| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - SHILOH CONTRACTORS, INC. |
- 2 - LOUISIANA BRIDGE, INC. |
- 3 - C,W & W CONTRACTORS, INC. |
- 4 - GUINN BROTHERS, LLC. |
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 201-01 |
clearing and grubbing
|
lump |
lump |
9,000.00 |
9,000.00 |
7,000.00 |
7,000.00 |
8,000.00 |
8,000.00 |
15,000.00 |
15,000.00 |
| 202-01 |
removal of structures & obstructions
|
lump |
lump |
1,500.00 |
1,500.00 |
3,000.00 |
3,000.00 |
4,000.00 |
4,000.00 |
5,000.00 |
5,000.00 |
| 203-06 |
excavation & embankment
|
lump |
lump |
22,000.00 |
22,000.00 |
25,000.00 |
25,000.00 |
12,000.00 |
12,000.00 |
17,000.00 |
17,000.00 |
| 204-02 |
temporary hay or straw bales
|
21   |
ea |
1.00 |
21.00 |
1.00 |
21.00 |
10.00 |
210.00 |
10.00 |
210.00 |
| 204-03 |
temporary slope drains
|
23   |
ln m |
1.00 |
23.00 |
1.00 |
23.00 |
18.00 |
414.00 |
1.00 |
23.00 |
| 204-05-A |
temporary sediment check dams (hay)
|
7   |
ea |
1.00 |
7.00 |
1.00 |
7.00 |
250.00 |
1,750.00 |
100.00 |
700.00 |
| 204-06 |
temporary silt fencing
|
60   |
ln m |
3.00 |
180.00 |
1.00 |
60.00 |
10.00 |
600.00 |
5.00 |
300.00 |
| 403-01 |
aggregate roadway surfacing (vehicular measurement)
|
87.7 |
cu m |
75.00 |
6,577.50 |
73.00 |
6,402.10 |
80.00 |
7,016.00 |
85.00 |
7,454.50 |
| 704-08-B |
guard rail transitions (double thrie beam)
|
30.48 |
ln m |
140.00 |
4,267.20 |
167.00 |
5,090.16 |
220.00 |
6,705.60 |
195.00 |
5,943.60 |
| 704-09 |
guard rail anchor sections (turndown)
|
30.48 |
ln m |
110.00 |
3,352.80 |
112.00 |
3,413.76 |
113.00 |
3,444.24 |
110.00 |
3,352.80 |
| 711-01-D |
riprap (25 kg, 460mm thick )
|
220   |
sq m |
50.00 |
11,000.00 |
51.00 |
11,220.00 |
60.00 |
13,200.00 |
45.00 |
9,900.00 |
| 711-04 |
geotextile fabric
|
220   |
sq m |
3.00 |
660.00 |
3.00 |
660.00 |
2.00 |
440.00 |
5.00 |
1,100.00 |
| 713-01 |
temporary signs & barricades
|
lump |
lump |
2,000.00 |
2,000.00 |
6,500.00 |
6,500.00 |
3,000.00 |
3,000.00 |
6,000.00 |
6,000.00 |
| 727-01 |
mobilization
|
lump |
lump |
18,000.00 |
18,000.00 |
18,500.00 |
18,500.00 |
25,000.00 |
25,000.00 |
30,000.00 |
30,000.00 |
| 729-16-C |
object marker assembly (type 3)
|
8   |
ea |
70.00 |
560.00 |
78.00 |
624.00 |
93.75 |
750.00 |
95.00 |
760.00 |
| 740-01 |
construction layout
|
lump |
lump |
3,000.00 |
3,000.00 |
3,500.00 |
3,500.00 |
6,000.00 |
6,000.00 |
4,000.00 |
4,000.00 |
| 804-01-B |
precast concrete piles (350 mm)
|
225.0 |
ln m |
115.00 |
25,875.00 |
143.00 |
32,175.00 |
193.00 |
43,425.00 |
110.00 |
24,750.00 |
| 804-12 |
loading permanent piles
|
1   |
ea |
FREE |
FREE |
1.00 |
1.00 |
800.00 |
800.00 |
1.00 |
1.00 |
| 805-10-A |
bridge superstructure & substructure (60 degree
crossing - 7.3m roadway) |
4   |
span |
19,000.00 |
76,000.00 |
17,500.00 |
