| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - JACK B. HARPER CONTRACTOR, INC. |
- 2 - ALPHA SERVICE AND PRODUCTS, INC. |
MASTEC NORTH AMERICA INC |
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 202-02-H |
removal of guard rail
|
445   |
LNFT |
2.50 |
1,112.50 |
3.00 |
1,335.00 |
3.00 |
1,335.00 |
|
|
| 202-02-I |
removing existing sign
|
29   |
EACH |
94.00 |
2,726.00 |
90.00 |
2,610.00 |
90.00 |
2,610.00 |
|
|
| 202-02-J |
removing existing sign supports
|
21   |
EACH |
187.00 |
3,927.00 |
110.00 |
2,310.00 |
300.00 |
6,300.00 |
|
|
| 202-02-K |
removing existing sign and u-channel post
|
6   |
EACH |
62.00 |
372.00 |
50.00 |
300.00 |
100.00 |
600.00 |
|
|
| 202-02-L |
remove truss and footing
|
2   |
EACH |
4,300.00 |
8,600.00 |
2,500.00 |
5,000.00 |
2,300.00 |
4,600.00 |
|
|
| 203-08 |
borrow (vehicular measurement)
|
79   |
CUYD |
15.00 |
1,185.00 |
30.00 |
2,370.00 |
50.00 |
3,950.00 |
|
|
| 502-03-D |
superpave asphaltic concrete (__4" thick)
|
10   |
SQYD |
138.00 |
1,380.00 |
95.00 |
950.00 |
275.00 |
2,750.00 |
|
|
| 704-01-C |
guard rail (double thrie beam)(3'-1 1/2" post spacing)
|
375.0 |
LNFT |
50.00 |
18,750.00 |
33.00 |
12,375.00 |
43.00 |
16,125.00 |
|
|
| 704-03 |
blocked out guard rail
|
581.3 |
LNFT |
19.00 |
11,044.70 |
14.00 |
8,138.20 |
17.00 |
9,882.10 |
|
|
| 704-06-A |
guard rail anchor sections (trailing end)(single thrie
beam) |
68.8 |
LNFT |
22.00 |
1,513.60 |
74.00 |
5,091.20 |
88.00 |
6,054.40 |
|
|
| 704-11-A |
guard rail end treatment (flared)
|
10   |
EACH |
1,500.00 |
15,000.00 |
1,500.00 |
15,000.00 |
1,900.00 |
19,000.00 |
|
|
| 706-03-A |
incidental concrete paving (4 " thick)
|
2,282.8 |
SQYD |
25.00 |
57,070.00 |
32.50 |
74,191.00 |
30.00 |
68,484.00 |
|
|
| 706-03-C |
incidental concrete paving (6 " thick)
|
33.6 |
SQYD |
131.00 |
4,401.60 |
50.00 |
1,680.00 |
130.00 |
4,368.00 |
|
|
| 713-01 |
temporary signs and barricardes
|
lump |
LUMP |
3,700.00 |
3,700.00 |
20,000.00 |
20,000.00 |
21,000.00 |
21,000.00 |
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
26,840.00 |
26,840.00 |
35,000.00 |
35,000.00 |
20,000.00 |
20,000.00 |
|
|
| 729-01 |
sign (type a)
|
368.3 |
SQFT |
14.00 |
5,156.20 |
18.00 |
6,629.40 |
12.70 |
4,677.41 |
|
|
| 729-04 |
sign (type d)
|
687.5 |
SQFT |
14.00 |
9,625.00 |
20.00 |
13,750.00 |
17.60 |
12,100.00 |
|
|
| 729-05 |
sign (type e)
|
278.0 |
SQFT |
21.00 |
5,838.00 |
21.00 |
5,838.00 |
16.60 |
4,614.80 |
|
|
| 729-06 |
sign (overhead mounted)
|
2,330.0 |
SQFT |
17.00 |
39,610.00 |
19.00 |
44,270.00 |
12.00 |
27,960.00 |
|
|
| 729-08-B |
mounting (3 1/2" post)
|
18   |
EACH |
514.00 |
9,252.00 |
650.00 |
11,700.00 |
690.00 |
12,420.00 |
|
|
| 729-08-F |
mounting (w6 x 12)
|
14   |
EACH |
681.00 |
9,534.00 |
700.00 |
9,800.00 |
815.00 |
11,410.00 |
|
|
| 729-08-H |
mounting (w8 x 24)
|
2   |
EACH |
1,100.00 |
2,200.00 |
1,350.00 |
2,700.00 |
1,200.00 |
2,400.00 |
|
|
| 729-08-I |
mounting (w10 x 33)
|
3   |
EACH |
1,594.00 |
4,782.00 |
1,800.00 |
5,400.00 |
1,700.00 |
5,100.00 |
|
|
| 729-09-A |
mounting (overhead truss)(ground mounted)(90' span)
|
2   |
EACH |
44,300.00 |
88,600.00 |
56,500.00 |
113,000.00 |
30,000.00 |
60,000.00 |
|
|
| 729-09-B |
mounting (overhead truss)(ground mounted)(102' span)
|
1   |
EACH |
46,200.00 |
46,200.00 |
59,500.00 |
59,500.00 |
36,000.00 |
36,000.00 |
|
|
| 729-11 |
mounting (overhead cantilever)(ground mounted)
|
4   |
EACH |
20,600.00 |
82,400.00 |
26,500.00 |
106,000.00 |
14,000.00 |
56,000.00 |
|
|
| 729-16-C |
object marker assembly (type 3)
|
20   |
EACH |
75.00 |
1,500.00 |
65.00 |
1,300.00 |
85.00 |
1,700.00 |
|
|
| 729-17 |
milepost assembly (ground mounted)
|
8   |
ea |
96.00 |
768.00 |
190.00 |
1,520.00 |
190.00 |
1,520.00 |
|
|
| 729-20-A |
footings for overhead mountings (truss)
|
6   |
EACH |
10,600.00 |
63,600.00 |
12,000.00 |
72,000.00 |
12,250.00 |
73,500.00 |
|
|
| 729-20-B |
footings for overhead mountings (cantilevers)
|
4   |
EACH |
10,600.00 |
42,400.00 |
12,900.00 |
51,600.00 |
12,250.00 |
49,000.00 |
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
200.00 |
200.00 |
6,000.00 |
6,000.00 |
2,000.00 |
2,000.00 |
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
569,287.60 |
|
697,357.80 |
|
IRREGULAR |
|
|
|