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 |
CITY PERMIT AND INSPECTION FEES (ALLOWANCE OF $2,000) |
AL |
2,000 |
5 |
IMPLEMENTATION OF THE LTWHP |
LS |
1 |
6 |
PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $2,500) |
LS |
1 |
7 |
IMPLEMENTATION OF THE SWPPP |
LS |
1 |
8 |
SHORING OF OPEN EXCAVATIONS |
LS |
1 |
9 |
OFFICE FACILITIES |
MTH |
13 |
10 |
MOBILIZATION |
LS |
1 |
11 |
CLEARING AND GRUBBING |
LS |
1 |
12 |
CONCRETE REMOVAL (NON-REINFORCED) |
CY |
395 |
13 |
CONCRETE REMOVAL (REINFORCED) |
CY |
32 |
14 |
UNCLASSIFIED EXCAVATION |
CY |
1,903 |
15 |
CRUSHED AGGREGATE BASE |
CY |
242 |
16 |
CRUSHED MISCELLANEOUS BASE |
CY |
2,063 |
17 |
TRENCH BACKFILL SLURRY (CLASS 100-E-100) |
CY |
85 |
18 |
TRENCH BACKFILL SLURRY (CLASS 270-E-500) |
CY |
37 |
19 |
COLD MILL AC PAVEMENT (> 3") |
SF |
713,350 |
20 |
GRIND PCC PAVEMENT |
SF |
20 |
21 |
AC PAVEMENT |
TON |
11,384 |
22 |
AC PAVEMENT(PATCH BACK) |
TON |
52 |
23 |
RECONSTRUCT MANHOLE |
EA |
15 |
24 |
DOUBLE ADJUST WATER VALVE FRAME AND COVER PER DETAIL A ON SHEET 3 |
EA |
3 |
25 |
ADJUST WATER VALVE FRAME AND COVER TO NEW GRADE |
EA |
17 |
26 |
ADJUST WATER VAULT PER DETAIL B ON SHEET 12 |
EA |
1 |
27 |
PCC PAVEMENT |
CY |
126 |
28 |
ASPHALT RUBBER HOT MIX |
TON |
8,420 |
29 |
ASPHALT RUBBER HOT MIX (TEST STRIP) |
TON |
500 |
30 |
DRILL AND BOND DOWEL |
LF |
534 |
31 |
CATCH BASIN PER STD PLAN 300, W=3.5 |
EA |
2 |
32 |
BICYCLE CATCH BASIN GRATE PER CITY OF LOS ANGELES STD PLAN S-342-4 |
EA |
7 |
33 |
LOCAL DEPRESSION PER SPPWC STD PLAN 313-3, CASE D |
EA |
2 |
34 |
LOCAL DEPRESSION PER SPPWC STD PLAN 313-3, CASE E |
EA |
1 |
35 |
MANHOLE PER STD PLAN 320 |
EA |
2 |
36 |
MANHOLE PER STD PLAN 321 |
EA |
1 |
37 |
PCC CURB, TYPE A1-6 |
LF |
2 |
38 |
PCC CURB, TYPE A1-VAR |
LF |
124 |
39 |
PCC CURB & GUTTER, TYPE A2-6 |
LF |
1,802 |
40 |
PCC CURB & GUTTER, TYPE A2-8 |
LF |
148 |
41 |
PCC CURB & GUTTER, TYPE A2-VAR |
LF |
492 |
42 |
PCC CURB & GUTTER, TYPE A3-6 |
LF |
36 |
43 |
PCC CURB INLET AND OUTLET |
EA |
27 |
44 |
PCC WALK, 4" THICK |
SF |
2,498 |
45 |
PCC CURB RAMPS |
CY |
40 |
46 |
DETECTABLE WARNING SURFACE |
SF |
307 |
47 |
CROSS GUTTER |
CY |
13 |
48 |
18" RCP, 2500 D |
LF |
50 |
49 |
CONSTRUCT PIPE SEAL FOR 18" PIPE PER STD PLAN 381-2 |
EA |
1 |
50 |
CONSTRUCT PIPE SEAL FOR 48" PIPE PER STD PLAN 381-2 |
EA |
1 |
51 |
SEAL 18" PIPE WITH 8" BRICK AND CEMENT MORTAR |
EA |
1 |
52 |
SEAL 48" PIPE WITH 8" BRICK AND CEMENT MORTAR |
EA |
1 |
53 |
REPAIR MORTAR |
CY |
1 |
54 |
3" CONDUIT (SCH 80 PVC) |
LF |
795 |
55 |
3-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT) |
LF |
1,538 |
56 |
5-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT) |
LF |
356 |
57 |
12-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT) |
LF |
3,070 |
58 |
WIRE #6 |
LF |
75 |
59 |
WIRE #10 |
LF |
3,440 |
60 |
COMPOSITE TYPE 3 PULL BOX INCL COVER |
EA |
13 |
61 |
NO. 6 PULL BOX INCL PCC COVER |
EA |
2 |
62 |
INDUCTIVE LOOP DETECTOR AND LEADS SAW CUT |
LF |
1,775 |
63 |
TYPE 2070 CONTROLLER |
EA |
