|
REF |
ITEM |
|
UNIT OF |
APPROX. |
UNIT |
|
TOTAL |
|
NO. |
NO. |
DESCRIPTION |
MEASURE |
QTY. |
COST |
|
COST |
|
1 |
202 |
REMOVED, AS PER PLAN |
LUMP |
1 |
|
|
|
|
2 |
202 |
WALK REMOVED |
S.F. |
235 |
|
|
|
|
3 |
202 |
CURB AND GUTTER REMOVED |
FT. |
181 |
|
|
|
|
4 |
203 |
EXCAVATION, INCLUDING EMBANKMENT
CONSTRUCTION, AS PER PLAN |
C.Y. |
342 |
|
|
|
|
5 |
204 |
SUBGRADE COMPACTION, AS
PER PLAN |
S.Y. |
1639 |
|
|
|
|
6 |
204 |
EXCAVATION OF SUBGRADE AND STRUCTURAL
EMBANKMENT, AS PER PLAN |
C.Y. |
110 |
|
|
|
|
7 |
204 |
GEOGRID, AS PER PLAN |
S.Y. |
260 |
|
|
|
|
8 |
207 |
INLET PROTECTION, AS PER
PLAN |
EACH |
3 |
|
|
|
|
9 |
304 |
AGGREGATE BASE, AS PER
PLAN |
C.Y. |
392 |
|
|
|
|
10 |
408 |
PRIME COAT, 0.40
GAL./S.Y. |
GAL. |
571 |
|
|
|
|
11 |
448 |
ASPHALT CONCRETE, INTERMEDIATE COURSE,
TYPE 2, PG 64-22 |
C.Y. |
100 |
|
|
|
|
12 |
448 |
ASPHALT CONCRETE, SURFACE COURSE,
TYPE 1, PG 64-22 |
C.Y. |
60 |
|
|
|
|
13 |
452 |
NON-REINFORCED CONCRETE PAVEMENT,
AS
PER PLAN |
S.Y. |
23 |
|
|
|
|
14 |
603 |
4" PVC SDR-35 CONDUIT, TYPE B, AS PER PLAN |
FT. |
20 |
|
|
|
|
15 |
603 |
6" PVC SDR-35 CONDUIT, TYPE B, AS PER PLAN |
FT. |
20 |
|
|
|
|
16 |
603 |
8" CPSLP, TYPE B, AS PER PLAN |
FT. |
20 |
|
|
|
|
17 |
603 |
8" CPSLP |
FT. |
98 |
|
|
|
|
18 |
603 |
12" STORM SEWER RCP
CL-V, AS PER PLAN |
FT. |
598 |
|
|
|
|
19 |
603 |
SANITARY SEWER LATERALS,
AS PER PLAN |
FT. |
30 |
|
|
|
|
20 |
604 |
CATCH BASIN, TYPE 1, AS
PER PLAN |
EACH |
2 |
|
|
|
|
21 |
604 |
TYPE 3 STORM MANHOLE |
EACH |
2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
REF |
ITEM |
|
UNIT OF |
APPROX. |
UNIT |
|
TOTAL |
|
NO. |
NO. |
DESCRIPTION |
MEASURE |
QTY. |
COST |
|
COST |
|
22 |
607 |
FENCE REMOVED AND RESET,
AS PER PLAN |
FT. |
120 |
|
|
|
|
23 |
608 |
4" CONCRETE WALK, AS PER
PLAN |
S.F. |
1563 |
|
|
|
|
24 |
608 |
CURB RAMPS, TYPE B3 WITH TRUNCATED
DOMES, AS PER PLAN |
S.F. |
276 |
|
|
|
|
25 |
609 |
CURB AND GUTTER, CITY OF TIPP CITY TYPE 1,
AS
PER PLAN |
FT. |
761 |
|
|
|
|
26 |
614 |
MAINTAINING TRAFFIC, AS
PER PLAN |
LUMP |
1 |
|
|
|
|
27 |
623 |
CONSTRUCTION LAYOUT
STAKES, AS PER PLAN |
LUMP |
1 |
|
|
|
|
28 |
630 |
GROUND MOUNTED SUPPORT,
NO. 3 POST |
FT. |
37.5 |
|
|
|
|
29 |
630 |
SIGN, FLAT SHEET |
S.F. |
4.5 |
|
|
|
|
30 |
630 |
TRAFFIC SIGN AND SIGN SUPPORTS
RELOCATED, AS PER PLAN |
EACH |
3 |
|
|
|
|
31 |
638 |
SERVICE BOX ADJUSTED TO
GRADE |
EACH |
1 |
|
|
|
|
32 |
659 |
SEEDING AND MULCHING, AS
PER PLAN |
S.Y. |
523 |
|
|
|
|
33 |
660 |
SODDING UNSTAKED, AS PER
PLAN |
S.Y. |
155 |
|
|
|
|
34 |
SPEC |
NON-SHRINK FLOWABLE
GROUT, AS PER PLAN |
LUMP |
1 |
|
|
|
|
35 |
SPEC |
ROCK EXCAVATION, AS PER
PLAN |
C.Y. |
50 |
|
|
|
|
|
|
TOTAL |
|
|
|
|
|
|
|
|
|
|
|
|
|
|