Line |
Item Number |
Description |
Units |
Quantity |
Base Bid |
1 |
2021.501 |
MOBILIZATION |
LUMP SUM |
1 |
2 |
2101.502 |
CLEARING |
EACH |
8 |
3 |
2101.502 |
GRUBBING |
EACH |
8 |
6 |
2104.502 |
ABANDON MISCELLANEOUS STRUCTURE |
EACH |
1 |
7 |
2104.502 |
REMOVE MANHOLE or CATCH BASIN (STORM) |
EACH |
13 |
8 |
2104.502 |
REMOVE MANHOLE (SANITARY) |
EACH |
7 |
9 |
2104.502 |
REMOVE HYDRANT |
EACH |
3 |
10 |
2104.502 |
REMOVE SIGN |
EACH |
11 |
11 |
2104.503 |
REMOVE CONCRETE CURB |
L F |
4,457 |
12 |
2104.503 |
REMOVE SEWER PIPE (SANITARY) |
L F |
1,472 |
13 |
2104.503 |
REMOVE SEWER PIPE (STORM) |
L F |
1,290 |
14 |
2104.503 |
REMOVE WATER MAIN |
L F |
1,883 |
18 |
2104.504 |
REMOVE BITUMINOUS PAVEMENT |
S Y |
3,242 |
19 |
2104.504 |
REMOVE CONCRETE PAVEMENT |
S Y |
285 |
22 |
2104.518 |
REMOVE CONCRETE SIDEWALK |
S F |
107 |
24 |
2104.603 |
REMOVE/ABATE ASBESTOS - CONTAINING PIPE (SANITARY) |
LIN FT |
272 |
25 |
2104.603 |
REMOVE/ABATE ASBESTOS-CONTAINING PIPE (WATERMAIN) |
LIN FT |
477 |
26 |
2104.603 |
ABANDON WATER MAIN |
L F |
247 |
27 |
2106.507 |
EXCAVATION - COMMON (P) |
C Y |
783 |
29 |
2112.519 |
SUBGRADE PREPARATION 12" (P) |
RDST |
42 |
31 |
2123.610 |
MACHINE TIME |
HOUR |
30 |
33 |
2211.507 |
AGGREGATE BASE (CV) CLASS 5 (P) |
C Y |
2,801 |
35 |
2215.504 |
FULL DEPTH RECLAMATION |
S Y |
14,804 |
36 |
2360.504 |
TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 1.5" THICK |
S Y |
17,053 |
37 |
2360.504 |
TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 2.0" THICK |
S Y |
2,548 |
38 |
2360.504 |
TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 2.5" THICK |
S Y |
14,505 |
41 |
2501.502 |
18" RC PIPE APRON |
EACH |
1 |
44 |
2503.503 |
12" RC PIPE SEWER DESIGN 3006 CLASS III |
L F |
200 |
45 |
2503.503 |
18" RC PIPE SEWER DESIGN 3006 CLASS III |
L F |
802 |
46 |
2503.503 |
4" PVC SANITARY SEWER SERVICE SDR 26 |
LIN FT |
970 |
47 |
2503.503 |
6" PVC SANITARY SEWER SERVICE SDR 26 |
LIN FT |
40 |
48 |
2503.503 |
8" PVC PIPE SEWER SDR 26 |
LIN FT |
1,781 |
50 |
2503.601 |
SANITARY SEWER TEMPORARY BYPASS PUMPING |
LUMP SUM |
1 |
51 |
2503.602 |
4" CLEAN-OUT ASSEMBLY |
EACH |
26 |
52 |
2503.602 |
6" CLEAN-OUT ASSEMBLY |
EACH |
1 |
53 |
2503.602 |
8"X4" PVC WYE |
EACH |
26 |
54 |
2503.602 |
8"X6" PVC WYE |
EACH |
1 |
55 |
2503.603 |
CLEAN AND VIDEO TAPE PIPE SEWER |
L F |
1,781 |
56 |
2504.601 |
INSTALL WATER METER AND ACCESS MANHOLE |
LUMP SUM |
1 |
57 |
2504.601 |
TEMPORARY WATER SERVICE |
LS |
1 |
58 |
2504.602 |
10" GATE VALVE AND BOX |
EACH |
9 |
59 |
2504.602 |
