| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - BESSETTE DEVELOPMENT CORP. |
- 2 - PRAIRIE CONTRACTORS INC. |
- 3 - R. E. HEIDT CONSTRUCTION CO., INC. |
- 4 - DIAMOND B CONSTRUCTION CO., L.L.C. |
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 203-08 |
borrow (vehicular measurement)
|
600   |
CUYD |
10.65 |
6,390.00 |
14.00 |
8,400.00 |
19.00 |
11,400.00 |
25.00 |
15,000.00 |
| 401-02 |
aggregate surface course (adjusted vehicular
measurement) |
7,718   |
CUYD |
38.60 |
297,914.80 |
38.00 |
293,284.00 |
42.00 |
324,156.00 |
45.00 |
347,310.00 |
| 502-01 |
superpave asphaltic concrete
|
32,568.0 |
TON |
42.85 |
1,395,538.80 |
46.25 |
1,506,270.00 |
46.75 |
1,522,554.00 |
45.16 |
1,470,770.88 |
| 502-01-A |
superpave asphaltic concrete, paved drives and
turnouts |
555.0 |
TON |
49.50 |
27,472.50 |
30.00 |
16,650.00 |
80.00 |
44,400.00 |
100.00 |
55,500.00 |
| 509-01 |
cold planing asphaltic pavement
|
134,016   |
SQYD |
0.48 |
64,327.68 |
0.86 |
115,253.76 |
0.58 |
77,729.28 |
1.50 |
201,024.00 |
| 509-02 |
contractor retained reclaimed asphaltic pavement
|
- 2,657   |
CUYD |
1.00 |
- 2,657.00 |
18.00 |
- 47,826.00 |
1.00 |
- 2,657.00 |
0.10 |
- 265.70 |
| 704-01-A |
guard rail (single thrie beam)(3'-1 1/2" post spacing)
|
168.0 |
LNFT |
39.75 |
6,678.00 |
55.00 |
9,240.00 |
53.00 |
8,904.00 |
55.00 |
9,240.00 |
| 704-03 |
blocked out guard rail
|
450.0 |
LNFT |
19.25 |
8,662.50 |
16.00 |
7,200.00 |
18.55 |
8,347.50 |
17.00 |
7,650.00 |
| 704-11-A |
guard rail end treatment (flared)
|
4   |
EACH |
1,941.25 |
7,765.00 |
1,800.00 |
7,200.00 |
2,100.00 |
8,400.00 |
1,800.00 |
7,200.00 |
| 706-03-C |
incidental concrete paving (6" thick)
|
65.8 |
SQYD |
51.00 |
3,355.80 |
80.00 |
5,264.00 |
90.00 |
5,922.00 |
100.00 |
6,580.00 |
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
12,500.00 |
12,500.00 |
56,000.00 |
56,000.00 |
6,200.00 |
6,200.00 |
56,000.00 |
56,000.00 |
| 713-03-E |
temporary pavement markings (24" width)
|
150   |
LNFT |
0.95 |
142.50 |
1.00 |
150.00 |
0.65 |
97.50 |
0.75 |
112.50 |
| 713-04-A |
temporary pavement markings (broken line)(4" width)(4'
length) |
26.190 |
MILE |
548.50 |
14,365.21 |
250.00 |
6,547.50 |
250.00 |
6,547.50 |
310.00 |
8,118.90 |
| 713-04-B |
temporary pavement markings (broken line)(4" width)
(10' length) |
23.244 |
MILE |
260.25 |
6,049.25 |
1.00 |
23.24 |
212.00 |
4,927.72 |
208.00 |
4,834.75 |
| 713-05-A |
temporary pavement markings (solid line)(4" width)
|
61.854 |
MILE |
494.45 |
30,583.71 |
1.00 |
61.85 |
424.00 |
26,226.09 |
415.00 |
25,669.41 |
| 724-01-B |
pavement patching (12" minimum thickness)
|
1,007   |
SQYD |
38.60 |
38,870.20 |
49.00 |
49,343.00 |
30.00 |
30,210.00 |
80.00 |
80,560.00 |
| 727-01 |
mobilization
|
lump |
LUMP |
24,000.00 |
24,000.00 |
100,000.00 |
100,000.00 |
64,000.00 |
64,000.00 |
265,000.00 |
265,000.00 |
| 729-16-B |
object marker assembly (type 2)
|
8   |
EACH |
46.90 |
375.20 |
100.00 |
800.00 |
58.30 |
466.40 |
75.00 |
600.00 |
| 729-16-C |
object marker assembly (type 3)
|
16   |
EACH |
72.85 |
1,165.60 |
80.00 |
1,280.00 |
69.00 |
1,104.00 |
75.00 |
1,200.00 |
| 731-02 |
reflectorized raised pavement markers
|
1,146   |
EACH |
5.15 |
5,901.90 |
4.75 |
5,443.50 |
4.77 |
5,466.42 |
5.00 |
5,730.00 |
| 732-01-E |
plastic pavement striping (24" width)
|
50   |
LNFT |
3.05 |
152.50 |
3.00 |
150.00 |
2.55 |
127.50 |
2.50 |
125.00 |
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
20.618 |
MILE |
1,832.00 |
37,772.17 |
1,850.00 |
38,143.30 |
1,900.00 |
39,174.20 |
1,900.00 |
39,174.20 |
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
7.748 |
MILE |
728.75 |
5,646.35 |
700.00 |
5,423.60 |
700.00 |
5,423.60 |
675.00 |
5,229.90 |
| 735-01 |
mailboxes
|
20   |
EACH |
1.10 |
22.00 |
1.00 |
20.00 |
1.10 |
22.00 |
14.00 |
280.00 |
| 735-02 |
mailbox supports (single)
|
18   |
EACH |
98.95 |
1,781.10 |
125.00 |
2,250.00 |
130.00 |
2,340.00 |
210.00 |
3,780.00 |
| 735-03 |
mailbox supports (double)
|
1   |
EACH |
135.00 |
135.00 |
200.00 |
200.00 |
190.00 |
190.00 |
375.00 |
375.00 |
| 740-01 |
construction layout
|
lump |
LUMP |
5,000.00 |
5,000.00 |
10.00 |
10.00 |
5,500.00 |
5,500.00 |
68,000.00 |
68,000.00 |
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
1,999,910.77 |
|
2,186,781.75 |
|
2,207,178.71 |
|
2,684,798.84 |
|