| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - HARD ROCK CONSTRUCTION CO. |
- 3 - BARRIERE CONSTRUCTION CO., LLC. |
- 4 - BYRON E. TALBOT CONTRACTOR, INC. |
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 201-01 |
clearing & grubbing
|
lump |
LUMP |
31,000.00 |
31,000.00 |
5,000.00 |
5,000.00 |
10,000.00 |
10,000.00 |
5,800.00 |
5,800.00 |
| 202-01 |
removal of structures and obstructions
|
lump |
LUMP |
3,500.00 |
3,500.00 |
10,000.00 |
10,000.00 |
10,000.00 |
10,000.00 |
3,700.00 |
3,700.00 |
| 202-02-C |
removal of portland cement concrete pavement
|
557   |
SQYD |
13.00 |
7,241.00 |
15.00 |
8,355.00 |
25.00 |
13,925.00 |
12.50 |
6,962.50 |
| 202-02-G |
removal of surfacing & stabilized base (asphalt
shoulder) |
2,420.4 |
SQYD |
7.00 |
16,942.80 |
13.00 |
31,465.20 |
10.00 |
24,204.00 |
12.50 |
30,255.00 |
| 202-02-I |
removal of concrete sign footings
|
8   |
EACH |
600.00 |
4,800.00 |
600.00 |
4,800.00 |
1,000.00 |
8,000.00 |
660.00 |
5,280.00 |
| 202-03-A |
relocation of signs
|
8   |
EACH |
3,000.00 |
24,000.00 |
3,000.00 |
24,000.00 |
3,600.00 |
28,800.00 |
3,300.00 |
26,400.00 |
| 203-01 |
general excavation
|
1,605   |
CUYD |
10.00 |
16,050.00 |
25.00 |
40,125.00 |
17.00 |
27,285.00 |
10.25 |
16,451.25 |
| 203-04 |
nonplastic embankment
|
1,441   |
CUYD |
25.00 |
36,025.00 |
15.00 |
21,615.00 |
26.00 |
37,466.00 |
20.00 |
28,820.00 |
| 204-02 |
temporary hay or straw bales
|
45   |
EACH |
13.00 |
585.00 |
50.00 |
2,250.00 |
12.00 |
540.00 |
20.00 |
900.00 |
| 204-06 |
temporary silt fencing
|
4,060   |
LNFT |
1.50 |
6,090.00 |
2.00 |
8,120.00 |
2.00 |
8,120.00 |
2.30 |
9,338.00 |
| 302-02-A |
class ii base course (12" thick crushed stone or
aggregate) |
7,153.8 |
SQYD |
25.00 |
178,845.00 |
30.00 |
214,614.00 |
33.00 |
236,075.40 |
33.00 |
236,075.40 |
| 304-01 |
lime
|
25.50 |
TON |
200.00 |
5,100.00 |
240.00 |
6,120.00 |
100.00 |
2,550.00 |
225.00 |
5,737.50 |
| 304-04-D |
lime treatment (type d) (12" thick)
|
1,730   |
SQYD |
6.00 |
10,380.00 |
6.00 |
10,380.00 |
3.00 |
5,190.00 |
5.00 |
8,650.00 |
| 601-01-K |
portland cement concrete pavement (10" thick)
|
4,624.9 |
SQYD |
61.00 |
282,118.90 |
74.00 |
342,242.60 |
70.00 |
323,743.00 |
85.40 |
394,966.46 |
| 601-03-K |
portland cement concrete shoulder (10" thick)
|
2,160.5 |
SQYD |
61.00 |
131,790.50 |
64.00 |
138,272.00 |
70.00 |
151,235.00 |
86.75 |
187,423.38 |
| 601-04 |
portland cement concrete pavement coring
|
4   |
EACH |
150.00 |
600.00 |
100.00 |
400.00 |
240.00 |
960.00 |
100.00 |
400.00 |
| 602-02 |
cleaning and resealing existing longitudinal and
transverse pavement joints |
8,157   |
LNFT |
2.00 |
16,314.00 |
2.00 |
16,314.00 |
2.50 |
20,392.50 |
3.00 |
24,471.00 |
| 602-05-K-02 |
full depth patching of jointed conc pvmt (10" thick)
(16.1-48.0 sq yds) |
45.0 |
SQYD |
130.00 |
5,850.00 |
200.00 |
9,000.00 |
100.00 |
4,500.00 |
156.00 |
7,020.00 |
| 602-05-K-03 |
full depth patching of jointed conc pvmt (10" thick)
(48.1 sq yds & over) |
80.0 |
SQYD |
130.00 |
10,400.00 |
