| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - SPECIALTY TRACKHOE & DOZER SERV.INC |
- 2 - F. J. BURNELL, INC. |
- 3 - BEST-YET BUILDERS, LLC |
- 4 - 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 |
8,000.00 |
8,000.00 |
75,000.00 |
75,000.00 |
20,000.00 |
20,000.00 |
22,000.00 |
22,000.00 |
| 202-02-A-01 |
removal of bridge(sta. 105+22 - 25'x 45'timber bridge)
|
1   |
EACH |
10,000.00 |
10,000.00 |
5,000.00 |
5,000.00 |
15,000.00 |
15,000.00 |
6,000.00 |
6,000.00 |
| 202-02-A-02 |
removal of bridge(sta.105+16-25'x 32'timber bridge)
|
1   |
EACH |
8,000.00 |
8,000.00 |
5,000.00 |
5,000.00 |
12,000.00 |
12,000.00 |
6,000.00 |
6,000.00 |
| 203-06 |
excavation & embankment
|
lump |
LUMP |
10,000.00 |
10,000.00 |
12,000.00 |
12,000.00 |
30,000.00 |
30,000.00 |
20,000.00 |
20,000.00 |
| 204-02 |
temporary hay or straw bales
|
40   |
EACH |
10.00 |
400.00 |
10.00 |
400.00 |
8.00 |
320.00 |
10.00 |
400.00 |
| 204-05-A |
temporary sediment check dams (hay)
|
8   |
EACH |
100.00 |
800.00 |
100.00 |
800.00 |
200.00 |
1,600.00 |
100.00 |
800.00 |
| 204-06 |
temporary silt fencing
|
700   |
LNFT |
2.00 |
1,400.00 |
1.50 |
1,050.00 |
2.00 |
1,400.00 |
3.00 |
2,100.00 |
| 302-01-A |
class ii base course( stone or asphaltic concrete)
|
134.4 |
CUYD |
60.00 |
8,064.00 |
80.00 |
10,752.00 |
50.00 |
6,720.00 |
95.00 |
12,768.00 |
| 401-02 |
aggregate surface course (adjusted vehicular
measurement) |
17   |
CUYD |
100.00 |
1,700.00 |
80.00 |
1,360.00 |
50.00 |
850.00 |
100.00 |
1,700.00 |
| 502-01 |
superpave asphaltic concrete
|
104.3 |
TON |
125.00 |
13,037.50 |
200.00 |
20,860.00 |
70.00 |
7,301.00 |
200.00 |
20,860.00 |
| 701-02-P |
cross drain pipe arch (96" equiv. cmpa)
|
180   |
LNFT |
250.00 |
45,000.00 |
275.00 |
49,500.00 |
295.00 |
53,100.00 |
320.00 |
57,600.00 |
| 711-01-C |
riprap (30 lb,14" thick)
|
447   |
SQYD |
50.00 |
22,350.00 |
40.00 |
17,880.00 |
41.82 |
18,693.54 |
70.00 |
31,290.00 |
| 711-04 |
geotextile fabric
|
447   |
SQYD |
2.00 |
894.00 |
2.00 |
894.00 |
2.36 |
1,054.92 |
5.00 |
2,235.00 |
| 712-02 |
sacked concrete revetment
|
206   |
SQYD |
60.00 |
12,360.00 |
50.00 |
10,300.00 |
60.00 |
12,360.00 |
95.00 |
19,570.00 |
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
10,000.00 |
10,000.00 |
12,000.00 |
12,000.00 |
5,000.00 |
5,000.00 |
15,000.00 |
15,000.00 |
| 726-01 |
bedding material
|
380.5 |
CUYD |
60.00 |
22,830.00 |
55.00 |
20,927.50 |
50.00 |
19,025.00 |
85.00 |
32,342.50 |
| 727-01 |
mobilization
|
lump |
LUMP |
20,000.00 |
20,000.00 |
30,000.00 |
30,000.00 |
40,000.00 |
40,000.00 |
30,000.00 |
30,000.00 |
| 729-16-B |
object marker assembly (type 2)
|
8   |
EACH |
80.00 |
640.00 |
80.00 |
640.00 |
50.00 |
400.00 |
100.00 |
800.00 |
| 740-01 |
construction layout
|
lump |
LUMP |
10,000.00 |
10,000.00 |
5,000.00 |
5,000.00 |
10,000.00 |
10,000.00 |
5,000.00 |
5,000.00 |
| 805-01-B |
class a concrete (box culvert headwalls)
|
50.85 |
CUYD |
880.00 |
44,748.00 |
900.00 |
45,765.00 |
887.63 |
45,135.98 |
1,100.00 |
55,935.00 |
| 805-12-S-01 |
reinforced concrete box culverts (8'x 8')(precast only,
