| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - W. E. MCDONALD & SON, LLC. |
- 2 - PRAIRIE CONTRACTORS INC. |
- 3 - H & S CONSTRUCTION CO., INC. |
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 202-02-G |
removal of surfacing & stabilized base
|
9,044.0 |
SQYD |
3.75 |
33,915.00 |
4.00 |
36,176.00 |
10.00 |
90,440.00 |
|
|
| 203-08 |
borrow (vehicular measurement)
|
459   |
CUYD |
8.00 |
3,672.00 |
10.00 |
4,590.00 |
12.00 |
5,508.00 |
|
|
| 203-08-A |
borrow (vehicular meas.)(selected soils)
|
140   |
CUYD |
8.00 |
1,120.00 |
10.00 |
1,400.00 |
14.00 |
1,960.00 |
|
|
| 302-02-E-01 |
class ii base course (4" thick)(stone)
|
11,754.0 |
SQYD |
8.00 |
94,032.00 |
8.00 |
94,032.00 |
9.50 |
111,663.00 |
|
|
| 304-01 |
lime
|
293.17 |
TON |
115.00 |
33,714.55 |
120.00 |
35,180.40 |
135.00 |
39,577.95 |
|
|
| 304-04-D |
lime treatment (type d) (12" thick)
|
18,614   |
SQYD |
2.50 |
46,535.00 |
3.00 |
55,842.00 |
2.50 |
46,535.00 |
|
|
| 401-02 |
aggregate surface course (adjusted vehicular
measurement) |
149   |
CUYD |
50.00 |
7,450.00 |
70.00 |
10,430.00 |
50.00 |
7,450.00 |
|
|
| 502-01 |
superpave asphaltic concrete
|
10,474.2 |
TON |
56.50 |
591,792.30 |
57.00 |
597,029.40 |
66.00 |
691,297.20 |
|
|
| 502-01-A |
superpave asphaltic concrete, paved drives and
turnouts |
1,229.3 |
TON |
86.00 |
105,719.80 |
90.00 |
110,637.00 |
70.00 |
86,051.00 |
|
|
| 507-01-B |
asphaltic surface treatment (2 applications)
|
41,193   |
SQYD |
3.00 |
123,579.00 |
2.25 |
92,684.25 |
2.75 |
113,280.75 |
|
|
| 509-01 |
cold planing asphaltic pavement
|
31,686   |
SQYD |
1.00 |
31,686.00 |
1.00 |
31,686.00 |
1.50 |
47,529.00 |
|
|
| 509-02 |
contractor retained reclaimed asphaltic pavement
|
- 1,320   |
CUYD |
0.01 |
- 13.20 |
0.01 |
- 13.20 |
0.05 |
- 66.00 |
|
|
| 701-13-F |
corrugated metal pipe arch (extension)(36" equiv.)
|
10   |
LNFT |
125.00 |
1,250.00 |
150.00 |
1,500.00 |
100.00 |
1,000.00 |
|
|
| 701-15 |
concrete collar
|
1   |
EACH |
1,250.00 |
1,250.00 |
1,500.00 |
1,500.00 |
600.00 |
600.00 |
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
8,600.00 |
8,600.00 |
50,000.00 |
50,000.00 |
25,000.00 |
25,000.00 |
|
|
| 713-03-C |
temporary pavement markings (8" width)
|
378   |
LNFT |
0.40 |
151.20 |
0.01 |
3.78 |
0.50 |
189.00 |
|
|
| 713-04-A |
temporary pavement markings (broken line)(4" width)(4'
length) |
6.942 |
MILE |
250.00 |
1,735.50 |
300.00 |
2,082.60 |
300.00 |
2,082.60 |
|
|
| 713-04-B |
temporary pavement markings (broken line)(4" width)
(10' length) |
3.526 |
MILE |
0.01 |
0.03 |
0.01 |
0.03 |
270.00 |
952.02 |
|
|
| 713-05-A |
temporary pavement markings (solid line)(4" width)
|
23.262 |
MILE |
0.01 |
0.23 |
0.01 |
0.23 |
545.00 |
12,677.79 |
|
|
| 722-02 |
project site laboratory (equipped)
|
1   |
EACH |
3,000.00 |
3,000.00 |
3,000.00 |
3,000.00 |
4,000.00 |
4,000.00 |
|
|
| 726-01 |
bedding material
|
1.4 |
CUYD |
0.01 |
0.01 |
800.00 |
1,120.00 |
75.00 |
105.00 |
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
27,000.00 |
27,000.00 |
50,000.00 |
50,000.00 |
50,000.00 |
50,000.00 |
|
|
| 731-02 |
reflectorized raised pavement markers
|
474   |
EACH |
4.25 |
2,014.50 |
4.50 |
2,133.00 |
5.85 |
2,772.90 |
|
|
| 732-01-B |
plastic pavement striping (6" width)
|
217   |
LNFT |
0.60 |
130.20 |
0.60 |
130.20 |
0.80 |
173.60 |
|
|
| 732-01-C |
plastic pavement striping (8" width)
|
189   |
LNFT |
0.80 |
151.20 |
1.00 |
189.00 |
1.06 |
200.34 |
|
|
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
11.667 |
MILE |
2,000.00 |
23,334.00 |
1,700.00 |
19,833.90 |
2,400.00 |
28,000.80 |
|
|
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
1.763 |
MILE |
1,000.00 |
1,763.00 |
600.00 |
1,057.80 |
835.00 |
1,472.10 |
|
|
| 735-01 |
mailboxes
|
35   |
EACH |
1.00 |
35.00 |
1.00 |
35.00 |
20.00 |
700.00 |
|
|
| 735-02 |
mailbox supports (single)
|
35   |
EACH |
137.00 |
4,795.00 |
140.00 |
4,900.00 |
150.00 |
5,250.00 |
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
10,000.00 |
10,000.00 |
15,000.00 |
15,000.00 |
10,000.00 |
10,000.00 |
|
|
| S-001 |
cement treated base course (12 in depth)
|
43,237   |
SQYD |
7.00 |
302,659.00 |
7.00 |
302,659.00 |
9.00 |
389,133.00 |
|
|
| S-002 |
cement treated base course (15 in depth)
|
11,754   |
SQYD |
10.00 |
117,540.00 |
10.00 |
117,540.00 |
12.40 |
145,749.60 |
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
1,578,611.32 |
|
1,642,358.39 |
|
1,921,284.65 |
|
|
|