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 |
4 |
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 |
LS |
1 |
7 |
MOBILIZATION |
LS |
1 |
8 |
CLEARING AND GRUBBING |
LS |
1 |
9 |
ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
EA |
1 |
10 |
CROWN REDUCTION, TREE (13" - 24" DIAMETER) |
EA |
1 |
11 |
REMOVE EXISTING CHAIN LINK FENCE |
LF |
120 |
12 |
CONCRETE REMOVAL (NON-REINFORCED) |
CY |
206 |
13 |
CONCRETE REMOVAL (REINFORCED) |
CY |
188 |
14 |
UNCLASSIFIED EXCAVATION |
CY |
525 |
15 |
STRUCTURE EXCAVATION |
CY |
51 |
16 |
CRUSHED MISCELLANEOUS BASE |
CY |
149 |
17 |
TRENCH BACKFILL SLURRY (CLASS 270-E-500) |
CY |
29 |
18 |
COLD MILL AC PAVEMENT (0 - 1-1/2") |
SF |
159,091 |
19 |
COLD MILL AC PAVEMENT (> 3") |
SF |
28,497 |
20 |
AC CURB, TYPE D1-8 |
LF |
376 |
21 |
AC CURB, TYPE D2 |
LF |
36 |
22 |
AC PAVEMENT |
TON |
535 |
23 |
AC PAVEMENT(PATCH BACK) |
TON |
56 |
24 |
AC PAVEMENT(DRIVEWAYS) |
TON |
1 |
25 |
AC PAVEMENT (SIDEWALK) |
TON |
59 |
26 |
AC PAVEMENT (SHOULDERS AT GUARDRAIL) |
TON |
84 |
27 |
RECONSTRUCT MANHOLE |
EA |
3 |
28 |
DOUBLE ADJUST MANHOLE |
EA |
9 |
29 |
PCC PAVEMENT |
CY |
122 |
30 |
ASPHALT RUBBER HOT MIX |
TON |
1,833 |
31 |
DRILL AND BOND DOWEL |
LF |
30 |
32 |
DOWEL BAR |
LB |
161 |
33 |
RE-ESTABLISH CURB DRAIN OUTLET |
LS |
1 |
34 |
CURB DRAIN PER STD PLAN 150, N=1, CASE 3 INLET |
EA |
1 |
35 |
CURB DRAIN PER DETAIL SHEET 17, N=1 |
EA |
2 |
36 |
PARKWAY DRAIN PER STD PLAN 151, S=28", INLET TYPE 2 |
EA |
1 |
37 |
SAWCUT AND SEAL 6" CMP PIPE |
LS |
1 |
38 |
CHANNEL COVER (PER SHEET 18, CHANNEL COVER STRUCTURAL DETAILS) |
CY |
282 |
39 |
PCC CURB, TYPE A1-6 |
LF |
10 |
40 |
PCC CURB, TYPE A1-VAR |
LF |
402 |
41 |
PCC CURB & GUTTER, TYPE A2-6 |
LF |
849 |
42 |
PCC CURB & GUTTER, TYPE A2-8 |
LF |
1,248 |
43 |
PCC CURB & GUTTER, TYPE A2-8, W=2.5' |
LF |
310 |
44 |
PCC CURB & GUTTER, TYPE A2-8, W=VAR |
LF |
29 |
45 |
PCC CURB & GUTTER, TYPE A2-VAR |
LF |
38 |
46 |
PCC GUTTER, 2' WIDE |
LF |
357 |
47 |
PCC WALK & DRIVEWAYS, 4" THICK |
SF |
8,331 |
48 |
PCC CURB RAMPS |
CY |
38 |
49 |
PCC DRIVEWAYS, 6" THICK |
SF |
622 |
50 |
DETECTABLE WARNING SURFACE |
SF |
695 |
51 |
CROSS GUTTER |
CY |
38 |
52 |
REMOVE AND DISPOSE OF EXISTING METAL HAND RAILINGS |
LF |
18 |
53 |
METAL HAND RAILINGS PER STD PLAN 606 |
LF |
27 |
54 |
REMOVE AND DISPOSE OF EXISTING GUARDRAIL (INCLUDING POSTS) |
LF |
1,711 |
55 |
TRANSPORTATION AND DISPOSAL OF TREATED WOOD WASTE |
LB |
23,000 |
56 |
MIDWEST GUARDRAIL SYSTEM (STEEL POST WITH PLASTIC BLOCK) |
LF |
1,270 |
57 |
IN-LINE TERMINAL SYSTEM |
EA |
12 |
58 |
MIDWEST GUARDRAIL SYSTEM END ANCHOR ASSEMBLY PER CALTRANS STANDARD PLAN A77S1 |
EA |
9 |
59 |
MIDWEST GUARDRAIL SYSTEM END CAP PER CALTRANS STANDARD PLAN A77M1 (TYPE A) |
EA |
10 |
60 |
CHAIN LINK FENCE, 4' HIGH |
LF |
124 |
61 |
NO. 6 PULL BOX INCL PCC COVER |
EA |
1 |
62 |
INDUCTIVE LOOP DETECTOR AND LEADS SAW CUT |
LF |
255 |
63 |
DETAIL 2 (THERMOPLASTIC) |
LF |
2,270 |
64 |
DETAIL 22 (THERMOPLASTIC) |
LF |
1,555 |
65 |
DETAIL 38 (THERMOPLASTIC) |
LF |
70 |
66 |
PAVEMENT MARKINGS (THERMOPLASTIC) |
SF |
502 |
67 |
12" STRIPING (THERMOPLASTIC) |
LF |
590 |
68 |
24" STRIPING (THERMOPLASTIC) |
LF |
75 |
69 |
CURB MARKINGS (ONE-COAT PAINT) |
LF |
355 |
70 |
REMOVE 12" STRIPING (THERMOPLASTIC) |
LF |
325 |
71 |
BLUE RAISED PAVEMENT MARKER (RETROREFLECTIVE) |
EA |
12 |
72 |
SIGN PANEL |
EA |
16 |
73 |
SIGN POST (ROADSIDE SIGN) |
EA |
8 |
74 |
RELOCATE SIGN |
EA |
1 |
75 |
REMOVE SIGN |
EA |
7 |
76 |
SHREDDED MULCH, 3" THICK |
CY |
6 |
77 |
CLASS "A" TOPSOIL |
CY |
14 |
78 |
TRAFFIC CONTROL - MARIPOSA ST |
LS |
1 |
79 |
TRAFFIC CONTROL - ALLEN AVE |
LS |
1 |