70,000.00 |
20,000.00 |
80,000.00 |
20,000.00 |
80,000.00 |
| S-101 |
concrete approach slabs (60 degree crossing - 7.3m
roadway) |
2   |
ea |
4,250.00 |
8,500.00 |
7,500.00 |
15,000.00 |
4,000.00 |
8,000.00 |
7,000.00 |
14,000.00 |
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
192,523.50 |
|
208,197.02 |
|
224,754.84 |
|
225,494.90 |
|
| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 5 - JAMES CONSTRUCTION GROUP LLC |
- 6 - KOSTMAYER CONSTRUCTION, LLC |
|
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 201-01 |
clearing and grubbing
|
lump |
lump |
13,500.00 |
13,500.00 |
12,000.00 |
12,000.00 |
|
|
|
|
| 202-01 |
removal of structures & obstructions
|
lump |
lump |
3,000.00 |
3,000.00 |
3,000.00 |
3,000.00 |
|
|
|
|
| 203-06 |
excavation & embankment
|
lump |
lump |
25,000.00 |
25,000.00 |
12,000.00 |
12,000.00 |
|
|
|
|
| 204-02 |
temporary hay or straw bales
|
21   |
ea |
10.00 |
210.00 |
15.00 |
315.00 |
|
|
|
|
| 204-03 |
temporary slope drains
|
23   |
ln m |
8.00 |
184.00 |
40.00 |
920.00 |
|
|
|
|
| 204-05-A |
temporary sediment check dams (hay)
|
7   |
ea |
200.00 |
1,400.00 |
180.00 |
1,260.00 |
|
|
|
|
| 204-06 |
temporary silt fencing
|
60   |
ln m |
5.00 |
300.00 |
5.00 |
300.00 |
|
|
|
|
| 403-01 |
aggregate roadway surfacing (vehicular measurement)
|
87.7 |
cu m |
100.00 |
8,770.00 |
75.00 |
6,577.50 |
|
|
|
|
| 704-08-B |
guard rail transitions (double thrie beam)
|
30.48 |
ln m |
150.00 |
4,572.00 |
165.00 |
5,029.20 |
|
|
|
|
| 704-09 |
guard rail anchor sections (turndown)
|
30.48 |
ln m |
100.00 |
3,048.00 |
130.00 |
3,962.40 |
|
|
|
|
| 711-01-D |
riprap (25 kg, 460mm thick )
|
220   |
sq m |
50.00 |
11,000.00 |
54.00 |
11,880.00 |
|
|
|
|
| 711-04 |
geotextile fabric
|
220   |
sq m |
3.00 |
660.00 |
3.00 |
660.00 |
|
|
|
|
| 713-01 |
temporary signs & barricades
|
lump |
lump |
5,000.00 |
5,000.00 |
12,000.00 |
12,000.00 |
|
|
|
|
| 727-01 |
mobilization
|
lump |
lump |
22,000.00 |
22,000.00 |
48,000.00 |
48,000.00 |
|
|
|
|
| 729-16-C |
object marker assembly (type 3)
|
8   |
ea |
70.00 |
560.00 |
80.00 |
640.00 |
|
|
|
|
| 740-01 |
construction layout
|
lump |
lump |
5,000.00 |
5,000.00 |
5,000.00 |
5,000.00 |
|
|
|
|
| 804-01-B |
precast concrete piles (350 mm)
|
225.0 |
ln m |
150.00 |
33,750.00 |
140.00 |
31,500.00 |
|
|
|
|
| 804-12 |
loading permanent piles
|
1   |
ea |
100.00 |
100.00 |
FREE |
FREE |
|
|
|
|
| 805-10-A |
bridge superstructure & substructure (60 degree
crossing - 7.3m roadway) |
4   |
span |
19,000.00 |
76,000.00 |
19,500.00 |
78,000.00 |
|
|
|
|
| S-101 |
concrete approach slabs (60 degree crossing - 7.3m
roadway) |
2   |
ea |
6,000.00 |
12,000.00 |
7,000.00 |
14,000.00 |
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
226,054.00 |
|
247,044.10 |
|
|
|
|
|