| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - SHILOH CONTRACTORS, INC. |
- 2 - C,W & W CONTRACTORS, INC. |
- 3 - GUINN BROTHERS, LLC. |
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 201-01 |
clearing & grubbing
|
lump |
LUMP |
13,500.00 |
13,500.00 |
25,000.00 |
25,000.00 |
15,000.00 |
15,000.00 |
|
|
| 202-01 |
removal of structures & obstructions
|
lump |
LUMP |
2,000.00 |
2,000.00 |
10,000.00 |
10,000.00 |
8,000.00 |
8,000.00 |
|
|
| 202-02-A-01 |
removal of bridge (sta. 107+43; 24.6' w x 133' l conc.
& timber bridge) |
1   |
EACH |
34,000.00 |
34,000.00 |
52,000.00 |
52,000.00 |
25,000.00 |
25,000.00 |
|
|
| 203-06 |
excavation & embankment
|
lump |
LUMP |
32,000.00 |
32,000.00 |
20,000.00 |
20,000.00 |
40,000.00 |
40,000.00 |
|
|
| 204-02 |
temporary hay or straw bales
|
17   |
EACH |
5.00 |
85.00 |
10.00 |
170.00 |
1.00 |
17.00 |
|
|
| 204-03 |
temporary slope drains
|
120   |
LNFT |
1.00 |
120.00 |
10.00 |
1,200.00 |
1.00 |
120.00 |
|
|
| 204-05-A |
temporary sediment check dams (hay)
|
4   |
EACH |
5.00 |
20.00 |
125.00 |
500.00 |
100.00 |
400.00 |
|
|
| 204-06 |
temporary silt fencing
|
200   |
LNFT |
1.00 |
200.00 |
5.00 |
1,000.00 |
3.00 |
600.00 |
|
|
| 302-01 |
class ii base course
|
192.2 |
CUYD |
70.00 |
13,454.00 |
90.00 |
17,298.00 |
80.00 |
15,376.00 |
|
|
| 401-02 |
aggregate surface course (adjusted vehicular
measurement) |
14   |
CUYD |
85.00 |
1,190.00 |
70.00 |
980.00 |
100.00 |
1,400.00 |
|
|
| 502-01 |
superpave asphaltic concrete
|
156.2 |
TON |
140.00 |
21,868.00 |
150.00 |
23,430.00 |
150.00 |
23,430.00 |
|
|
| 701-05-N |
side drain pipe (42")
|
24   |
LNFT |
55.00 |
1,320.00 |
150.00 |
3,600.00 |
315.00 |
7,560.00 |
|
|
| 704-08-B |
guard rail transitions (double thrie beam)
|
75.0 |
LNFT |
50.00 |
3,750.00 |
80.00 |
6,000.00 |
60.00 |
4,500.00 |
|
|
| 704-09 |
guard rail anchor sections (turndown)
|
75.0 |
LNFT |
26.00 |
1,950.00 |
36.00 |
2,700.00 |
30.00 |
2,250.00 |
|
|
| 704-11-A |
guard rail end treatment (flared)
|
1   |
EACH |
1,900.00 |
1,900.00 |
2,500.00 |
2,500.00 |
2,200.00 |
2,200.00 |
|
|
| 711-01-D |
riprap (55 lb,; 18" thick)
|
1,040   |
SQYD |
50.00 |
52,000.00 |
60.00 |
62,400.00 |
50.00 |
52,000.00 |
|
|
| 711-04 |
geotextile fabric
|
1,040   |
SQYD |
2.50 |
2,600.00 |
3.00 |
3,120.00 |
5.00 |
5,200.00 |
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
3,500.00 |
3,500.00 |
10,000.00 |
10,000.00 |
8,500.00 |
8,500.00 |
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
51,000.00 |
51,000.00 |
30,000.00 |
30,000.00 |
45,000.00 |
45,000.00 |
|
|
| 729-16-C |
object marker assembly (type 3)
|
7   |
EACH |
75.00 |
525.00 |
80.00 |
560.00 |
100.00 |
700.00 |
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
3,500.00 |
3,500.00 |
15,000.00 |
15,000.00 |
6,500.00 |
6,500.00 |
|
|
| 804-01-F |
precast concrete piles (24")
|
840   |
LNFT |
110.00 |
92,400.00 |
80.00 |
67,200.00 |
115.00 |
96,600.00 |
|
|
| 804-12 |
loading permanent piles
|
1   |
EACH |
FREE |
FREE |
500.00 |
500.00 |
1.00 |
1.00 |
|
|
| 805-01-F |
class a concrete (bents)
|
63.18 |
CUYD |
575.00 |
36,328.50 |
550.00 |
34,749.00 |
800.00 |
50,544.00 |
|
|
| 805-03 |
class aa concrete
|
117.60 |
CUYD |
595.00 |
69,972.00 |
600.00 |
70,560.00 |
600.00 |
70,560.00 |
|
|
| 805-08-H |
precast-prestressed concrete girders (type quad beam)
|
790.0 |
LNFT |
75.00 |
59,250.00 |
85.00 |
67,150.00 |
110.00 |
86,900.00 |
|
|
| 806-01 |
deformed reinforcing steel
|
36,540   |
LB |
0.78 |
28,501.20 |
0.75 |
27,405.00 |
0.90 |
32,886.00 |
|
|
| 807-06 |
structural metalwork
|
lump |
LUMP |
10,500.00 |
10,500.00 |
10,000.00 |
10,000.00 |
10,000.00 |
10,000.00 |
|
|
| 810-01 |
concrete railing (barrier)
|
320.00 |
LNFT |
40.00 |
12,800.00 |
50.00 |
16,000.00 |
55.00 |
17,600.00 |
|
|
| S-101 |
concrete approach slabs(24' clr. rdwy.;60 deg.
crossing)(w/out asphalt) |
2   |
EACH |
5,500.00 |
11,000.00 |
5,000.00 |
10,000.00 |
7,000.00 |
14,000.00 |
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
561,233.70 |
|
591,022.00 |
|
642,844.00 |
|
|
|