| Line |
Item Number |
Description |
Units |
Quantity |
| Base |
|---|
| 1 |
2021.501/00010 |
MOBILIZATION (P) |
LS |
1 |
| 4 |
2104.503/00195 |
SAWING CONCRETE PAVEMENT (FULL DEPTH) |
L F |
34 |
| 5 |
2104.503/00205 |
SAWING BIT PAVEMENT (FULL DEPTH) |
L F |
96 |
| 6 |
2104.503/00315 |
REMOVE CURB & GUTTER |
L F |
391 |
| 7 |
2104.504/00090 |
REMOVE CONCRETE PAVEMENT |
S Y |
29.3 |
| 14 |
2360.618 |
TYPE SP 9.5 BIT MIXTURE FOR PATCHING |
S F |
192 |
| 31 |
2575.607 |
LANDSCAPE ROCK |
CU YD |
12 |
| SS |
|---|
| 2 |
2104.502/00780 |
REMOVE MANHOLE |
EACH |
1 |
| 20 |
2503.603/21008 |
8" PVC PIPE SEWER |
L F |
123 |
| 22 |
2506.603/60040 |
48" DIA. SANITARY SEWER MANHOLE |
LIN FT |
7.8 |
| SW |
|---|
| 3 |
2104.502/00790 |
REMOVE CATCH BASIN |
EACH |
2 |
| 18 |
2503.603 |
12" RC PIPE SEWER CLASS III |
L F |
69 |
| 21 |
2506.502/00010 |
CONST DRAINAGE STRUCTURE DESIGN A |
EACH |
2 |
| Uncategorized |
|---|
| 8 |
2104.504/00130 |
REMOVE BITUMINOUS SURFACING |
S Y |
21 |
| 9 |
2106.607 |
COMMON EXCAVATION (P) |
CU YD |
395 |
| 10 |
2108.504 |
GEOTEXTILE FABRIC, TYPE 7 |
S Y |
948 |
| 11 |
2112.604/00010 |
SUBGRADE PREPARATION |
S Y |
913 |
| 12 |
2211.607 |
AGGREGATE BASE (CV) CLASS 5 (P) |
CU YD |
948 |
| 13 |
2360.609 |
TYPE SP 9.5 WEARING COURSE MIX (3,C) |
TON |
179 |
| 15 |
2451.509/00060 |
AGGREGATE FOUNDATION |
TON |
20 |
| 16 |
2502.503 |
4" PERF PVC PIPE DRAIN |
L F |
404 |
| 17 |
2503.602/13402 |
8"X4" PVC WYE |
EACH |
3 |
| 19 |
2503.603/21004 |
4" PVC PIPE SEWER |
L F |
158 |
| 23 |
2531.503/02315 |
CONCRETE CURB & GUTTER DESIGN B618 |
L F |
404 |
| 24 |
2531.504/00060 |
6" CONCRETE DRIVEWAY PAVEMENT |
S Y |
131.8 |
| 25 |
2531.604/60106 |
7" CONCRETE VALLEY GUTTER |
SQ YD |
34.4 |
| 26 |
2563.601/00010 |
TRAFFIC CONTROL |
LS |
1 |
| 27 |
2573.501/00025 |
STABILIZED CONSTRUCTION EXIT |
LS |
1 |
| 28 |
2573.502/00110 |
STORM DRAIN INLET PROTECTION |
EACH |
4 |
| 29 |
2574.507/00104 |
BOULEVARD TOPSOIL BORROW |
C Y |
75 |
| 30 |
2575.601 |
TURF ESTABLISHMENT |
LS |
1 |
| 32 |
2575.623 |
RAPID STABILIZATION METHOD 3 |
MGAL |
0.5 |
