Location: GENERAL |
Item |
Description |
Unit of Measure |
Estimated Quantity |
1 |
CONSTRUCTION SCHEDULE (BASELINE) (STIPULATED UNIT PRICE OF $2,000) |
LS |
1 |
2 |
CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH) |
MTH |
12 |
3 |
CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
LS |
1 |
4 |
PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $5,000) |
LS |
1 |
5 |
IMPLEMENTATION OF THE SWPPP |
LS |
1 |
6 |
OFFICE FACILITIES |
MTH |
12 |
7 |
MOBILIZATION |
LS |
1 |
8 |
CITY PERMIT AND INSPECTION FEES (ALLOWANCE OF $5,000) |
AL |
5,000 |
9 |
CLEARING AND GRUBBING |
LS |
1 |
10 |
TRAFFIC CONTROL |
LS |
1 |
11 |
FLASHING ARROW SIGN |
EA |
3 |
12 |
CHANGEABLE MESSAGE SIGN |
EA |
8 |
Location: PLAN A |
Item |
Description |
Unit of Measure |
Estimated Quantity |
13 |
ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
EA |
4 |
14 |
STUMP REMOVAL ONLY (6"-12" DIAMETER) |
EA |
2 |
15 |
STUMP REMOVAL ONLY (13"-24" DIAMETER) |
EA |
1 |
16 |
REMOVE EXISTING WOOD FENCE |
LF |
16 |
17 |
REMOVE EXISTING WOOD RAIL |
LF |
81 |
18 |
REMOVE AND DISPOSE OF 12" CMP |
LF |
110 |
19 |
CONCRETE REMOVAL (NON-REINFORCED) |
CY |
1,724 |
20 |
CONCRETE REMOVAL (REINFORCED) |
CY |
180 |
21 |
UNCLASSIFIED EXCAVATION |
CY |
1,848 |
22 |
UNCLASSIFIED EXCAVATION (ROADWAY)* |
CY |
9,901 |
23 |
STRUCTURE EXCAVATION |
CY |
81 |
24 |
CRUSHED MISCELLANEOUS BASE |
CY |
203 |
25 |
TRENCH BACKFILL SLURRY (CLASS 270-E-500) |
CY |
21 |
26 |
CEMENT STABILIZED PULVERIZED BASE, 10" THICK |
SY |
39,813 |
27 |
PORTLAND CEMENT FOR CSPB |
TON |
1,165 |
28 |
PRIME/TACK COAT FOR CSPB |
GAL |
7,964 |
29 |
AC PAVEMENT |
TON |
5,601 |
30 |
AC PAVEMENT(PATCH BACK) |
TON |
41 |
31 |
AC PAVEMENT(DRIVEWAYS) |
TON |
20 |
32 |
AC DIKE, TYPE A PER CALTRANS STD PLAN A87B |
LF |
1,907 |
33 |
AC DIKE, TYPE C PER CALTRANS STD PLAN A87B |
LF |
712 |
34 |
RECONSTRUCT MANHOLE |
EA |
62 |
35 |
DOUBLE ADJUST WATER VALVE FRAME AND COVER |
EA |
30 |
36 |
RELOCATE INTERFERING PORTION OF 1" UNIDENTIFIED LINE |
LF |
10 |
37 |
PCC PAVEMENT |
CY |
172 |
38 |
ASPHALT RUBBER HOT MIX |
TON |
2,886 |
39 |
ASPHALT RUBBER HOT MIX (TEST STRIP) |
TON |
500 |
40 |
CATCH BASIN PER STD PLAN 300, W=3 |
EA |
1 |
41 |
CATCH BASIN PER STD PLAN 301,1 GRATES,W=7 |
EA |
2 |
42 |
CATCH BASIN PER STD PLAN 301,3 GRATES,W=14 |
EA |
2 |
43 |
CATCH BASIN PER STD PLAN 302,2 GRATES |
EA |
1 |
44 |
CATCH BASIN PER STD PLAN 303,1 GRATES |
EA |
6 |
45 |
AUTOMATIC RETRACTABLE SCREEN (ARS), W<=5' |
EA |
1 |
46 |
FURNISH AND INSTALL CONNECTOR PIPE SCREEN (CPS) |
EA |
2 |
47 |
RECONSTRUCT LOCAL DEPRESSION PER STD PLAN 313-3 CASE E |
