Line |
Item Number |
Description |
Units |
Quantity |
City of Roseau |
27 |
2104.503/01 |
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) |
LIN. FT. |
86 |
28 |
2104.503/03 |
REMOVE CURB AND GUTTER |
LIN. FT. |
633 |
29 |
2106.507/0001 |
EXCAVATION - COMMON (P) |
CU. YD. |
112 |
30 |
2123.510/00020 |
MOTOR GRADER |
HOUR |
3 |
31 |
2211.509/00070 |
AGGREGATE BASE CLASS 5 |
TON |
290 |
32 |
2232.504/02 |
MILL BITUMINOUS SURFACE (1.5") |
SQ. YD. |
835 |
33 |
2360.509/001 |
TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) |
TON |
1,766 |
34 |
2504.602/001 |
ADJUST VALVE BOX |
EACH |
4 |
35 |
2506.502/06020 |
ADJUST FRAME & RING CASTING |
EACH |
9 |
36 |
2521.518/001 |
4" CONCRETE WALK |
SQ. FT. |
64 |
37 |
2531.503/001 |
CONCRETE CURB AND GUTTER DESIGN B618 |
LIN. FT. |
2,751 |
38 |
2531.604/001 |
8" CONCRETE VALLEY GUTTER |
SQ. YD. |
28 |
39 |
2563.601/001 |
TRAFFIC CONTROL |
LUMP SUM |
1 |
40 |
2573.502/00110 |
STORM DRAIN INLET PROTECTION |
EACH |
5 |
41 |
2573.503/003 |
SEDIMENT CONTROL LOG TYPE COMPOST |
LIN. FT. |
80 |
CR 106 |
112 |
2221.509/00020 |
SHOULDER BASE AGGREGATE CLASS 1 MOD |
TON |
337 |
113 |
2232.504/001 |
MILL BITUMINOUS SURFACE 1.0" |
SQ YD |
7,290 |
114 |
2360.509/001 |
TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) |
TON |
945 |
115 |
2563.601/00010 |
TRAFFIC CONTROL |
LS |
1 |
Greenbush School |
118 |
2104.504/001 |
REMOVE BITUMINOUS PAVEMENT |
SQ YD |
6,497 |
119 |
2123.510/00020 |
MOTOR GRADER |
HOUR |
12 |
120 |
2211.507/00070 |
AGGREGATE BASE (LV) CLASS 5 MODIFIED |
C Y |
200 |
121 |
2232.504/003 |
MILL BITUMINOUS SURFACE (1.0") |
SQ YD |
1,054 |
122 |
2360.509/001 |
TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) |
TON |
1,892 |
NEW FACILITY |
116 |
2360.509/001 |
TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) |
TON |
3,797 |
Roseau School |
117 |
2360.509/12200 |
TYPE SP 9.5 WEARING COURSE MIX (2,B) |
TON |
2,000 |
SAP 068-070-001 |
42 |
2104.503/00255 |
REMOVE PIPE CULVERTS |
L F |
82 |
43 |
2104.503/00285 |
REMOVE SEWER PIPE (STORM) |
L F |
8 |
44 |
2104.503/00315 |
REMOVE CURB & GUTTER |
L F |
486 |
45 |
2104.503/004 |
SAWING BITUMINOUS PAVEMENT |
LIN FT |
82 |
46 |
2104.504/001 |
REMOVE BITUMINOUS PAVEMENT |
SQ YD |
2,308 |
47 |
2104.518 |
REMOVE SIDEWALK |
SQ FT |
4,416 |
48 |
2123.510/00020 |
MOTOR GRADER |
HOUR |
10 |
49 |
2123.510/00080 |
3.0 CU YD SHOVEL |
HOUR |
10 |
50 |
2211.507/00070 |
AGGREGATE BASE (LV) CLASS 5 MODIFIED |
C Y |
150 |
51 |
2360.509/001 |
TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) |
TON |
375 |
52 |
2451.507/00030 |
GRANULAR BEDDING (CV) |