200.00 |
16,000.00 |
102.00 |
8,160.00 |
152.00 |
12,160.00 |
| 701-01-I |
cross drain pipe (24" rcp/pcp)
|
12   |
LNFT |
70.00 |
840.00 |
200.00 |
2,400.00 |
210.00 |
2,520.00 |
90.00 |
1,080.00 |
| 701-01-K |
cross drain pipe (30" rcp/pcp)
|
36   |
LNFT |
80.00 |
2,880.00 |
200.00 |
7,200.00 |
106.00 |
3,816.00 |
120.00 |
4,320.00 |
| 701-15 |
concrete collar
|
4   |
EACH |
3,500.00 |
14,000.00 |
1,000.00 |
4,000.00 |
1,800.00 |
7,200.00 |
500.00 |
2,000.00 |
| 702-07-B |
cross drain safety end (type 2)(miter pipe end)
|
4   |
EACH |
3,000.00 |
12,000.00 |
3,000.00 |
12,000.00 |
3,700.00 |
14,800.00 |
3,100.00 |
12,400.00 |
| 706-03-A |
incidental concrete paving (4" thick)
|
25.4 |
SQYD |
50.00 |
1,270.00 |
100.00 |
2,540.00 |
40.00 |
1,016.00 |
44.00 |
1,117.60 |
| 707-01 |
concrete curb (4" mountable type)
|
84.4 |
LNFT |
16.00 |
1,350.40 |
20.00 |
1,688.00 |
7.00 |
590.80 |
17.50 |
1,477.00 |
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
7,200.00 |
7,200.00 |
10,000.00 |
10,000.00 |
60,000.00 |
60,000.00 |
17,000.00 |
17,000.00 |
| 713-03-A |
temporary pavement markings (broken line) (4" width)
(4' length) |
0.500 |
MILE |
600.00 |
300.00 |
550.00 |
275.00 |
900.00 |
450.00 |
830.00 |
415.00 |
| 713-04-A |
temporary pavement markings (solid line)(4" width)
|
0.500 |
MILE |
600.00 |
300.00 |
550.00 |
275.00 |
900.00 |
450.00 |
830.00 |
415.00 |
| 713-07 |
temporary precast concrete barrier (contractor
furnished) |
270   |
EACH |
900.00 |
243,000.00 |
1,000.00 |
270,000.00 |
700.00 |
189,000.00 |
1,100.00 |
297,000.00 |
| 716-01-A |
mulch (vegetative)
|
4.0 |
TON |
900.00 |
3,600.00 |
700.00 |
2,800.00 |
90.00 |
360.00 |
770.00 |
3,080.00 |
| 717-01 |
seeding
|
60   |
LB |
13.00 |
780.00 |
10.00 |
600.00 |
12.00 |
720.00 |
11.00 |
660.00 |
| 718-01 |
fertilizer
|
2,000   |
LB |
1.00 |
2,000.00 |
0.30 |
600.00 |
0.30 |
600.00 |
0.35 |
700.00 |
| 726-01 |
bedding material
|
4.0 |
CUYD |
15.00 |
60.00 |
35.00 |
140.00 |
100.00 |
400.00 |
73.00 |
292.00 |
| 727-01 |
mobilization
|
lump |
LUMP |
119,000.00 |
119,000.00 |
75,000.00 |
75,000.00 |
140,000.00 |
140,000.00 |
41,000.00 |
41,000.00 |
| 729-01-A |
sign (type a)
|
32.0 |
SQFT |
30.00 |
960.00 |
32.00 |
1,024.00 |
36.00 |
1,152.00 |
33.00 |
1,056.00 |
| 729-16-C |
object marker assembly (type 3)
|
13   |
EACH |
85.00 |
1,105.00 |
80.00 |
1,040.00 |
96.00 |
1,248.00 |
88.00 |
1,144.00 |
| 731-02 |
reflectorized raised pavement markers
|
380   |
EACH |
5.00 |
1,900.00 |
5.00 |
1,900.00 |
6.50 |
2,470.00 |
5.60 |
2,128.00 |
| 732-01-C |
plastic pavement striping (8" width)
|
1,997   |
LNFT |
1.50 |
2,995.50 |
1.35 |
2,695.95 |
1.20 |
2,396.40 |
1.10 |
2,196.70 |
| 732-01-D |
plastic pavement striping (12" width)
|
395   |
LNFT |
2.50 |
987.50 |
2.00 |
790.00 |
3.00 |
1,185.00 |
2.30 |
908.50 |
| 732-01-E |
plastic pavement striping (24" width)
|
24   |
LNFT |
5.00 |
120.00 |
4.50 |
108.00 |
5.00 |
120.00 |
4.30 |
103.20 |
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
2.828 |
MILE |
2,600.00 |