10" x 1" SERVICE SADDLE WET TAP |
EACH |
22 |
60 |
2504.602 |
1" CURB STOP AND BOX |
EACH |
22 |
61 |
2504.602 |
6" GATE VALVE AND BOX |
EACH |
10 |
62 |
2504.602 |
WATERMAIN OFFSET |
EACH |
1 |
63 |
2504.602 |
HYDRANT |
EACH |
4 |
64 |
2504.602 |
ADJUST VALVE BOX-WATER |
EACH |
1 |
66 |
2504.602 |
1" CORPORATION STOP |
EACH |
22 |
67 |
2504.603 |
10" PVC WATERMAIN C900 |
LIN FT |
2,000 |
68 |
2504.603 |
10" WATERMAIN PVC (DIRECTIONAL DRILLED) |
L F |
268 |
69 |
2504.603 |
6" PVC WATERMAIN C900 |
LIN FT |
300 |
70 |
2504.603 |
1" TYPE PE PIPE |
L F |
1,505 |
71 |
2504.604 |
4" POLYSTYRENE INSULATION |
S Y |
25 |
72 |
2504.608 |
DUCTILE IRON FITTINGS |
EACH |
21 |
73 |
2506.502 |
ADJUST FRAME AND RING CASTING (SANITARY) |
EACH |
2 |
74 |
2506.502 |
CONST DRAINAGE STRUCTURE DES 48-4007C |
EACH |
10 |
77 |
2506.502 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 |
EACH |
14 |
79 |
2506.602 |
ADJUST DRAINAGE STRUCTURE (CATCH BASIN) |
EACH |
2 |
80 |
2506.602 |
CASTING ASSEMBLY SPECIAL 1 |
EACH |
12 |
81 |
2506.602 |
CASTING ASSEMBLY SPECIAL 2 |
EACH |
12 |
82 |
2506.603 |
CONSTRUCT 8" OUTSIDE DROP |
L F |
8 |
83 |
2511.504 |
GEOTEXTILE FILTER TYPE 4 |
S Y |
44 |
84 |
2511.507 |
RANDOM RIPRAP CLASS II |
C Y |
36 |
85 |
2511.507 |
RANDOM RIPRAP CLASS III |
C Y |
29 |
86 |
2521.518 |
4" CONCRETE WALK |
S F |
8,595 |
87 |
2521.518 |
6" CONCRETE WALK (CURB RAMP) |
S F |
195 |
89 |
2531.503 |
CONCRETE CURB AND GUTTER DESIGN B618 |
L F |
5,461 |
91 |
2531.504 |
6" CONCRETE DRIVEWAY PAVEMENT |
S Y |
543 |
92 |
2531.504 |
8" CONCRETE DRIVEWAY PAVEMENT |
S Y |
20 |
95 |
2531.604 |
CONCRETE DRAINAGE FLUME |
S Y |
14 |
96 |
2531.604 |
8" CONCRETE VALLEY GUTTER |
S Y |
13 |
97 |
2531.618 |
TRUNCATED DOMES |
S F |
30 |
98 |
2540.601 |
TEMPORARY MAIL BOX |
LS |
1 |
99 |
2540.602 |
MAIL BOX SUPPORT |
EACH |
16 |
100 |
2563.601 |
TRAFFIC CONTROL - AREA 1 (CSAH 30) |
L S |
1 |
101 |
2563.601 |
TRAFFIC CONTROL - AREA 2 (8TH STREET) |
L S |
1 |
103 |
2564.518 |
SIGN PANEL TYPE C |
EACH |
52 |
104 |
2573.501 |
EROSION CONTROL SUPERVISOR - AREA 1 (CSAH 30) |
LS |
1 |
105 |
2573.502 |
STORM DRAIN INLET PROTECTION |
EACH |
14 |
107 |
2573.503 |
SEDIMENT CONTROL LOG TYPE STRAW |
L F |
25 |
108 |
2573.503 |
SILT FENCE, TYPE MS |
L F |
1,460 |
109 |
2573.601 |
TEMPORARY EROSION CONTROL - AREA 1 (CSAH 30) |
LUMP SUM |
1 |
110 |
2573.601 |
TEMPORARY EROSION CONTROL - AREA 2 (8TH STREET) |
LUMP SUM |
1 |
111 |
2573.601 |
TURF PROTECTION AND MAINTENANCE - AREA 1 (CSAH 30) |
LUMP SUM |
1 |
112 |
2573.601 |