astm c1433) |
188.0 |
LNFT |
500.00 |
94,000.00 |
575.00 |
108,100.00 |
925.00 |
173,900.00 |
725.00 |
136,300.00 |
| 806-01 |
deformed reinforcing steel
|
4,884   |
LB |
1.25 |
6,105.00 |
1.25 |
6,105.00 |
0.90 |
4,395.60 |
2.15 |
10,500.60 |
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
350,328.50 |
|
439,333.50 |
|
478,256.04 |
|
489,201.10 |
|
| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 5 - BLOUNT BROS. CONSTRUCTION, INC. |
- 6 - C W & W CONTRACTORS, INC. |
|
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 201-01 |
clearing & grubbing
|
lump |
LUMP |
20,000.00 |
20,000.00 |
15,000.00 |
15,000.00 |
|
|
|
|
| 202-02-A-01 |
removal of bridge(sta. 105+22 - 25'x 45'timber bridge)
|
1   |
EACH |
25,000.00 |
25,000.00 |
10,000.00 |
10,000.00 |
|
|
|
|
| 202-02-A-02 |
removal of bridge(sta.105+16-25'x 32'timber bridge)
|
1   |
EACH |
25,000.00 |
25,000.00 |
8,000.00 |
8,000.00 |
|
|
|
|
| 203-06 |
excavation & embankment
|
lump |
LUMP |
30,000.00 |
30,000.00 |
20,000.00 |
20,000.00 |
|
|
|
|
| 204-02 |
temporary hay or straw bales
|
40   |
EACH |
15.00 |
600.00 |
15.00 |
600.00 |
|
|
|
|
| 204-05-A |
temporary sediment check dams (hay)
|
8   |
EACH |
250.00 |
2,000.00 |
200.00 |
1,600.00 |
|
|
|
|
| 204-06 |
temporary silt fencing
|
700   |
LNFT |
4.00 |
2,800.00 |
3.00 |
2,100.00 |
|
|
|
|
| 302-01-A |
class ii base course( stone or asphaltic concrete)
|
134.4 |
CUYD |
60.00 |
8,064.00 |
100.00 |
13,440.00 |
|
|
|
|
| 401-02 |
aggregate surface course (adjusted vehicular
measurement) |
17   |
CUYD |
60.00 |
1,020.00 |
100.00 |
1,700.00 |
|
|
|
|
| 502-01 |
superpave asphaltic concrete
|
104.3 |
TON |
200.00 |
20,860.00 |
175.00 |
18,252.50 |
|
|
|
|
| 701-02-P |
cross drain pipe arch (96" equiv. cmpa)
|
180   |
LNFT |
300.00 |
54,000.00 |
350.00 |
63,000.00 |
|
|
|
|
| 711-01-C |
riprap (30 lb,14" thick)
|
447   |
SQYD |
60.00 |
26,820.00 |
60.00 |
26,820.00 |
|
|
|
|
| 711-04 |
geotextile fabric
|
447   |
SQYD |
3.00 |
1,341.00 |
4.00 |
1,788.00 |
|
|
|
|
| 712-02 |
sacked concrete revetment
|
206   |
SQYD |
50.00 |
10,300.00 |
65.00 |
13,390.00 |
|
|
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
20,000.00 |
20,000.00 |
15,000.00 |
15,000.00 |
|
|
|
|
| 726-01 |
bedding material
|
380.5 |
CUYD |
60.00 |
22,830.00 |
80.00 |
30,440.00 |
|
|
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
30,000.00 |
30,000.00 |
87,500.00 |
87,500.00 |
|
|
|
|
| 729-16-B |
object marker assembly (type 2)
|
8   |
EACH |
200.00 |
1,600.00 |
80.00 |
640.00 |
|
|
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
20,000.00 |
20,000.00 |
8,000.00 |
8,000.00 |
|
|
|
|
| 805-01-B |
class a concrete (box culvert headwalls)
|
50.85 |
CUYD |
1,200.00 |
61,020.00 |
900.00 |
45,765.00 |
|
|
|
|
| 805-12-S-01 |
reinforced concrete box culverts (8'x 8')(precast only,
astm c1433) |
188.0 |
LNFT |
800.00 |
150,400.00 |
800.00 |
150,400.00 |
|
|
|
|
| 806-01 |
deformed reinforcing steel
|
4,884   |
LB |
1.00 |
4,884.00 |
2.50 |
12,210.00 |
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
538,539.00 |
|
545,645.50 |
|
|
|
|
|