| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 -
TRAYLOR BRO/MASSMAN CONST A JT VENT |
- 2 -
ROSIEK CONSTRUCTION CO INC |
|
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 713-01 |
temporary signs and barricades
|
lump |
LUMP |
1,000.00 |
1,000.00 |
10,000.00 |
10,000.00 |
|
|
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
2,000,000.00 |
2,000,000.00 |
2,080,000.00 |
2,080,000.00 |
|
|
|
|
| 730-09 |
electrical system
|
lump |
LUMP |
80,000.00 |
80,000.00 |
80,000.00 |
80,000.00 |
|
|
|
|
| 744-01 |
traffic control management
|
lump |
LUMP |
1,000.00 |
1,000.00 |
150,000.00 |
150,000.00 |
|
|
|
|
| 805-02-E |
class a(m) concrete (piers)
|
1,271.18 |
CUYD |
1,800.00 |
2,288,124.00 |
1,772.00 |
2,252,530.96 |
|
|
|
|
| 805-03 |
class aa concrete
|
1,177.65 |
CUYD |
1,100.00 |
1,295,415.00 |
1,600.00 |
1,884,240.00 |
|
|
|
|
| 806-01 |
deformed reinforcing steel
|
597,213 |
LB |
1.00 |
597,213.00 |
1.00 |
597,213.00 |
|
|
|
|
| 807-06 |
structural metalwork
|
lump |
LUMP |
3,278,000.00 |
3,278,000.00 |
4,100,000.00 |
4,100,000.00 |
|
|
|
|
| 810-01-A |
concrete railing (barrier)
|
1,740.00 |
LNFT |
35.00 |
60,900.00 |
73.00 |
127,020.00 |
|
|
|
|
| S-007 |
resident engineers, housing allowance
|
lump |
LUMP |
60,000.00 |
60,000.00 |
54,000.00 |
54,000.00 |
|
|
|
|
| S-106 |
modular expansion joint (9 1/2")
|
80.00 |
LNFT |
1,350.00 |
108,000.00 |
1,000.00 |
80,000.00 |
|
|
|
|
| S-109 |
clearance gauges
|
2 |
EACH |
5,000.00 |
10,000.00 |
5,000.00 |
10,000.00 |
|
|
|
|
| S-112 |
construction site survey
|
lump |
LUMP |
1,000.00 |
1,000.00 |
230,000.00 |
230,000.00 |
|
|
|
|
| S-113 |
vibration monitoring
|
lump |
LUMP |
45,000.00 |
45,000.00 |
50,000.00 |
50,000.00 |
|
|
|
|
| S-115 |
pot bearing (expansion)
|
8 |
EACH |
12,000.00 |
96,000.00 |
2,500.00 |
20,000.00 |
|
|
|
|
| S-116 |
pot bearing (fixed)
|
8 |
EACH |
14,000.00 |
112,000.00 |
3,500.00 |
28,000.00 |
|
|
|
|
| | SUBTOTAL GENERAL |
|
|
|
10,033,652.00 |
|
11,753,003.96 |
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| ALTERNATE D |
precast concrete piles
|
|
|
|
|
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| ALTERNATE D1 |
precast concrete piles (54") (alt. d1)
|
|
|
|
|
|
|
|
|
|
|
| 804-01-I-01 |
precast concrete piles (54") (alt. d1)
|
9,752.0 |
LNFT |
0.00 |
0.00 |
0.00 |
0.00 |
|
|
|
|
| 805-02-D-01 |
class a(m) concrete (footings) (alt. d1)
|
3,012.01 |
CUYD |
0.00 |
0.00 |
0.00 |
0.00 |
|
|
|
|
| 806-01-A |
deformed reinforcing steel (alt. d1)
|
519,664 |
LB |
0.00 |
0.00 |
0.00 |
0.00 |
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| ALTERNATE D2 |
precast concrete piles (30") (alt. d2)
|
|
|
|
|
|
|
|
|
|
|
| 804-01-G-01 |
precast concrete piles (30") (alt. d2)
|
20,608.0 |
LNFT |
250.00 |
5,152,000.00 |
200.00 |
4,121,600.00 |
|
|
|
|
| 805-02-D-02 |
class a(m) concrete (footings) (alt. d2)
|
2,302.67 |
CUYD |
2,000.00 |
4,605,340.00 |
2,000.00 |
4,605,340.00 |
|
|
|
|
| 806-01-B |
deformed reinforcing steel (alt. d2)
|
412,767 |
LB |
1.00 |
412,767.00 |
1.00 |
412,767.00 |
|
|
|
|
| | SUBTOTAL ALT D2 |
|
|
|
10,170,107.00 |
|
9,139,707.00 |
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
20,203,759.00 |
|
20,892,710.96 |
|
|
|
|
|