7,352.80 |
2,400.00 |
6,787.20 |
3,500.00 |
9,898.00 |
3,200.00 |
9,049.60 |
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
0.258 |
MILE |
10.00 |
2.58 |
825.00 |
212.85 |
920.00 |
237.36 |
850.00 |
219.30 |
| 732-04-A |
plastic pavement legends & symbols (arrow)
|
17   |
EACH |
260.00 |
4,420.00 |
215.00 |
3,655.00 |
250.00 |
4,250.00 |
220.00 |
3,740.00 |
| 732-04-C |
plastic pavement legends & symbols (only)
|
13   |
EACH |
260.00 |
3,380.00 |
215.00 |
2,795.00 |
260.00 |
3,380.00 |
230.00 |
2,990.00 |
| 732-05 |
removal of existing markings
|
3.027 |
MILE |
5,000.00 |
15,135.00 |
5,000.00 |
15,135.00 |
6,500.00 |
19,675.50 |
6,000.00 |
18,162.00 |
| 740-01 |
construction layout
|
lump |
LUMP |
25,000.00 |
25,000.00 |
10,000.00 |
10,000.00 |
20,000.00 |
20,000.00 |
12,000.00 |
12,000.00 |
| S-001 |
dynamic message sign
|
2   |
EACH |
2,000.00 |
4,000.00 |
3,000.00 |
6,000.00 |
4,800.00 |
9,600.00 |
2,000.00 |
4,000.00 |
| S-002 |
temporary rumble strip (50' rolls)
|
20   |
EACH |
250.00 |
5,000.00 |
260.00 |
5,200.00 |
320.00 |
6,400.00 |
290.00 |
5,800.00 |
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
1,268,570.98 |
|
1,355,933.80 |
|
1,425,080.96 |
|
1,457,264.39 |
|
| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 5 - T-MAC, INC. |
|
|
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 201-01 |
clearing & grubbing
|
lump |
LUMP |
10,000.00 |
10,000.00 |
|
|
|
|
|
|
| 202-01 |
removal of structures and obstructions
|
lump |
LUMP |
25,000.00 |
25,000.00 |
|
|
|
|
|
|
| 202-02-C |
removal of portland cement concrete pavement
|
557   |
SQYD |
10.00 |
5,570.00 |
|
|
|
|
|
|
| 202-02-G |
removal of surfacing & stabilized base (asphalt
shoulder) |
2,420.4 |
SQYD |
10.00 |
24,204.00 |
|
|
|
|
|
|
| 202-02-I |
removal of concrete sign footings
|
8   |
EACH |
650.00 |
5,200.00 |
|
|
|
|
|
|
| 202-03-A |
relocation of signs
|
8   |
EACH |
3,500.00 |
28,000.00 |
|
|
|
|
|
|
| 203-01 |
general excavation
|
1,605   |
CUYD |
15.00 |
24,075.00 |
|
|
|
|
|
|
| 203-04 |
nonplastic embankment
|
1,441   |
CUYD |
25.00 |
36,025.00 |
|
|
|
|
|
|
| 204-02 |
temporary hay or straw bales
|
45   |
EACH |
50.00 |
2,250.00 |
|
|
|
|
|
|
| 204-06 |
temporary silt fencing
|
4,060   |
LNFT |
2.00 |
8,120.00 |
|
|
|
|
|
|
| 302-02-A |
class ii base course (12" thick crushed stone or
aggregate) |
7,153.8 |
SQYD |
28.00 |
200,306.40 |
|
|
|
|
|
|
| 304-01 |
lime
|
25.50 |
TON |
260.00 |
6,630.00 |
|
|
|
|
|
|
| 304-04-D |
lime treatment (type d) (12" thick)
|
1,730   |
SQYD |
6.50 |
11,245.00 |
|
|
|
|
|
|
| 601-01-K |
portland cement concrete pavement (10" thick)
|
4,624.9 |
SQYD |
95.00 |
439,365.50 |
|
|
|
|
|
|
| 601-03-K |
portland cement concrete shoulder (10" thick)
|
2,160.5 |
SQYD |
95.00 |
205,247.50 |
|
|
|
|
|
|
| 601-04 |
portland cement concrete pavement coring
|
4   |
EACH |
200.00 |
800.00 |
|
|
|
|
|
|
| 602-02 |
cleaning and resealing existing longitudinal and
transverse pavement joints |
8,157   |
LNFT |
3.00 |
24,471.00 |
|
|
|
|
|
|
| 602-05-K-02 |