1 |
64 |
GPS UTB UNIT AND ANTENNA |
EA |
1 |
65 |
4-CAMERA VIDEO/RADAR DETECTION SYSTEM (COMPLETE), RACK MOUNT 17" LCD MONITOR |
EA |
1 |
66 |
SWITCH PACK |
EA |
9 |
67 |
PED ISOLATION MODULE |
EA |
2 |
68 |
TYPE 332 CABINET |
EA |
1 |
69 |
TYPE 332 CABINET FOUNDATION |
EA |
1 |
70 |
TYPE III-BF SERVICE CABINET |
EA |
1 |
71 |
SCE WORK (ALLOWANCE OF $10,000) |
AL |
10,000 |
72 |
TYPE III-B SERVICE CABINET FOUNDATION |
EA |
1 |
73 |
TYPE 1 STANDARD |
EA |
2 |
74 |
TYPE 15 STANDARD |
EA |
6 |
75 |
TYPE 17 STANDARD |
EA |
1 |
76 |
TYPE 29 STANDARD |
EA |
2 |
77 |
TYPE 1 STANDARD FOUNDATION |
EA |
2 |
78 |
TYPE 15 STANDARD FOUNDATION |
EA |
6 |
79 |
TYPE 17 STANDARD FOUNDATION |
EA |
1 |
80 |
TYPE 29 STANDARD FOUNDATION |
EA |
2 |
81 |
20' SIGNAL MAST ARM |
EA |
1 |
82 |
55' SIGNAL MAST ARM |
EA |
2 |
83 |
12' LUMINAIRE MAST ARM |
EA |
6 |
84 |
15' LUMINAIRE MAST ARM |
EA |
4 |
85 |
LED LUMINAIRES (200W HPS EQUIVALENT) |
EA |
10 |
86 |
PEDESTRIAN PUSH BUTTON |
EA |
6 |
87 |
PEDESTRIAN PUSH BUTTON PLATE |
EA |
6 |
88 |
RETROREFLECTIVE STREET NAME SIGN |
EA |
5 |
89 |
3-12" LED VEHICLE HEAD (COMPLETE) |
EA |
18 |
90 |
LED COUNTDOWN PEDESTRIAN HEAD (COMPLETE) |
EA |
8 |
91 |
DETAIL 9 (THERMOPLASTIC) |
LF |
41,053 |
92 |
DETAIL 21 (THERMOPLASTIC) |
LF |
240 |
93 |
DETAIL 25 (THERMOPLASTIC) |
LF |
90 |
94 |
DETAIL 27 (THERMOPLASTIC) |
LF |
310 |
95 |
DETAIL 27B (THERMOPLASTIC) |
LF |
8,247 |
96 |
DETAIL 38 (THERMOPLASTIC) |
LF |
2,462 |
97 |
DETAIL 39 (THERMOPLASTIC) |
LF |
10,339 |
98 |
DETAIL 39A (THERMOPLASTIC) |
LF |
11,800 |
99 |
PAVEMENT MARKINGS (THERMOPLASTIC) |
SF |
1,296 |
100 |
CONTINENTAL CROSSWALK (THERMOPLASTIC) |
SF |
4,134 |
101 |
4" STRIPING (THERMOPLASTIC) |
LF |
820 |
102 |
8" STRIPING (THERMOPLASTIC) |
LF |
160 |
103 |
12" STRIPING (THERMOPLASTIC) |
LF |
1,594 |
104 |
CURB MARKINGS (ONE-COAT PAINT) |
LF |
213 |
105 |
REMOVE DETAIL 9 (THERMOPLASTIC) |
LF |
5,349 |
106 |
REMOVE DETAIL 38 (THERMOPLASTIC) |
LF |
1,455 |
107 |
REMOVE PAVEMENT MARKINGS (THERMOPLASTIC) |
SF |
135 |
108 |
REMOVE 4" STRIPING (THERMOPLASTIC) |
LF |
80 |
109 |
REMOVE 12" STRIPING (THERMOPLASTIC) |
LF |
105 |
110 |
INSTALL FIRE HYDRANT LOCATION RPM |
EA |
15 |
111 |
SIGN PANEL |
EA |
34 |
112 |
ONE-POST (ROADSIDE SIGN) |
EA |
22 |
113 |
INSTALL SIGN (STRAP AND SADDLE BRACKET) |
EA |
28 |
114 |
RELOCATE SIGN |
EA |
1 |
115 |
REMOVE SIGN POST |
EA |
7 |
116 |
TRAFFIC CONTROL |
LS |
1 |
117 |
FLASHING ARROW SIGN |
EA |
3 |
118 |
CHANGEABLE MESSAGE SIGN |
EA |
2 |
119 |
ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
EA |
8 |
120 |
LANDSCAPING |
LS |
1 |
121 |
IMPORTED TOPSOIL |
CY |
840 |
122 |
IRRIGATION SYSTEM |
LS |
1 |
123 |
DECOMPOSED GRANITE, 4" THICK |
SF |
42,445 |
124 |
RIVER ROCK PAVING |
SF |
19,066 |
125 |
AGRONOMIC SOIL REPORT |
EA |
3 |
126 |
DRAINAGE SUMP WITH ATRIUM GRATE DRAIN |
EA |
7 |
127 |
ALUMINUM EDGING |
LF |
9,661 |
128 |
90 DAY PLANT ESTABLISHMENT PERIOD |
LS |
1 |
129 |
EXPLORATORY EXCAVATION OF UTILITIES (ALLOWANCE OF $10,000) |
AL |
10,000 |