CU YD |
55 |
53 |
2501.502/15022 |
22" SPAN RC PIPE-ARCH APRON |
EACH |
2 |
54 |
2501.503 |
22" SPAN RC PIPE-ARCH CULV CL IVA |
LIN FT |
56 |
55 |
2521.518/004 |
4" CONCRETE WALK |
SQ FT |
4,292 |
56 |
2531.503/02315 |
CONCRETE CURB & GUTTER DESIGN B618 |
L F |
535 |
57 |
2531.504/001 |
6" CONCRETE DRIVEWAY PAVEMENT |
SQ YD |
46 |
58 |
2531.604/00110 |
CONCRETE DRAINAGE FLUME |
S Y |
7 |
59 |
2531.618/00010 |
TRUNCATED DOMES |
SQ FT |
48 |
60 |
2563.601/00010 |
TRAFFIC CONTROL |
LUMP SUM |
1 |
61 |
2574.507/001 |
COMMON TOPSOIL BORROW |
CU YD |
97 |
62 |
2575.605/00010 |
TURF ESTABLISHMENT |
ACRE |
0.1 |
SAP 068-604-031 |
1 |
2104.503 |
REMOVE CULVERT PIPE |
LIN FT |
1,448 |
2 |
2104.503/00011 |
SAWING BIT PAVEMENT (FULL DEPTH) |
LIN. FT. |
636 |
3 |
2104.504/001 |
REMOVE BITUMINOUS PAVEMENT |
SQ YD |
656 |
4 |
2123.510/00010 |
COMMON LABORERS |
HOUR |
10 |
5 |
2123.510/00080 |
3.0 CU YD SHOVEL |
HOUR |
10 |
6 |
2221.509/00020 |
SHOULDER BASE AGGREGATE CLASS 1 MOD |
TON |
7,687 |
7 |
2232.504/001 |
MILL BITUMINOUS SURFACE 1.0" |
SQ YD |
190,565 |
8 |
2360.509/001 |
TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) |
TON |
22,270 |
9 |
2501.502 |
18" GS PIPE APRON |
EACH |
38 |
10 |
2501.502/001 |
24" GS PIPE APRON |
EACH |
42 |
11 |
2501.502/001 |
30" GS PIPE APRON |
EACH |
12 |
12 |
2501.502/002 |
36" GS PIPE APRON |
EACH |
2 |
13 |
2501.502/003 |
42" GS PIPE APRON |
EACH |
2 |
14 |
2501.502/14042 |
42" SPAN GS PIPE-ARCH APRON |
EACH |
2 |
15 |
2501.502/14057 |
57" SPAN GS PIPE-ARCH APRON |
EACH |
14 |
16 |
2501.503 |
18" CS PIPE CULVERT |
LIN FT |
772 |
17 |
2501.503/001 |
24" CS PIPE CULVERT |
LIN FT |
814 |
18 |
2501.503/001 |
30" CS PIPE CULVERT |
LIN FT |
238 |
19 |
2501.503/002 |
36" CS PIPE CULVERT |
LIN FT |
38 |
20 |
2501.503/003 |
42" CS PIPE CULVERT |
LIN FT |
34 |
21 |
2501.503/002 |
42" SPAN CS PIPE-ARCH CULVERT |
LIN FT |
32 |
22 |
2501.503/003 |
57" SPAN CS PIPE-ARCH CULVERT |
LIN FT |
252 |
23 |
2540.602/00150 |
MAIL BOX SUPPORT |
EACH |
16 |
24 |
2563.601/001 |
TRAFFIC CONTROL |
LUMP SUM |
1 |
25 |
2575.504/001 |
ROLLED EROSION PREVENTION CATEGORY 25 |
SQ YD |
2,166 |
26 |
2575.501/002 |
TURF ESTABLISHMENT |
LUMP SUM |
1 |
SAP 068-607-019 |
63 |
2021.501/00010 |
MOBILIZATION |
LUMP SUM |
1 |
64 |
2104.502/00840 |
REMOVE GATE VALVE |
EACH |
3 |
65 |
2104.502/00880 |
REMOVE HYDRANT |
EACH |
1 |
66 |
2104.502/00790 |
REMOVE CATCH BASIN |
EACH |
4 |
67 |
2104.503/006 |
REMOVE PIPE SEWER (STORM) |
LIN FT |
186 |
68 |
2104.503/007 |
REMOVE CURB & GUTTER |
LIN FT |
2,206 |
69 |
2104.504/001 |
REMOVE BITUMINOUS PAVEMENT |
