| Line |
Item Number |
Description |
Units |
Quantity |
| Base Bid |
|---|
| Base Bid Items |
|---|
|
2104.501/00011 |
REMOVE CONCRETE CULVERT |
LIN FT |
24 |
|
2104.501/00012 |
REMOVE METAL CULVERT |
LIN FT |
642 |
|
2104.505/00110 |
REMOVE CONCRETE PAVEMENT |
SQ YD |
54 |
|
2104.505/00120 |
REMOVE BITUMINOUS PAVEMENT |
SQ YD |
252 |
|
2104.509/00022 |
REMOVE FLAP GATE |
EACH |
4 |
|
2104.511/00010 |
SAWING CONCRETE PAVEMENT |
LIN FT |
146 |
|
2104.513/00010 |
SAWING BITUMINOUS PAVEMENT |
LIN FT |
162 |
|
2104.523/00110 |
SALVAGE METAL APRON |
EACH |
2 |
|
2105.501/00010 |
COMMON EXCAVATION |
CU YD |
14,501 |
|
2105.521/00010 |
GRANULAR BORROW (LV) |
CU YD |
554 |
|
2105.533/00005 |
SALVAGED AGGREGATE (LV) |
CU YD |
2,015 |
|
2105.535/00002 |
SALVAGED TOPSOIL (EV) |
CU YD |
15,012 |
|
2105.535/00011 |
SALVAGED TOPSOIL FROM STOCKPILE (LV) |
CU YD |
3,365 |
|
2112.603/00010 |
SHOULDER PREPARATION |
LIN FT |
59,713 |
|
2123.503/00010 |
MOTOR GRADER |
HOUR |
8 |
|
2123.510/00920 |
12 CU YD TRUCK |
HOUR |
8 |
|
2123.514/00230 |
3.0 CU YD FRONT END LOADER |
HOUR |
8 |
|
2123.522/00010 |
PNEUMATIC-TIRED ROLLER (TD) |
HOUR |
8 |
|
2123.610/15003 |
1.5-3.0 C.Y. BACKHOE |
HOUR |
8 |
|
2232.501/00010 |
MILL BITUMINOUS SURFACE |
SQ YD |
41,269 |
|
2501.511/20180 |
18" CS PIPE CULVERT |
LIN FT |
38 |
|
2501.511/20240 |
24" CS PIPE CULVERT |
LIN FT |
494 |
|
2501.511/20300 |
30" CS PIPE CULVERT |
LIN FT |
302 |
|
2501.511/20360 |
36" CS PIPE CULVERT |
LIN FT |
38 |
|
2501.515/01020 |
24" - 45 DEGREE CULVERT BEND |
EACH |
1 |
|
2501.515/01021 |
30" - 45 DEGREE CULVERT BEND |
EACH |
1 |
|
2501.515/20180 |
18" GS PIPE APRON |
EACH |
2 |
|
2501.515/20240 |
24" GS PIPE APRON |
EACH |
18 |
|
2501.515/20300 |
30" GS PIPE APRON |
EACH |
9 |
|
2501.515/20360 |
36" GS PIPE APRON |
EACH |
1 |
|
2501.519/01240 |
FLAP GATE FOR 24" CS PIPE |
EACH |
2 |
|
2501.519/01300 |
FLAP GATE FOR 30" CS PIPE |
EACH |
1 |
|
2501.519/01360 |
FLAP GATE FOR 36" CS PIPE |
EACH |
1 |
|
2501.573/00011 |
INSTALL METAL APRON |
EACH |
2 |
|
2506.521/00010 |
INSTALL CASTING |
EACH |
3 |
|
2511.501/00013 |
RANDOM RIPRAP CLASS III |
CU YD |
24 |
|
2563.601/00010 |
TRAFFIC CONTROL |
LUMP SUM |
1 |
|
2563.601/00200 |
DETOUR SIGNING |
LUMP SUM |
1 |
|
2573.530/00010 |
STORM DRAIN INLET PROTECTION |
EACH |
14 |
|
2573.533/00001 |
SEDIMENT CONTROL LOG TYPE STRAW |
LIN. FT. |
324 |
|
2574.508 |
FERTILIZER TYPE 1 |
POUND |
14,250 |
|
2575.501/00010 |
SEEDING |
ACRE |
40.6 |
|
2575.502/00030 |
SEED MIXTURE 35-241 |
POUND |
450 |
|
2575.502/00040 |
SEED MIXTURE 25-142 |
POUND |
1,350 |
|
2575.511/00030 |
MULCH MATERIAL TYPE 3 |
TON |
22 |
|
2575.511/00080 |
MULCH MATERIAL TYPE 8 |
TON |
59 |
|
2575.519/00010 |
