| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - DENTON-JAMES LLC |
- 2 - MCMANUS CONSTRUCTION, INC. |
CIRCLE, INC. |
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 202-01 |
removal of structures & obstructions
|
lump |
LUMP |
5,000.00 |
5,000.00 |
30,000.00 |
30,000.00 |
3,679.32 |
3,679.32 |
|
|
| 202-02-B-01 |
removal of concrete box culverts(sta. 23 + 15;
2-5'x5'x44') |
1   |
EACH |
20,000.00 |
20,000.00 |
10,000.00 |
10,000.00 |
14,000.00 |
14,000.00 |
|
|
| 202-02-B-02 |
removal of concrete box culverts(sta. 33 + 17;
4'x6'x44') |
1   |
EACH |
20,000.00 |
20,000.00 |
12,000.00 |
12,000.00 |
12,400.00 |
12,400.00 |
|
|
| 202-02-C |
removal of portland cement concrete pavement
|
6,443   |
SQYD |
5.00 |
32,215.00 |
8.00 |
51,544.00 |
8.00 |
51,544.00 |
|
|
| 202-02-D |
removal of concrete walks & drives
|
580   |
SQYD |
8.00 |
4,640.00 |
8.00 |
4,640.00 |
7.70 |
4,466.00 |
|
|
| 202-02-G |
removal of surfacing & stabilized base
|
447.1 |
SQYD |
6.00 |
2,682.60 |
8.00 |
3,576.80 |
8.50 |
3,800.35 |
|
|
| 203-06 |
excavation & embankment
|
lump |
LUMP |
70,000.00 |
70,000.00 |
65,000.00 |
65,000.00 |
49,000.00 |
49,000.00 |
|
|
| 204-05-A |
temporary sediment check dams (hay)
|
18   |
EACH |
100.00 |
1,800.00 |
600.00 |
10,800.00 |
150.00 |
2,700.00 |
|
|
| 204-06 |
temporary silt fencing
|
800   |
LNFT |
1.50 |
1,200.00 |
5.00 |
4,000.00 |
2.05 |
1,640.00 |
|
|
| 302-02-E |
class ii base course (8" thick)
|
12,428.5 |
SQYD |
15.00 |
186,427.50 |
14.00 |
173,999.00 |
16.00 |
198,856.00 |
|
|
| 304-05 |
lime treatment (type e)
|
116.01 |
TON |
260.00 |
30,162.60 |
295.00 |
34,222.95 |
150.00 |
17,401.50 |
|
|
| 402-01 |
traffic maintenance aggregate (vehicular measurement)
|
200.0 |
CUYD |
55.00 |
11,000.00 |
58.00 |
11,600.00 |
51.00 |
10,200.00 |
|
|
| 601-01-G |
portland cement concrete pavement (8" thick)
|
11,828.3 |
SQYD |
42.00 |
496,788.60 |
49.00 |
579,586.70 |
42.00 |
496,788.60 |
|
|
| 601-04 |
portland cement concrete pavement coring
|
15   |
EACH |
110.00 |
1,650.00 |
400.00 |
6,000.00 |
40.00 |
600.00 |
|
|
| 701-05-G |
side drain pipe (18")
|
44   |
LNFT |
56.00 |
2,464.00 |
68.00 |
2,992.00 |
54.00 |
2,376.00 |
|
|
| 701-05-I |
side drain pipe (24")
|
32   |
LNFT |
64.00 |
2,048.00 |
93.00 |
2,976.00 |
60.00 |
1,920.00 |
|
|
| 701-05-K |
side drain pipe (30")
|
80   |
LNFT |
70.00 |
5,600.00 |
105.00 |
8,400.00 |
65.00 |
5,200.00 |
|
|
| 702-01 |
junction boxes
|
1   |
EACH |
3,000.00 |
3,000.00 |
4,500.00 |
4,500.00 |
6,300.00 |
6,300.00 |
|
|
| 702-03-A |
catch basins (cb-01)
|
1   |
EACH |
3,000.00 |
3,000.00 |
2,400.00 |
2,400.00 |
2,400.00 |
2,400.00 |
|
|
| 706-02-C |
concrete drive (6" thick)
|
707.2 |
SQYD |
45.00 |
31,824.00 |
42.00 |
29,702.40 |
64.00 |
45,260.80 |
|
|
| 707-01 |
concrete curb
|
5,378.4 |
LNFT |
7.00 |
37,648.80 |
18.00 |
96,811.20 |
10.00 |
53,784.00 |
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
32,000.00 |
32,000.00 |
40,000.00 |
40,000.00 |
138,000.00 |
138,000.00 |
|
|
| 713-04-B |
temporary pavement markings (broken line)(4" width)
