPLACEMENT - VALVE |
EACH |
19 |
224 |
2504.602 |
6" GATE VALVE |
EACH |
2 |
225 |
2504.602 |
8" GATE VALVE |
EACH |
2 |
226 |
2504.602 |
HYDRANT |
EACH |
2 |
227 |
2504.602 |
INSTALL HYDRANT LEAD RESTRAINT |
EACH |
2 |
228 |
2504.602 |
METER BOX COVER |
EACH |
3 |
229 |
2504.602 |
VALVE BOX SECTION |
EACH |
34 |
230 |
2504.604 |
4" POLYSTYRENE INSULATION |
S Y |
40 |
231 |
2504.608 |
DUCTILE IRON FITTINGS |
LB |
300 |