| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - D & J CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 202-01 |
removal of structures & obstructions
|
lump |
LUMP |
20,000.00 |
20,000.00 |
25,000.00 |
25,000.00 |
|
|
|
|
| 202-02-D |
removal of concrete walks & drives
|
322   |
SQYD |
10.00 |
3,220.00 |
15.00 |
4,830.00 |
|
|
|
|
| 202-02-H |
removal of guard rail
|
273   |
LNFT |
10.00 |
2,730.00 |
5.00 |
1,365.00 |
|
|
|
|
| 203-08 |
borrow (vehicular measurement)
|
350   |
CUYD |
50.00 |
17,500.00 |
28.00 |
9,800.00 |
|
|
|
|
| 401-02 |
aggregate surface course (adjusted vehicular
measurement) |
205   |
CUYD |
16.00 |
3,280.00 |
36.00 |
7,380.00 |
|
|
|
|
| 402-01 |
traffic maintenance aggregate (vehicular measurement)
|
600.0 |
CUYD |
5.00 |
3,000.00 |
33.00 |
19,800.00 |
|
|
|
|
| 502-01 |
superpave asphaltic concrete
|
14,983.0 |
TON |
59.75 |
895,234.25 |
66.00 |
988,878.00 |
|
|
|
|
| 502-01-A |
superpave asphaltic concrete, drives, turnouts, and
miscellaneous |
278.1 |
TON |
59.75 |
16,616.47 |
125.00 |
34,762.50 |
|
|
|
|
| 509-01 |
cold planing asphaltic pavement
|
61,412   |
SQYD |
2.00 |
122,824.00 |
2.00 |
122,824.00 |
|
|
|
|
| 509-02 |
contractor retained reclaimed asphaltic pavement
|
- 2,984   |
CUYD |
0.01 |
- 29.84 |
0.10 |
- 298.40 |
|
|
|
|
| 701-10-I |
reinforced concrete pipe (extension)(24")
|
12   |
LNFT |
100.00 |
1,200.00 |
142.00 |
1,704.00 |
|
|
|
|
| 701-15 |
concrete collar
|
2   |
EACH |
500.00 |
1,000.00 |
1,500.00 |
3,000.00 |
|
|
|
|
| 704-03 |
blocked out guard rail
|
962.6 |
LNFT |
15.00 |
14,439.00 |
22.00 |
21,177.20 |
|
|
|
|
| 704-07-A |
guard rail bridge attachments (single thrie beam)
|
96.0 |
LNFT |
38.00 |
3,648.00 |
54.00 |
5,184.00 |
|
|
|
|
| 704-08-B |
guard rail transitions (double thrie beam)
|
100.0 |
LNFT |
44.00 |
4,400.00 |
62.00 |
6,200.00 |
|
|
|
|
| 704-11-A |
guard rail end treatment (flared)
|
4   |
EACH |
1,800.00 |
7,200.00 |
2,600.00 |
10,400.00 |
|
|
|
|
| 706-02-C |
concrete drive (6" thick)
|
199.2 |
SQYD |
42.00 |
8,366.40 |
72.00 |
14,342.40 |
|
|
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
75,000.00 |
75,000.00 |
16,000.00 |
16,000.00 |
|
|
|
|
| 713-04-A |
temporary pavement markings (broken line)(4" width)(4'
length) |
9.482 |
MILE |
175.00 |
1,659.35 |
177.00 |
1,678.31 |
|
|
|
|
| 713-04-B |
temporary pavement markings (broken line)(4" width)
(10' length) |
9.282 |
MILE |
1.00 |
9.28 |
350.00 |
3,248.70 |
|
|
|
|
| 713-05-A |
temporary pavement markings (solid line)(4" width)
|
21.462 |
MILE |
1.00 |
21.46 |
712.00 |
15,280.94 |
|
|
|
|
| 716-01-A |
mulch (vegetative)
|
4.60 |
ACRE |
650.00 |
2,990.00 |
925.00 |
4,255.00 |
|
|
|
|
| 717-01 |
seeding
|
207   |
LB |
7.00 |
1,449.00 |
10.00 |
2,070.00 |
|
|
|
|
| 718-01 |
fertilizer
|
4,600   |
LB |
0.50 |
2,300.00 |
0.71 |
3,266.00 |
|
|
|
|
| 722-01 |
project site laboratory
|
1   |
EACH |
10,000.00 |
10,000.00 |
15,000.00 |
15,000.00 |
|
|
|
|
| 726-01 |
bedding material
|
5.6 |
CUYD |
72.00 |
403.20 |
65.00 |
364.00 |
|
|
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
125,000.00 |
125,000.00 |
60,000.00 |
60,000.00 |
|
|
|
|
| 729-16-C |
object marker assembly (type 3)
|
4   |
EACH |
70.00 |
280.00 |
100.00 |
400.00 |
|
|
|
|
| 731-02 |
reflectorized raised pavement markers
|
651   |
EACH |
7.50 |
4,882.50 |
7.00 |
4,557.00 |
|
|
|
|
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
10.731 |
MILE |
2,200.00 |
23,608.20 |
2,700.00 |
28,973.70 |
|
|
|
|
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
4.641 |
MILE |
1,200.00 |
5,569.20 |
1,000.00 |
4,641.00 |
|
|
|
|
| 735-01 |
mailboxes
|
10   |
EACH |
1.00 |
10.00 |
15.00 |
150.00 |
|
|
|
|
| 735-02 |
mailbox supports (single)
|
8   |
EACH |
125.00 |
1,000.00 |
150.00 |
1,200.00 |
|
|
|
|
| 735-03 |
mailbox supports (double)
|
1   |
EACH |
175.00 |
175.00 |
500.00 |
500.00 |
|
|
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
18,000.00 |
18,000.00 |
12,000.00 |
12,000.00 |
|
|
|
|
| 744-01 |
traffic control management
|
lump |
LUMP |
25,000.00 |
25,000.00 |
1,000.00 |
1,000.00 |
|
|
|
|
| S-001 |
cement treated base course (12 inch depth)
|
80,912   |
SQYD |
6.10 |
493,563.20 |
6.50 |
525,928.00 |
|
|
|
|
| S-002 |
cleaning existing ditches
|
150   |
LNFT |
10.00 |
1,500.00 |
15.00 |
2,250.00 |
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
1,917,048.67 |
|
1,979,111.35 |
|
|
|
|
|