(10' length) |
0.833 |
MILE |
320.00 |
266.56 |
1,500.00 |
1,249.50 |
400.00 |
333.20 |
|
|
| 713-05-A |
temporary pavement markings (solid line)(4" width)
|
1.812 |
MILE |
610.00 |
1,105.32 |
1,500.00 |
2,718.00 |
765.00 |
1,386.18 |
|
|
| 713-06-A |
temporary pavement legends and symbols (arrow)
|
12   |
EACH |
60.00 |
720.00 |
1,800.00 |
21,600.00 |
68.00 |
816.00 |
|
|
| 717-01 |
seeding
|
105   |
LB |
10.00 |
1,050.00 |
25.00 |
2,625.00 |
11.00 |
1,155.00 |
|
|
| 718-01 |
fertilizer
|
1,750   |
LB |
0.50 |
875.00 |
1.00 |
1,750.00 |
0.25 |
437.50 |
|
|
| 722-01 |
project site laboratory
|
1   |
EACH |
4,000.00 |
4,000.00 |
10,000.00 |
10,000.00 |
6,400.00 |
6,400.00 |
|
|
| 726-01 |
bedding material
|
26.7 |
CUYD |
50.00 |
1,335.00 |
75.00 |
2,002.50 |
49.00 |
1,308.30 |
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
150,000.00 |
150,000.00 |
150,000.00 |
150,000.00 |
82,000.00 |
82,000.00 |
|
|
| 731-02 |
reflectorized raised pavement markers
|
179   |
EACH |
6.00 |
1,074.00 |
7.00 |
1,253.00 |
6.00 |
1,074.00 |
|
|
| 732-01-C |
plastic pavement striping (8" width)
|
200   |
LNFT |
1.00 |
200.00 |
2.00 |
400.00 |
1.10 |
220.00 |
|
|
| 732-01-D |
plastic pavement striping (12" width)
|
10   |
LNFT |
1.60 |
16.00 |
4.00 |
40.00 |
2.00 |
20.00 |
|
|
| 732-01-E |
plastic pavement striping (24" width)
|
375   |
LNFT |
3.20 |
1,200.00 |
4.00 |
1,500.00 |
4.00 |
1,500.00 |
|
|
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
1.812 |
MILE |
2,200.00 |
3,986.40 |
2,300.00 |
4,167.60 |
2,600.00 |
4,711.20 |
|
|
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
0.833 |
MILE |
700.00 |
583.10 |
900.00 |
749.70 |
850.00 |
708.05 |
|
|
| 732-04-A |
plastic pavement legends & symbols (arrow)
|
12   |
EACH |
130.00 |
1,560.00 |
220.00 |
2,640.00 |
157.00 |
1,884.00 |
|
|
| 735-01 |
mailboxes
|
1   |
EACH |
1.00 |
1.00 |
500.00 |
500.00 |
180.00 |
180.00 |
|
|
| 735-02 |
mailbox supports (single)
|
1   |
EACH |
200.00 |
200.00 |
500.00 |
500.00 |
100.00 |
100.00 |
|
|
| 739-01 |
hydro-seeding
|
1.75 |
ACRE |
1,200.00 |
2,100.00 |
2,500.00 |
4,375.00 |
1,400.00 |
2,450.00 |
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
30,000.00 |
30,000.00 |
35,000.00 |
35,000.00 |
57,500.00 |
57,500.00 |
|
|
| 744-01 |
traffic control management
|
lump |
LUMP |
5,000.00 |
5,000.00 |
3,978.65 |
3,978.65 |
6,300.00 |
6,300.00 |
|
|
| S-001 |
pre-cast arch bridge span (sta. 23 + 15; 14'x6'x56')
|
1   |
EACH |
130,000.00 |
130,000.00 |
112,000.00 |
112,000.00 |
100,000.00 |
100,000.00 |
|
|
| S-002 |
pre-cast arch bridge span (sta. 33 + 17; 12'x6'x56')
|
1   |
EACH |
100,000.00 |
100,000.00 |
109,000.00 |
109,000.00 |
97,000.00 |
97,000.00 |
|
|
| S-003 |
paved gutter drain
|
34   |
EACH |
2,300.00 |
78,200.00 |
1,000.00 |
34,000.00 |
2,800.00 |
95,200.00 |
|
|
| S-004 |
double paved gutter drain
|
6   |
EACH |
3,700.00 |
22,200.00 |
2,200.00 |
13,200.00 |
5,000.00 |
30,000.00 |
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
1,536,823.48 |
|
1,700,000.00 |
|
IRREGULAR |
|
|
|