EA |
4 |
48 |
JUNCTION STRUCTURE PER STD PLAN 331 |
EA |
1 |
49 |
CURB DRAIN PER STD PLAN 150, N=1, CASE 3 INLET |
EA |
13 |
50 |
PARKWAY DRAIN PER STD PLAN 151, S=18", INLET TYPE 1 |
EA |
2 |
51 |
CONCRETE BLOCK SLOUGH WALL PER STD PLAN 622 |
SF |
144 |
52 |
PCC FOOTING FOR CONCRETE BLOCK SLOUGH WALL |
CY |
2 |
53 |
PCC CURB, TYPE A1-6 |
LF |
817 |
54 |
PCC CURB, TYPE A1-VAR |
LF |
726 |
55 |
PCC CURB & GUTTER, TYPE A2-6 |
LF |
10,356 |
56 |
PCC CURB & GUTTER, TYPE A2-8 |
LF |
4,136 |
57 |
PCC CURB & GUTTER, TYPE A2-8, W=3' |
LF |
33 |
58 |
PCC CURB & GUTTER, TYPE A3-8 |
LF |
167 |
59 |
LONGITUDINAL GUTTER |
CY |
140 |
60 |
PCC WALK & DRIVEWAYS, 4" THICK |
SF |
82,924 |
61 |
PCC CURB RAMPS |
CY |
94 |
62 |
PCC DRIVEWAYS, 6" THICK |
SF |
605 |
63 |
CHANNEL SUPPORT SLAB (PER DETAILS ON SHEET 27) |
CY |
89 |
64 |
POURED IN PLACE RUBBER WALK, 2" THICK |
SF |
200 |
65 |
RED BRICK WITH MORTAR |
SF |
45 |
66 |
DETECTABLE WARNING SURFACE |
SF |
915 |
67 |
CROSS GUTTER |
CY |
82 |
68 |
ALLEY INTERSECTION |
CY |
10 |
69 |
METAL HAND RAILINGS PER STD PLAN 606 |
LF |
44 |
70 |
REMOVE AND DISPOSE OF EXISTING GUARDRAIL (INCLUDING POSTS) |
LF |
2,178 |
71 |
TRANSPORTATION AND DISPOSAL OF TREATED WOOD WASTE |
LB |
17,914 |
72 |
METAL BEAM GUARD RAILING (STEEL POST W/ PLASTIC BLOCK) |
LF |
13 |
73 |
MIDWEST GUARDRAIL SYSTEM (STEEL POST W/ PLASTIC BLOCK) |
LF |
1,846 |
74 |
IN-LINE TERMINAL SYSTEM (TYPE MSKT-SP-MGS) |
EA |
29 |
75 |
MIDWEST GUARDRAIL SYSTEM END ANCHOR ASSEMBLY (TYPE SFT) PER STD PLAN A77S1 |
EA |
1 |
76 |
3' - 0" W X 1' - 0" H RCB |
LF |
106 |
77 |
PARKWAY CULVERT PER STD PLAN 3055-1 |
LF |
109 |
78 |
RAIL TOP BOX CULVERT PER STD PLAN 60-13 |
LF |
321 |
79 |
4" SCH 80 PERFORATED PVC |
LF |
31 |
80 |
18" RCP, 2000 D |
LF |
18 |
81 |
18" RCP, 2500 D |
LF |
4 |
82 |
CONCRETE BACKFILL |
CY |
1 |
83 |
CONCRETE COLLAR FOR CONNECTOR PIPE |
EA |
1 |
84 |
1-1/2" CONDUIT (SCH 80 PVC) |
LF |
50 |
85 |
2" CONDUIT (SCH 80 PVC) |
LF |
535 |
86 |
3" CONDUIT (SCH 80 PVC) |
LF |
1,250 |
87 |
#6 WIRE |
LF |
2,065 |
88 |
#10 WIRE |
LF |
3,190 |
89 |
STREET LIGHT WIRING |
LS |
1 |
90 |
3-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT) |
LF |
4,155 |
91 |
12-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT) |
LF |
4,080 |
92 |
NO. 5 PULL BOX INCL PCC COVER |
EA |
10 |
93 |
NO. 6 PULL BOX INCL PCC COVER |
EA |
34 |
94 |
NO. 6 PULL BOX EXTENSION |
EA |
5 |
95 |
11"X21"X12" POLYMER CONCRETE PULL BOX & COVER ASSEMBLY - TYPE 2 |
EA |
7 |
96 |
18"X30"X12" POLYMER CONCRETE PULL BOX & COVER ASSEMBLY - TYPE 3 |
EA |
1 |
97 |
