| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
|
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 202-02-G |
removal of surfacing and stabilized base
|
115,086.5 |
SQYD |
3.00 |
345,259.50 |
6.00 |
690,519.00 |
|
|
|
|
| 202-02-H |
removal of guard rail
|
284   |
LNFT |
10.00 |
2,840.00 |
3.00 |
852.00 |
|
|
|
|
| 202-02-I |
removal of portland cement concrete pavement and
stabilized base |
9,785   |
SQYD |
10.00 |
97,850.00 |
9.00 |
88,065.00 |
|
|
|
|
| 202-02-J |
removal of incidental concrete paving
|
1,233   |
SQYD |
10.00 |
12,330.00 |
5.00 |
6,165.00 |
|
|
|
|
| 203-01 |
general excavation
|
5,500   |
CUYD |
6.00 |
33,000.00 |
10.00 |
55,000.00 |
|
|
|
|
| 203-08-B |
borrow (vehicular measurement)(plastic soils)
|
36,240   |
CUYD |
8.00 |
289,920.00 |
10.00 |
362,400.00 |
|
|
|
|
| 204-02 |
temporary hay or straw bales
|
30   |
EACH |
12.00 |
360.00 |
7.00 |
210.00 |
|
|
|
|
| 204-06 |
temporary silt fencing
|
43,350   |
LNFT |
1.50 |
65,025.00 |
1.30 |
56,355.00 |
|
|
|
|
| 302-02-B |
class ii base course (8 1/2" thick)
|
140,548.7 |
SQYD |
16.00 |
2,248,779.20 |
23.00 |
3,232,620.10 |
|
|
|
|
| 302-02-D |
class ii base course (12" thick)
|
7,440.0 |
SQYD |
30.00 |
223,200.00 |
31.00 |
230,640.00 |
|
|
|
|
| 302-02-E |
class ii base course (16" thick)
|
10,711.9 |
SQYD |
38.00 |
407,052.20 |
37.00 |
396,340.30 |
|
|
|
|
| 304-01 |
lime
|
59.82 |
TON |
100.00 |
5,982.00 |
100.00 |
5,982.00 |
|
|
|
|
| 304-04-D |
lime treatment (type d)(12" thick)
|
4,220   |
SQYD |
2.00 |
8,440.00 |
4.00 |
16,880.00 |
|
|
|
|
| 502-01 |
superpave asphaltic concrete
|
227,048.1 |
TON |
68.00 |
15,439,270.80 |
65.00 |
14,758,126.50 |
|
|
|
|
| 502-01-A |
superpave asphaltic concrete, drives, turnouts, and
miscellaneous |
1,481.4 |
TON |
68.00 |
100,735.20 |
125.00 |
185,175.00 |
|
|
|
|
| 509-01 |
cold planing asphaltic pavement
|
41,363   |
SQYD |
1.00 |
41,363.00 |
2.50 |
103,407.50 |
|
|
|
|
| 602-02-A |
cleaning and resealing existing longitudinal pavement
joints |
18,160   |
LNFT |
1.30 |
23,608.00 |
1.40 |
25,424.00 |
|
|
|
|
| 602-02-B |
cleaning and resealing existing transverse pavement
joints |
6,640   |
LNFT |
1.30 |
8,632.00 |
1.40 |
9,296.00 |
|
|
|
|
| 602-05-K-01 |
full depth patching of jointed concrete pavement (10"
thick)(16.0 square yards and under) |
971.6 |
SQYD |
220.00 |
213,752.00 |
180.00 |
174,888.00 |
|
|
|
|
| 602-05-K-02 |
full depth patching of jointed concrete pavement (10"
thick)(16.1 square yards to 48.0 square yards) |
682.6 |
SQYD |
210.00 |
143,346.00 |
125.00 |
85,325.00 |
|
|
|
|
| 602-05-K-03 |
full depth patching of jointed concrete pavement (10"
thick)(48.1 square yards and over) |
190.7 |
SQYD |
200.00 |
38,140.00 |
100.00 |
19,070.00 |
|
|
|
|
| 602-11 |
removal of existing shoulder underdrain systems
|
35,600   |
LNFT |
1.00 |
