| Line |
Item Number |
Description |
Units |
Quantity |
| Base Bid |
|---|
| Base Bid Items |
|---|
|
2104.501/00022 |
REMOVE CURB AND GUTTER |
LIN FT |
2,994 |
|
2104.505/00110 |
REMOVE CONCRETE PAVEMENT |
SQ YD |
340 |
|
2104.505/00120 |
REMOVE BITUMINOUS PAVEMENT |
SQ YD |
400 |
|
2104.509/00114 |
REMOVE DRAINAGE STRUCTURE |
EACH |
2 |
|
2104.511/00011 |
SAWING CONCRETE PAVEMENT (FULL DEPTH) |
LIN FT |
30 |
|
2104.513/00010 |
SAWING BITUMINOUS PAVEMENT |
LIN FT |
470 |
|
2105.535/00011 |
SALVAGED TOPSOIL FROM STOCKPILE (LV) |
CU YD |
9,462 |
|
2123.503/00010 |
MOTOR GRADER |
HOUR |
40 |
|
2123.510/00920 |
12 CU YD TRUCK |
HOUR |
40 |
|
2123.514/00230 |
3.0 CU YD FRONT END LOADER |
HOUR |
40 |
|
2123.522/00010 |
PNEUMATIC-TIRED ROLLER (TD) |
HOUR |
40 |
|
2123.610/15003 |
1.5-3.0 C.Y. BACKHOE |
HOUR |
40 |
|
2221.502/00070 |
SHOULDER BASE AGGREGATE (LV) CLASS 5 |
CU YD |
5,313 |
|
2232.501/00010 |
MILL BITUMINOUS SURFACE |
SQ YD |
19,608 |
|
2501.515/90180 |
18" RC PIPE APRON |
EACH |
2 |
|
2503.511/90184 |
18" RC PIPE SEWER CLASS IV |
LIN FT |
64 |
|
2506.502/00080 |
CONST DRAINAGE STRUCTURE DESIGN H |
EACH |
2 |
|
2506.521/00010 |
INSTALL CASTING |
EACH |
4 |
|
2511.501/00013 |
RANDOM RIPRAP CLASS III |
CU YD |
12 |
|
2531.501/02080 |
CONCRETE CURB & GUTTER DESIGN B418 |
LIN FT |
5,404 |
|
2531.507/00070 |
7" CONCRETE DRIVEWAY PAVEMENT |
SQ YD |
219 |
|
2563.601/00010 |
TRAFFIC CONTROL |
LUMP SUM |
1 |
|
2563.601/00200 |
DETOUR SIGNING |
LUMP SUM |
1 |
|
2573.530/00010 |
STORM DRAIN INLET PROTECTION |
EACH |
10 |
|
2574.508 |
FERTILIZER TYPE 1 |
POUND |
2,628 |
|
2574.525/00010 |
COMMON TOPSOIL BORROW |
CU.YD. |
7,066 |
|
2575.501/00010 |
SEEDING |
ACRE |
8.76 |
|
2575.502/00041 |
SEED MIXTURE 25-141 |
POUND |
500 |
|
2575.502/00050 |
SEED MIXTURE 25-151 |
POUND |
150 |
|
2575.511/00010 |
MULCH MATERIAL TYPE 1 |
TON |
15.34 |
|
2575.519/00010 |
DISK ANCHORING |
ACRE |
7.67 |
|
2575.523/00013 |
EROSION CONTROL BLANKETS CATEGORY 3 |
SQ YD |
100 |
|
2575.562/00000 |
HYDRAULIC MATRIX TYPE BONDED FIBER |
POUND |
3,833 |
|
2582.501/02101 |
PAVT MSSG (LT ARROW) POLY PREF-GR IN |
EACH |
4 |
|
2582.501/02102 |
PAVT MSSG (RT ARROW) POLY PREF-GR IN |
EACH |
6 |
|
2582.501/02103 |
PAVT MSSG (THRU ARROW)POLY PREF-GR IN |
EACH |
2 |
|
2582.501/02106 |
PAVT MSSG(LT-THRU ARROW)POLY PREF-GR IN |
EACH |
2 |
| Alternate 1 |
|---|
| Alternate 1 Items |
|---|
|
2011.601/00003 |
CONSTRUCTION SURVEYING |
LUMP SUM |
1 |
|
2016.621/00010 |
CONTRACT TIME |
DOLLAR |
1,500 |
|
2016.621/00011 |
CONTRACT TIME (INTERMEDIATE) |
DOLLAR |