SQ YD |
5,634 |
70 |
2104.504/006 |
REMOVE CONCRETE PAVEMENT (VALLEY GUTTER) |
SQ YD |
24 |
71 |
2104.504/007 |
REMOVE CONCRETE DRIVEWAY PAVEMENT |
SQ YD |
260 |
72 |
2104.518 |
REMOVE SIDEWALK |
SQ FT |
3,355 |
73 |
2106.507/0001 |
EXCAVATION - COMMON (P) |
CU. YD. |
2,937 |
74 |
2106.507/00140 |
STABILIZING AGGREGATE (CV) |
C Y |
70 |
75 |
2106.601/001 |
DEWATERING |
LUMP SUM |
1 |
76 |
2108.504/00011 |
GEOGRID TYPE 1 |
S Y |
6,430 |
77 |
2112.604/00010 |
SUBGRADE PREPARATION |
SQ YD |
6,430 |
78 |
2211.507 |
AGGREGATE BASE (CV) CLASS 5 MODIFIED |
CU YD |
2,164 |
79 |
2360.509/001 |
TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) |
TON |
1,378 |
80 |
2501.502/05015 |
15" RC PIPE APRON |
EACH |
2 |
81 |
2503.503/001 |
15" RC PIPE SEWER DES 3006 CL III |
LIN FT |
181 |
82 |
2504.601/00040 |
TEMPORARY WATER SERVICE |
LUMP SUM |
1 |
83 |
2504.602/00806 |
6" GATE VALVE & BOX |
EACH |
2 |
84 |
2504.602/00808 |
8" GATE VALVE & BOX |
EACH |
8 |
85 |
2504.602/008 |
HYDRANT ASSEMBLY (9.0' BURY) |
EACH |
1 |
86 |
2504.602/006 |
HYDRANT ASSEMBLY (9.5' BURY) |
EACH |
1 |
87 |
2504.602/009 |
CURB STOP ACCESS CASTING |
EACH |
1 |
88 |
2504.602/03100 |
1" CURB STOP & BOX |
EACH |
10 |
89 |
2504.602/01 |
CONNECT TO EXISTING WATERMAIN |
EACH |
4 |
90 |
2504.603/02006 |
6" PVC WATERMAIN |
LIN FT |
92 |
91 |
2504.603/02008 |
8" PVC WATERMAIN |
LIN FT |
1,065 |
92 |
2504.603/001 |
1" MUNICIPEX WATER SERVICE PIPE |
LIN FT |
237 |
93 |
2504.608/00020 |
DUCTILE IRON FITTINGS |
POUND |
780 |
94 |
2506.502/06020 |
ADJUST FRAME & RING CASTING |
EACH |
4 |
95 |
2506.502/06000 |
CASTING ASSEMBLY |
EACH |
4 |
96 |
2506.602/001 |
8" X 1" SADDLE WITH CORPORATION |
EACH |
10 |
97 |
2506.603/001 |
CONSTRUCT CATCH BASIN |
EACH |
4 |
98 |
2511.507/00013 |
RANDOM RIPRAP CLASS II |
C Y |
10 |
99 |
2521.518/004 |
4" CONCRETE WALK |
SQ FT |
2,227 |
100 |
2521.518/004 |
6" CONCRETE WALK |
SQ FT |
1,641 |
101 |
2531.503/02315 |
CONCRETE CURB & GUTTER DESIGN B618 |
L F |
2,199 |
102 |
2531.504/001 |
6" CONCRETE DRIVEWAY PAVEMENT |
SQ YD |
42 |
103 |
2531.504/002 |
7" CONCRETE DRIVEWAY |
SQ YD |
273 |
104 |
2531.604/00108 |
8" CONCRETE VALLEY GUTTER |
SQ YD |
37 |
105 |
2531.618/00010 |
TRUNCATED DOMES |
SQ FT |
45 |
106 |
2540.602/00140 |
INSTALL MAIL BOX SUPPORT |
EACH |
3 |
107 |
2563.601/00010 |
TRAFFIC CONTROL |
LUMP SUM |
1 |
108 |
2573.502/00110 |
STORM DRAIN INLET PROTECTION |
EACH |
4 |
109 |
2573.503/002 |
SILT FENCE, TYPE MS |
LIN FT |
540 |
110 |
2574.507/001 |
COMMON TOPSOIL BORROW |
CU YD |
260 |
111 |
2575.605/00010 |
TURF ESTABLISHMENT |
ACRE |
0.48 |