35,600.00 |
3.00 |
106,800.00 |
|
|
|
|
| 701-08 |
relaying pipe
|
106   |
LNFT |
100.00 |
10,600.00 |
60.00 |
6,360.00 |
|
|
|
|
| 701-14 |
cleaning existing pipes
|
144   |
LNFT |
10.00 |
1,440.00 |
20.00 |
2,880.00 |
|
|
|
|
| 701-15 |
concrete collar
|
5   |
EACH |
900.00 |
4,500.00 |
650.00 |
3,250.00 |
|
|
|
|
| 702-04-B |
adjusting catch basins
|
5   |
EACH |
1,000.00 |
5,000.00 |
2,000.00 |
10,000.00 |
|
|
|
|
| 702-07-C |
cross drain safety end (type 3)
|
2   |
EACH |
4,500.00 |
9,000.00 |
5,000.00 |
10,000.00 |
|
|
|
|
| 703-01 |
shoulder underdrain systems
|
35,600   |
LNFT |
7.00 |
249,200.00 |
9.00 |
320,400.00 |
|
|
|
|
| 703-02 |
shoulder outlet underdrains
|
356   |
EACH |
400.00 |
142,400.00 |
400.00 |
142,400.00 |
|
|
|
|
| 704-01-C |
guard rail (double thrie beam)(3' 1/2" post spacing)
|
200.0 |
LNFT |
60.00 |
12,000.00 |
50.00 |
10,000.00 |
|
|
|
|
| 704-03 |
blocked out guard rail
|
100.0 |
LNFT |
25.00 |
2,500.00 |
18.00 |
1,800.00 |
|
|
|
|
| 704-06-A |
guard rail anchor sections (trailing end)(single thrie
beam) |
12.5 |
LNFT |
85.00 |
1,062.50 |
70.00 |
875.00 |
|
|
|
|
| 704-11-A |
guard rail end treatment (flared)
|
2   |
EACH |
2,500.00 |
5,000.00 |
2,000.00 |
4,000.00 |
|
|
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
300,000.00 |
300,000.00 |
630,000.00 |
630,000.00 |
|
|
|
|
| 713-03-C |
temporary pavement markings (8" width)
|
14,901   |
LNFT |
0.10 |
1,490.10 |
0.32 |
4,768.32 |
|
|
|
|
| 713-03-D |
temporary pavement markings (12" width)
|
1,485   |
LNFT |
0.10 |
148.50 |
0.50 |
742.50 |
|
|
|
|
| 713-03-E |
temporary pavement markings (24" width)
|
3,555   |
LNFT |
1.00 |
3,555.00 |
1.00 |
3,555.00 |
|
|
|
|
| 713-04-A |
temporary pavement markings (broken line)(4" width)(4'
length) |
79.440 |
MILE |
100.00 |
7,944.00 |
300.00 |
23,832.00 |
|
|
|
|
| 713-04-B |
temporary pavement markings (broken line)(4" width)
(10' length) |
66.600 |
MILE |
350.00 |
23,310.00 |
325.00 |
21,645.00 |
|
|
|
|
| 713-05-A |
temporary pavement markings (solid line)(4" width)
|
121.148 |
MILE |
1,000.00 |
121,148.00 |
900.00 |
109,033.20 |
|
|
|
|
| 713-05-A-01 |
temporary pavement markings (solid line)(4" width)
(type i removable) |
6.000 |
MILE |
15,000.00 |
90,000.00 |
14,500.00 |
87,000.00 |
|
|
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
2,000,000.00 |
2,000,000.00 |
2,500,000.00 |
2,500,000.00 |
|
|
|
|
| 729-16-B |
object marker assembly (type 2)
|
12   |
EACH |
60.00 |
720.00 |
60.00 |
720.00 |
|
|
|
|
| 729-16-C |
object marker assembly (type 3)
|
4   |
EACH |
80.00 |
320.00 |
75.00 |
300.00 |
|
|
|
|
| 731-01 |
nonreflectorized raised pavement markers
|
171   |
EACH |
12.00 |
2,052.00 |
12.00 |
2,052.00 |
|
|
|
|
| 731-02 |
reflectorized raised pavement markers
|
4,461   |
EACH |
6.00 |
26,766.00 |
5.50 |
24,535.50 |
|
|
|
|
| 732-01-C |
