| 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 |