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 |
24 |
3 |
CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
LS |
1 |
4 |
IMPLEMENTATION OF THE LTWHP |
LS |
1 |
5 |
PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $5,000) |
LS |
1 |
6 |
IMPLEMENTATION OF THE SWPPP |
LS |
1 |
7 |
OFFICE FACILITIES |
MTH |
24 |
8 |
MOBILIZATION |
LS |
1 |
9 |
CLEARING AND GRUBBING |
LS |
1 |
10 |
ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
EA |
92 |
11 |
STUMP REMOVAL ONLY (6"-12" DIAMETER) |
EA |
1 |
12 |
STUMP REMOVAL ONLY (13"-24" DIAMETER) |
EA |
55 |
13 |
STUMP REMOVAL ONLY (25"+ DIAMETER) |
EA |
29 |
14 |
CONCRETE REMOVAL (NON-REINFORCED) |
CY |
3,119 |
15 |
CONCRETE REMOVAL (REINFORCED) |
CY |
3 |
16 |
UNCLASSIFIED EXCAVATION |
CY |
3,316 |
17 |
UNCLASSIFIED EXCAVATION (ROADWAY)* |
CY |
28,831 |
18 |
CRUSHED MISCELLANEOUS BASE |
CY |
4,205 |
19 |
TRENCH BACKFILL SLURRY (CLASS 270-E-500) |
CY |
50 |
20 |
CEMENT STABILIZED PULVERIZED BASE, 8" THICK |
SY |
88,314 |
21 |
CEMENT STABILIZED PULVERIZED BASE, 12" THICK |
SY |
71,639 |
22 |
PORTLAND CEMENT FOR CSPB |
TON |
4,598 |
23 |
PRIME/TACK COAT FOR CSPB |
GAL |
32,009 |
24 |
COLD MILL AC PAVEMENT (0 - 1-1/2") |
SF |
54,495 |
25 |
AC PAVEMENT |
TON |
22,669 |
26 |
AC PAVEMENT(PATCH BACK) |
TON |
23 |
27 |
AC PAVEMENT (PATCH BACK) TEMP |
TON |
386 |
28 |
AC PAVEMENT (SPEED CUSHION) |
TON |
16 |
29 |
RECONSTRUCT MANHOLE |
EA |
155 |
30 |
DOUBLE ADJUST MANHOLE |
EA |
2 |
31 |
PCC PAVEMENT |
CY |
1,281 |
32 |
ASPHALT RUBBER HOT MIX |
TON |
13,531 |
33 |
ASPHALT RUBBER HOT MIX (TEST STRIP) |
TON |
500 |
34 |
RECONSTRUCT INLET PER DETAIL ON SHEET 79 |
EA |
1 |
35 |
RECONSTRUCT LOCAL DEPRESSION PER STD PLAN 313-3 |
EA |
1 |
36 |
CATCH BASIN PER STD PLAN 300, W=3 |
EA |
2 |
37 |
JUNCTION STRUCTURE PER STD PLAN 333 |
EA |
2 |
38 |
CURB DRAIN PER STD PLAN 150, N=1, CASE 3 INLET |
EA |
19 |
39 |
CURB DRAIN PER STD PLAN 150, N=2, CASE 3 INLET |
EA |
1 |
40 |
CONCRETE SLOUGH WALL |
CY |
5 |
41 |
PCC CURB, TYPE A1-VAR |
LF |
16 |
42 |
PCC CURB & GUTTER, TYPE A2-6 |
LF |
9,226 |
43 |
PCC CURB & GUTTER, TYPE A2-8 |
LF |
16,059 |
44 |
PCC CURB & GUTTER, TYPE A2-VAR |
LF |
15 |
45 |
PCC CURB & GUTTER, TYPE A3-6 |
LF |
106 |
46 |
PCC CURB & GUTTER, TYPE A3-8 |
LF |
63 |
47 |
LONGITUDINAL GUTTER |
CY |
342 |
48 |
PCC WALK & DRIVEWAYS, 4" THICK |
SF |
64,556 |
49 |
PCC CURB RAMPS |
CY |
252 |
50 |
PCC WALK & DRIVEWAYS, 6" THICK |
SF |
315 |
51 |
DETECTABLE WARNING SURFACE |
SF |
2,277 |
52 |
CROSS GUTTER |
CY |
475 |
53 |
CROSS GUTTER (MOD) |
CY |
53 |
54 |
ALLEY INTERSECTION |
CY |
142 |
55 |
METAL HAND RAILINGS PER STD PLAN 606 |
LF |
213 |
56 |
18" RCP, 1500 D |
LF |
102 |
57 |
NO. 6 PULL BOX INCL PCC COVER |
EA |
2 |
58 |
INSTALL FIRE HYDRANT LOCATION RPM |
EA |
64 |
59 |
TRAFFIC CONTROL |
LS |
1 |
60 |
FURNISH AND PLANT 15 GALLON TREE |
EA |
92 |
61 |
SOD |
SY |
1,649 |
62 |
RED BRICK WITH MORTAR PER DETAIL A ON SHEET 15 |
SF |
41 |
63 |
RIVER ROCK PAVING* |
SF |
488 |