plastic pavement striping (8" width)
|
4,697   |
LNFT |
1.00 |
4,697.00 |
1.00 |
4,697.00 |
|
|
|
|
| 732-01-D |
plastic pavement striping (12" width)
|
495   |
LNFT |
1.50 |
742.50 |
1.40 |
693.00 |
|
|
|
|
| 732-01-E |
plastic pavement striping (24" width)
|
1,185   |
LNFT |
3.00 |
3,555.00 |
3.00 |
3,555.00 |
|
|
|
|
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
26.480 |
MILE |
2,500.00 |
66,200.00 |
2,400.00 |
63,552.00 |
|
|
|
|
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
31.556 |
MILE |
900.00 |
28,400.40 |
830.00 |
26,191.48 |
|
|
|
|
| 734-01 |
rubblizing portland cement concrete pavement
|
226,908   |
SQYD |
2.50 |
567,270.00 |
3.00 |
680,724.00 |
|
|
|
|
| 739-01 |
hydro-seeding
|
48.15 |
ACRE |
1,000.00 |
48,150.00 |
1,000.00 |
48,150.00 |
|
|
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
35,000.00 |
35,000.00 |
200,000.00 |
200,000.00 |
|
|
|
|
| 744-01 |
traffic control management
|
lump |
LUMP |
20,000.00 |
20,000.00 |
100,000.00 |
100,000.00 |
|
|
|
|
| S-001 |
rumble strips (ground-in)
|
26.5 |
MILE |
800.00 |
21,200.00 |
900.00 |
23,850.00 |
|
|
|
|
| S-002 |
concrete aprons
|
6   |
EACH |
1,200.00 |
7,200.00 |
800.00 |
4,800.00 |
|
|
|
|
| S-003 |
dynamic message sign unit
|
8   |
EACH |
10,000.00 |
80,000.00 |
37,000.00 |
296,000.00 |
|
|
|
|
| S-004 |
milling concrete pavement
|
17,451   |
SQYD |
4.00 |
69,804.00 |
5.00 |
87,255.00 |
|
|
|
|
| S-005 |
exposing existing r.c. pipe
|
60   |
LNFT |
60.00 |
3,600.00 |
35.00 |
2,100.00 |
|
|
|
|
| S-006 |
traffic maintenance superpave asphaltic pavement
|
1,500.0 |
TON |
68.00 |
102,000.00 |
90.00 |
135,000.00 |
|
|
|
|
| S-007 |
motor assistance patrol
|
5,580   |
HOUR |
10.00 |
55,800.00 |
85.00 |
474,300.00 |
|
|
|
|
| S-008 |
raising and/or undersealing concrete pavement slabs
|
34,749   |
LBS |
4.00 |
138,996.00 |
4.00 |
138,996.00 |
|
|
|
|
| S-465 |
one cycle mowing (approximately 150 acres)
|
4   |
EACH |
8,000.00 |
32,000.00 |
27,500.00 |
110,000.00 |
|
|
|
|
| S-466 |
one cycle litter collection (approximately 150 acres)
|
4   |
EACH |
6,500.00 |
26,000.00 |
12,300.00 |
49,200.00 |
|
|
|
|
| S-922 |
sawing and sealing longitudinal joints in asphaltic
concrete overlay |
40,579   |
LNFT |
1.80 |
73,042.20 |
1.70 |
68,984.30 |
|
|
|
|
| S-923 |
sawing and sealing transverse joints in asphaltic
concrete overlay |
7,504   |
LNFT |
1.80 |
13,507.20 |
1.70 |
12,756.80 |
|
|
|
|
| S-927 |
sawcuts in asphaltic concrete lifts
|
192,332   |
LNFT |
0.50 |
96,166.00 |
0.35 |
67,316.20 |
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | ITEM TOTAL (CONSTRUCTION BID) |
|
|
|
24,297,971.30 |
|
27,127,809.70 |
|
|
|
|
| | Number of Days Bid at $15,000 per day. |
|
|
210 |
3,150,000.00 |
470 |
7,050,000.00 |
0 |
|
0 |
|
| | TOTAL BID |
|
|
|
27,447,971.30 |
|
34,177,809.70 |
|
|
|
|
|