Line |
Item Number |
Description |
Units |
Quantity |
1 |
2021.501/00010 |
MOBILIZATION |
LS |
1 |
2 |
2101.524/00040 |
CLEARING |
TREE |
1 |
3 |
2101.524/00050 |
GRUBBING |
TREE |
1 |
4 |
2104.503/00195 |
SAWING CONCRETE PAVEMENT (FULL DEPTH) |
L F |
32 |
5 |
2104.503/00205 |
SAWING BIT PAVEMENT (FULL DEPTH) |
L F |
57 |
6 |
2104.503/00315 |
REMOVE CURB & GUTTER |
L F |
567 |
7 |
2104.504/00090 |
REMOVE CONCRETE PAVEMENT |
S Y |
1,085 |
8 |
2104.504/00130 |
REMOVE BITUMINOUS SURFACING |
S Y |
1,855 |
9 |
2104.518/00080 |
REMOVE SIDEWALK |
S F |
2,967 |
10 |
2104.602 |
REMOVE UTILITY VAULT |
EACH |
2 |
11 |
2104.603 |
ABATE ASBESTOS-CONTAINING PIPES |
L F |
180 |
12 |
2105.601/00030 |
SITE GRADING |
LS |
1 |
13 |
2106.607 |
COMMON EXCAVATION (P) |
CU YD |
770 |
14 |
2106.607 |
SELECT GRANULAR BORROW (CV) (P) |
C Y |
509 |
15 |
2108.504 |
GEOTEXTILE FABRIC, TYPE 7 |
S Y |
1,525 |
16 |
2112.604/00010 |
SUBGRADE PREPARATION |
S Y |
1,482 |
17 |
2211.607 |
AGGREGATE BASE (CV) CLASS 5 (P) |
CU YD |
168 |
18 |
2301.504/00070 |
CONCRETE PAVEMENT 7.0" |
S Y |
1,420 |
19 |
2360.609 |
TYPE SP 9.5 WEARING COURSE MIX (3,B) |
TON |
46 |
20 |
2451.509/00060 |
AGGREGATE FOUNDATION |
TON |
30 |
21 |
2502.503/09060 |
6" PERF PVC PIPE DRAIN |
L F |
505 |
22 |
2502.602/00240 |
CONNECT INTO DRAINAGE STRUCTURE |
EACH |
1 |
23 |
2503.602/13402 |
8"X4" PVC WYE |
EACH |
1 |
24 |
2503.602/13403 |
8"X6" PVC WYE |
EACH |
2 |
25 |
2503.603/15123 |
12" RC PIPE SEWER CLASS III |
L F |
29 |
26 |
2503.603/21004 |
4" PVC PIPE SEWER |
L F |
45 |
27 |
2503.603/21006 |
6" PVC PIPE SEWER |
L F |
90 |
28 |
2503.603/21008 |
8" PVC PIPE SEWER |
L F |
240 |
29 |
2504.602/00006 |
1" WATER SERVICE (COMPLETE) |
EACH |
1 |
30 |
2504.602/00106 |
6" PIPE PLUG |
EACH |
3 |
31 |
2504.602/00108 |
8" PIPE PLUG |
EACH |
1 |
32 |
2504.602/00204 |
8" SLEEVE |
EACH |
1 |
33 |
2504.602/00543 |
8"X6" TEE FITTING |
EACH |
3 |
34 |
2504.602/00806 |
6" GATE VALVE & BOX |
EACH |
3 |
35 |
2504.603/02006 |
6" PVC WATERMAIN |
L F |
120 |
36 |
2504.603/02008 |
8" PVC WATERMAIN |
L F |
278 |
37 |
2506.502/00010 |
CONST DRAINAGE STRUCTURE DESIGN A |
EACH |
1 |
38 |
2506.603/60040 |
48" DIA. SANITARY SEWER MANHOLE |
LIN FT |
4.7 |
39 |
2521.518/00040 |
4" CONCRETE WALK |
S F |
2,474 |
40 |
2521.518/00060 |
6" CONCRETE WALK |
S F |
178 |
41 |
2531.503/02315 |
CONCRETE CURB & GUTTER DESIGN B618 |
L F |
567 |
42 |
2531.504/00060 |
6" CONCRETE DRIVEWAY PAVEMENT |
S Y |
40 |
43 |
2531.604/60106 |
7" CONCRETE VALLEY GUTTER |
SQ YD |
87 |
44 |
2563.601/00010 |
TRAFFIC CONTROL |
LS |
1 |
45 |
2573.501/00025 |
STABILIZED CONSTRUCTION EXIT |
LS |
1 |
46 |
2573.502/00110 |
STORM DRAIN INLET PROTECTION |
EACH |
5 |
47 |
2574.507/00104 |
BOULEVARD TOPSOIL BORROW |
C Y |
65 |
48 |
2575.601 |
TURF ESTABLISHMENT |
LS |
1 |
49 |
2575.623 |
RAPID STABILIZATION METHOD 3 |
MGAL |
1 |
50 |
2582.503/36124 |
24" SOLID LINE MULTI COMP GR IN |
L F |
16 |
51 |
2582.518/06020 |
CROSSWALK MULTI COMP GR IN |
S F |
105 |