1,500 |
|
2021.501/00010 |
MOBILIZATION |
LUMP SUM |
1 |
|
2231.501/00010 |
BITUMINOUS PATCHING MIXTURE |
TON |
500 |
|
2301.504/00091 |
PLACE CONCRETE PAVEMENT 5.0" |
SQ YD |
19,608 |
|
2301.504/00095 |
PLACE CONCRETE PAVEMENT 7.0" |
SQ YD |
74,744 |
|
2301.511/00010 |
STRUCTURAL CONCRETE |
CU YD |
17,545 |
|
2301.538/00020 |
DOWEL BAR (EPOXY COATED) |
EACH |
51,392 |
|
2360.502/22200 |
TYPE SP 12.5 NON WEAR COURSE MIX (2,B) |
TON |
10,534 |
|
2582.502/00001 |
6" SOLID LINE WHITE-EPOXY (GROUND IN) |
LIN FT |
63,780 |
|
2582.502/52014 |
4" SOLID LINE YELLOW-EPOXY ( GROUND IN) |
LIN FT |
10,100 |
|
2582.502/52124 |
24" SOLID LINE YELLOW-EPOXY (GROUND IN) |
LIN FT |
60 |
|
2582.502/52204 |
4" BROKEN LINE YELLOW-EPOXY (GROUND IN) |
LIN FT |
6,360 |
| Alternate 2 |
|---|
| Alternate 2 Items |
|---|
|
2011.601/00003 |
CONSTRUCTION SURVEYING |
LUMP SUM |
1 |
|
2016.621/00010 |
CONTRACT TIME |
DOLLAR |
1,500 |
|
2016.621/00011 |
CONTRACT TIME (INTERMEDIATE) |
DOLLAR |
1,500 |
|
2021.501/00010 |
MOBILIZATION |
LUMP SUM |
1 |
|
2231.501/00010 |
BITUMINOUS PATCHING MIXTURE |
TON |
500 |
|
2301.504/00091 |
PLACE CONCRETE PAVEMENT 5.0" |
SQ YD |
19,608 |
|
2301.504/00095 |
PLACE CONCRETE PAVEMENT 7.0" |
SQ YD |
84,323 |
|
2301.504/00099 |
PLACE CONCRETE PAVEMENT 4.0" |
Sq. Yds. |
31,450 |
|
2301.511/00010 |
STRUCTURAL CONCRETE |
CU YD |
23,170 |
|
2301.538/00020 |
DOWEL BAR (EPOXY COATED) |
EACH |
51,392 |
|
2582.502/00001 |
6" SOLID LINE WHITE-EPOXY (GROUND IN) |
LIN FT |
63,780 |
|
2582.502/52014 |
4" SOLID LINE YELLOW-EPOXY ( GROUND IN) |
LIN FT |
10,100 |
|
2582.502/52124 |
24" SOLID LINE YELLOW-EPOXY (GROUND IN) |
LIN FT |
60 |
|
2582.502/52204 |
4" BROKEN LINE YELLOW-EPOXY (GROUND IN) |
LIN FT |
6,360 |
| Alternate 3 |
|---|
| Alternate 3 Items |
|---|
|
2016.621/00010 |
CONTRACT TIME |
DOLLAR |
1,500 |
|
2016.621/00011 |
CONTRACT TIME (INTERMEDIATE) |
DOLLAR |
1,500 |
|
2021.501/00010 |
MOBILIZATION |
LUMP SUM |
1 |
|
2231.501/00010 |
BITUMINOUS PATCHING MIXTURE |
TON |
500 |
|
2360.501/13200 |
TYPE SP 9.5 WEARING COURSE MIX (3,B) |
TON |
2,221 |
|
2360.501/13300 |
TYPE SP 9.5 WEARING COURSE MIX (3,C) |
TON |
26,561 |
|
2360.502/13200 |
TYPE SP 9.5 NON WEAR COURSE MIX (3,B) |
TON |
17,865 |
|
2580.603/00010 |
INTERIM PAVEMENT MARKING |
LIN FT |
5,987 |
|
2582.502/41106 |
6" SOLID LINE WHITE-EPOXY |
LIN FT |
63,780 |
|
2582.502/42104 |
4" SOLID LINE YELLOW-EPOXY |
LIN FT |
10,100 |
|
2582.502/42124 |
24" SOLID LINE YELLOW-EPOXY |
LIN FT |
60 |
|
2582.502/42204 |
4" BROKEN LINE YELLOW-EPOXY |
LIN FT |
6,360 |