full depth patching of jointed conc pvmt (10" thick)
(16.1-48.0 sq yds) |
45.0 |
SQYD |
175.00 |
7,875.00 |
|
|
|
|
|
|
| 602-05-K-03 |
full depth patching of jointed conc pvmt (10" thick)
(48.1 sq yds & over) |
80.0 |
SQYD |
165.00 |
13,200.00 |
|
|
|
|
|
|
| 701-01-I |
cross drain pipe (24" rcp/pcp)
|
12   |
LNFT |
110.00 |
1,320.00 |
|
|
|
|
|
|
| 701-01-K |
cross drain pipe (30" rcp/pcp)
|
36   |
LNFT |
115.00 |
4,140.00 |
|
|
|
|
|
|
| 701-15 |
concrete collar
|
4   |
EACH |
400.00 |
1,600.00 |
|
|
|
|
|
|
| 702-07-B |
cross drain safety end (type 2)(miter pipe end)
|
4   |
EACH |
4,500.00 |
18,000.00 |
|
|
|
|
|
|
| 706-03-A |
incidental concrete paving (4" thick)
|
25.4 |
SQYD |
60.00 |
1,524.00 |
|
|
|
|
|
|
| 707-01 |
concrete curb (4" mountable type)
|
84.4 |
LNFT |
20.00 |
1,688.00 |
|
|
|
|
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
50,000.00 |
50,000.00 |
|
|
|
|
|
|
| 713-03-A |
temporary pavement markings (broken line) (4" width)
(4' length) |
0.500 |
MILE |
6,000.00 |
3,000.00 |
|
|
|
|
|
|
| 713-04-A |
temporary pavement markings (solid line)(4" width)
|
0.500 |
MILE |
12,000.00 |
6,000.00 |
|
|
|
|
|
|
| 713-07 |
temporary precast concrete barrier (contractor
furnished) |
270   |
EACH |
1,000.00 |
270,000.00 |
|
|
|
|
|
|
| 716-01-A |
mulch (vegetative)
|
4.0 |
TON |
1,000.00 |
4,000.00 |
|
|
|
|
|
|
| 717-01 |
seeding
|
60   |
LB |
15.00 |
900.00 |
|
|
|
|
|
|
| 718-01 |
fertilizer
|
2,000   |
LB |
0.65 |
1,300.00 |
|
|
|
|
|
|
| 726-01 |
bedding material
|
4.0 |
CUYD |
100.00 |
400.00 |
|
|
|
|
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
170,000.00 |
170,000.00 |
|
|
|
|
|
|
| 729-01-A |
sign (type a)
|
32.0 |
SQFT |
35.00 |
1,120.00 |
|
|
|
|
|
|
| 729-16-C |
object marker assembly (type 3)
|
13   |
EACH |
90.00 |
1,170.00 |
|
|
|
|
|
|
| 731-02 |
reflectorized raised pavement markers
|
380   |
EACH |
5.50 |
2,090.00 |
|
|
|
|
|
|
| 732-01-C |
plastic pavement striping (8" width)
|
1,997   |
LNFT |
1.00 |
1,997.00 |
|
|
|
|
|
|
| 732-01-D |
plastic pavement striping (12" width)
|
395   |
LNFT |
2.20 |
869.00 |
|
|
|
|
|
|
| 732-01-E |
plastic pavement striping (24" width)
|
24   |
LNFT |
4.00 |
96.00 |
|
|
|
|
|
|
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
2.828 |
MILE |
3,000.00 |
8,484.00 |
|
|
|
|
|
|
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
0.258 |
MILE |
800.00 |
206.40 |
|
|
|
|
|
|
| 732-04-A |
plastic pavement legends & symbols (arrow)
|
17   |
EACH |
200.00 |
3,400.00 |
|
|
|
|
|
|
| 732-04-C |
plastic pavement legends & symbols (only)
|
13   |
EACH |
220.00 |
2,860.00 |
|
|
|
|
|
|
| 732-05 |
removal of existing markings
|
3.027 |
MILE |
5,500.00 |
16,648.50 |
|
|
|
|
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
25,000.00 |
25,000.00 |
|
|
|
|
|
|
| S-001 |
dynamic message sign
|
2   |
EACH |
4,000.00 |
8,000.00 |
|
|
|
|
|
|
| S-002 |
temporary rumble strip (50' rolls)
|
20   |
EACH |
270.00 |
5,400.00 |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
1,688,797.30 |
|
|
|
|
|
|
|