4-CAMERA VIDEO/RADAR DETECTION SYSTEM (COMPLETE) |
EA |
5 |
98 |
REMOVE PULL BOX AND RESURFACE SIDEWALK |
EA |
36 |
99 |
REMOVE PULL BOX |
EA |
8 |
100 |
REMOVE SERVICE METER |
EA |
3 |
101 |
REMOVE TYPE 1 STANDARD (COMPLETE) (EXCL. FOUND.) |
EA |
16 |
102 |
REMOVE TYPE 15 STANDARD (COMPLETE) (EXCL. FOUND.) |
EA |
8 |
103 |
REMOVE TYPE 15 STANDARD NEAR OVERHEAD HIGH VOLTAGE (COMPLETE) (EXCL. FOUND.) |
EA |
2 |
104 |
REMOVE TYPE 17 STANDARD (COMPLETE) (EXCL. FOUND.) |
EA |
5 |
105 |
REMOVE TYPE 337 CABINET (COMPLETE) |
EA |
2 |
106 |
REMOVE STREET LIGHT FOUNDATION |
EA |
7 |
107 |
REMOVE TYPE 1 FOUNDATION |
EA |
16 |
108 |
REMOVE TYPE 15 FOUNDATION |
EA |
10 |
109 |
REMOVE TYPE 17 FOUNDATION |
EA |
5 |
110 |
REMOVE TYPE 337 CABINET FOUNDATION |
EA |
2 |
111 |
REMOVE PROGRAM |
EA |
1 |
112 |
REMOVE ILD SENSOR UNIT |
EA |
15 |
113 |
REMOVE RADIO CORRECTED TIME BASE UNIT |
EA |
5 |
114 |
RELOCATE STREET LIGHT WITH NEW FOUNDATION |
EA |
7 |
115 |
GPS UTB UNIT AND ANTENNA |
EA |
5 |
116 |
TYPE III-BF SERVICE CABINET |
EA |
3 |
117 |
TYPE III-B SERVICE CABINET FOUNDATION |
EA |
3 |
118 |
PEDESTRIAN PUSH BUTTON POST FOUNDATION |
EA |
1 |
119 |
TYPE 170 ATC/HC-11 CONTROLLER |
EA |
2 |
120 |
SWITCH PACK |
EA |
12 |
121 |
PED ISOLATION MODULE |
EA |
4 |
122 |
TYPE 332 CABINET |
EA |
2 |
123 |
TYPE 332 CABINET FOUNDATION |
EA |
2 |
124 |
TYPE 1 STANDARD |
EA |
12 |
125 |
TYPE 15 STANDARD |
EA |
6 |
126 |
TYPE 17 STANDARD |
EA |
11 |
127 |
TYPE 19 STANDARD |
EA |
7 |
128 |
TYPE 24 STANDARD |
EA |
1 |
129 |
TYPE 26 STANDARD |
EA |
1 |
130 |
TYPE 1 STANDARD FOUNDATION |
EA |
12 |
131 |
TYPE 15 STANDARD FOUNDATION |
EA |
6 |
132 |
TYPE 17 STANDARD FOUNDATION |
EA |
11 |
133 |
TYPE 19 STANDARD FOUNDATION |
EA |
7 |
134 |
TYPE 24 STANDARD FOUNDATION |
EA |
1 |
135 |
TYPE 26 STANDARD FOUNDATION |
EA |
1 |
136 |
15' SIGNAL MAST ARM |
EA |
12 |
137 |
20' SIGNAL MAST ARM |
EA |
3 |
138 |
25' SIGNAL MAST ARM |
EA |
4 |
139 |
30' SIGNAL MAST ARM |
EA |
1 |
140 |
12' LUMINAIRE MAST ARM |
EA |
27 |
141 |
150 W(EQ) LUMINAIRE |
EA |
14 |
142 |
200 W(EQ) LUMINAIRE |
EA |
13 |
143 |
PEDESTRIAN PUSH BUTTON |
EA |
40 |
144 |
PEDESTRIAN PUSH BUTTON PLATE |
EA |
40 |
145 |
PEDESTRIAN PUSH BUTTON POST |
EA |
1 |
146 |
RETROREFLECTIVE STREET NAME SIGN |
EA |
20 |
147 |
3-12" LED VEHICLE HEAD (COMPLETE) |
EA |
63 |
148 |
INSTALL LED COUNTDOWN PEDESTRIAN HEAD (COMPLETE) |
EA |
40 |
149 |
DETAIL 2 |
LF |
6,340 |
150 |
DETAIL 9 |
LF |
155 |
151 |
DETAIL 22 |
LF |
3,720 |
152 |
DETAIL 27B |
LF |
16,780 |
153 |
DETAIL 37B |
LF |
85 |
154 |
DETAIL 38 |
LF |
565 |
155 |
DETAIL 41 |
LF |
130 |