DISK ANCHORING |
ACRE |
40.6 |
|
2575.523/00013 |
EROSION CONTROL BLANKETS CATEGORY 3 |
SQ YD |
2,752 |
| Alternate 1 |
|---|
| Alternate 1 Items |
|---|
|
2011.601/00003 |
CONSTRUCTION SURVEYING |
LUMP SUM |
1 |
|
2021.501/00010 |
MOBILIZATION |
LUMP SUM |
1 |
|
2104.501/00312 |
REMOVE TERMINAL HEADER |
LIN FT |
26 |
|
2105.604/00021 |
GEOTEXTILE FABRIC SPECIAL |
SQ YD |
52,824 |
|
2221.502/00070 |
SHOULDER BASE AGGREGATE (LV) CLASS 5 |
CU YD |
17,455 |
|
2231.501/00010 |
BITUMINOUS PATCHING MIXTURE |
TON |
20 |
|
2301.504/00097 |
PLACE CONCRETE PAVEMENT 6.0" |
Sq. Yds. |
84,495 |
|
2301.504/00098 |
PLACE CONCRETE PAVEMENT 8.0" |
Sq. Yds. |
1,507 |
|
2301.511/00010 |
STRUCTURAL CONCRETE |
CU YD |
16,678 |
|
2301.538/00020 |
DOWEL BAR (EPOXY COATED) |
EACH |
27,654 |
|
2301.602/00021 |
DRILL & GROUT REINF BAR (EPOXY COATED) |
EACH |
26 |
|
2360.502/12200 |
TYPE SP 9.5 NON WEAR COURSE MIX (2,B) |
TON |
10,197 |
|
2582.502/00001 |
6" SOLID LINE WHITE-EPOXY (GROUND IN) |
LIN FT |
60,010 |
|
2582.502/00002 |
4" BROKEN LINE YELLOW-EPOXY (GROUND IN) |
LIN FT |
5,960 |
| Alternate 2 |
|---|
| Alternate 2 Items |
|---|
|
2011.601/00003 |
CONSTRUCTION SURVEYING |
LUMP SUM |
1 |
|
2021.501/00010 |
MOBILIZATION |
LUMP SUM |
1 |
|
2104.501/00312 |
REMOVE TERMINAL HEADER |
LIN FT |
26 |
|
2105.604/00021 |
GEOTEXTILE FABRIC SPECIAL |
SQ YD |
52,824 |
|
2221.502/00070 |
SHOULDER BASE AGGREGATE (LV) CLASS 5 |
CU YD |
17,455 |
|
2231.501/00010 |
BITUMINOUS PATCHING MIXTURE |
TON |
20 |
|
2301.504/00097 |
PLACE CONCRETE PAVEMENT 6.0" |
Sq. Yds. |
87,568 |
|
2301.504/00098 |
PLACE CONCRETE PAVEMENT 8.0" |
Sq. Yds. |
5,041 |
|
2301.504/00099 |
PLACE CONCRETE PAVEMENT 4.0" |
Sq. Yds. |
30,702 |
|
2301.511/00010 |
STRUCTURAL CONCRETE |
CU YD |
21,622 |
|
2301.538/00020 |
DOWEL BAR (EPOXY COATED) |
EACH |
27,654 |
|
2301.602/00021 |
DRILL & GROUT REINF BAR (EPOXY COATED) |
EACH |
26 |
|
2582.502/00001 |
6" SOLID LINE WHITE-EPOXY (GROUND IN) |
LIN FT |
60,010 |
|
2582.502/00002 |
4" BROKEN LINE YELLOW-EPOXY (GROUND IN) |
LIN FT |
5,960 |
| Alternate 3 |
|---|
| Alternate 3 Items |
|---|
|
2021.501/00010 |
MOBILIZATION |
LUMP SUM |
1 |
|
2221.502/00070 |
SHOULDER BASE AGGREGATE (LV) CLASS 5 |
CU YD |
11,529 |
|
2231.501/00010 |
BITUMINOUS PATCHING MIXTURE |
TON |
20 |
|
2360.501/13200 |
TYPE SP 9.5 WEARING COURSE MIX (3,B) |
TON |
19,504 |
|
2360.501/13300 |
TYPE SP 9.5 WEARING COURSE MIX (3,C) |
TON |
12,008 |
|
2360.502/13200 |
TYPE SP 9.5 NON WEAR COURSE MIX (3,B) |
TON |
13,094 |
|
2580.603/00010 |
INTERIM PAVEMENT MARKING |
LIN FT |
5,971 |
|
2582.502/41106 |
6" SOLID LINE WHITE-EPOXY |
LIN FT |
60,010 |
|
2582.502/42204 |
4" BROKEN LINE YELLOW-EPOXY |
LIN FT |
5,960 |