TURF PROTECTION AND MAINTENANCE - AREA 2 (8TH STREET) |
LUMP SUM |
1 |
115 |
2574.507 |
BOULEVARD TOPSOIL BORROW |
C Y |
349 |
117 |
2575.501 |
TURF ESTABLISHMENT - AREA 1 (CSAH 30) |
LUMP SUM |
1 |
118 |
2575.501 |
TURF ESTABLISHMENT - AREA 2 (8TH STREET) |
LUMP SUM |
1 |
120 |
2582.503 |
24" SOLID LINE PAINT LATEX (WHITE) |
LIN FT |
95 |
121 |
2582.503 |
4" BROKEN LINE PAINT LATEX (YELLOW) |
LIN FT |
840 |
122 |
2582.503 |
4" SOLID LINE PAINT LATEX (WHITE) |
LIN FT |
6,275 |
123 |
2582.503 |
4" SOLID LINE PAINT LATEX (YELLOW) |
LIN FT |
450 |
Alternate 1 |
4 |
2101.502 |
CLEARING |
EACH |
1 |
5 |
2101.502 |
GRUBBING |
EACH |
1 |
15 |
2104.503 |
REMOVE AND REINSTALL FENCE |
LIN FT |
50 |
16 |
2104.503 |
REMOVE CONCRETE CURB |
L F |
23 |
17 |
2104.503 |
REMOVE WATER SERVICE PIPE |
L F |
12 |
20 |
2104.504 |
REMOVE BITUMINOUS PAVEMENT |
S Y |
151 |
21 |
2104.504 |
REMOVE CONCRETE PAVEMENT |
S Y |
7 |
23 |
2104.518 |
REMOVE CONCRETE SIDEWALK |
S F |
28 |
28 |
2106.507 |
EXCAVATION - COMMON (P) |
C Y |
52 |
30 |
2112.519 |
SUBGRADE PREPARATION 12" (P) |
RDST |
3 |
32 |
2123.610 |
MACHINE TIME |
HOUR |
4 |
34 |
2211.507 |
AGGREGATE BASE (CV) CLASS 5 (P) |
C Y |
194 |
39 |
2360.504 |
TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 1.5" THICK |
S Y |
866 |
40 |
2360.504 |
TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 2.0" THICK |
S Y |
866 |
42 |
2502.503 |
12" PERF PE PIPE DRAIN (SMOOTH) |
L F |
122 |
43 |
2502.503 |
8" PVC PIPE DRAIN (C900) |
LIN FT |
21 |
49 |
2503.503 |
12" RC PIPE SEWER DESIGN 3006 CLASS III |
L F |
23 |
65 |
2504.602 |
ADJUST VALVE BOX-WATER |
EACH |
1 |
75 |
2506.502 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN N |
EACH |
3 |
76 |
2506.502 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL |
EACH |
2 |
78 |
2506.502 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 |
EACH |
1 |
88 |
2521.518 |
4" CONCRETE WALK |
S F |
576 |
90 |
2531.503 |
CONCRETE CURB AND GUTTER DESIGN R412 |
L F |
651 |
93 |
2531.504 |
6" CONCRETE DRIVEWAY PAVEMENT |
S Y |
15 |
94 |
2531.504 |
8" CONCRETE DRIVEWAY PAVEMENT |
S Y |
7 |
102 |
2563.601 |
TRAFFIC CONTROL - AREA 3 (DOWNTOWN ALLEY) |
L S |
1 |
106 |
2573.502 |
STORM DRAIN INLET PROTECTION |
EACH |
4 |
113 |
2573.601 |
TEMPORARY EROSION CONTROL - AREA 3 (DOWNTOWN ALLEY) |
LUMP SUM |
1 |
114 |
2573.601 |
TURF PROTECTION AND MAINTENANCE - AREA 3 (DOWNTOWN ALLEY) |
LUMP SUM |
1 |
116 |
2574.507 |
BOULEVARD TOPSOIL BORROW |
C Y |
5 |
119 |
2575.501 |
TURF ESTABLISHMENT - AREA 3 (DOWNTOWN ALLEY) |
LUMP SUM |
1 |