156 |
PAVEMENT MARKINGS (THERMOPLASTIC) |
SF |
1,089 |
157 |
4" STRIPING (THERMOPLASTIC) |
LF |
18 |
158 |
6" STRIPING (THERMOPLASTIC) |
LF |
15 |
159 |
12" STRIPING (THERMOPLASTIC) |
LF |
825 |
160 |
24" STRIPING (THERMOPLASTIC) |
LF |
3,485 |
161 |
RED CURB |
LF |
3,255 |
162 |
REMOVE DETAIL 9 |
LF |
150 |
163 |
REMOVE DETAIL 22 |
LF |
415 |
164 |
REMOVE DETAIL 37B |
LF |
145 |
165 |
REMOVE DETAIL 38 |
LF |
135 |
166 |
REMOVE PAVEMENT MARKINGS (PAINT) |
SF |
305 |
167 |
REMOVE 4" STRIPING (PAINT) |
LF |
440 |
168 |
REMOVE 12" STRIPING (PAINT) |
LF |
450 |
169 |
INSTALL FIRE HYDRANT LOCATION RPM |
EA |
24 |
170 |
TREE WELL AND COVER PER STD PLAN 519, TYPE 3 |
EA |
6 |
171 |
FURNISH AND PLANT 24" BOX TREE |
EA |
18 |
172 |
LANDSCAPING |
LS |
1 |
173 |
SOD |
SY |
1,498 |
174 |
CLASS D TOPSOIL |
CY |
130 |
175 |
AGRONOMIC SOIL REPORTS |
EA |
1 |
176 |
IRRIGATION SYSTEM |
LS |
1 |
177 |
PLANT ESTABLISHMENT PERIOD |
LS |
1 |
178 |
DECOMPOSED GRANITE, 3" THICK |
SF |
6,936 |
179 |
RIVER ROCK PAVING |
SF |
300 |
Location: PLAN B |
Item |
Description |
Unit of Measure |
Estimated Quantity |
180 |
SHORING OF OPEN EXCAVATIONS |
LS |
1 |
181 |
CONCRETE REMOVAL (NON-REINFORCED) |
CY |
14 |
182 |
UNCLASSIFIED EXCAVATION |
CY |
5 |
183 |
CRUSHED MISCELLANEOUS BASE |
CY |
5 |
184 |
COLD MILL AC PAVEMENT (> 1-1/2 - 3") |
SF |
12,800 |
185 |
AC PAVEMENT |
TON |
159 |
186 |
CATCH BASIN PER STD PLAN 300, W=7 |
EA |
3 |
187 |
CATCH BASIN PER STD PLAN 300, W=14 |
EA |
1 |
188 |
CATCH BASIN PER STD PLAN 300, W=21 |
EA |
1 |
189 |
AUTOMATIC RECTRACTABLE SCREEN (ARS), 5' < W <=8' |
EA |
3 |
190 |
AUTOMATIC RECTRACTABLE SCREEN (ARS), 8' < W <=14' |
EA |
1 |
191 |
AUTOMATIC RETRACTABLE SCREEN (ARS), 14' < W <= 21' |
EA |
1 |
192 |
FURNISH AND INSTALL CONNECTOR PIPE SCREEN (CPS) |
EA |
4 |
193 |
RECONSTRUCT LOCAL DEPRESSION PER STD PLAN 313-3, CASE B |
EA |
1 |
194 |
TRANSITION STRUCTURE PER STD PLAN 340 |
EA |
2 |
195 |
JUNCTION STRUCTURE PER STD PLAN 331 |
EA |
2 |
196 |
MANHOLE PER STD PLAN 321 |
EA |
7 |
197 |
PCC CURB, TYPE A1-VAR |
LF |
23 |
198 |
PCC CURB RAMPS |
CY |
4 |
199 |
DETECTABLE WARNING SURFACE |
SF |
15 |
200 |
CROSS GUTTER |
CY |
8 |
201 |
SUPPORT FOR 8" OR LESS WATERLINE |
EA |
4 |
202 |
SUPPORT FOR 20" WATERLINE |
EA |
1 |
203 |
SUPPORT FOR 24" AND LESS MISC UTILITIES |
EA |
4 |
204 |
SUPPORT FOR 24" SEWER PER COUNTY SANITATION STD S-A-217 |
EA |
1 |
205 |
CONSTRUCT PIPE SEAL |
EA |
1 |
206 |
18" RCP, 2000 D |
LF |
106 |
207 |
24" RCP, 2000 D |
LF |
44 |
208 |
30" RCP, 2000 D |
LF |
1,508 |
209 |
CONCRETE COLLAR FOR CONNECTOR PIPE |
EA |
2 |