| Defiance County Engineer's Office |
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| DEF-TR 106-2.80
Casebeer-Miller Road Bridge Re-Bid |
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| BID
DATE: |
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Monday, March 26, 2007 |
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| Engineer's
Estimate: |
$212,923.00 |
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R.G. Zachrich
Construction |
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Defiance, OH |
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ESTIMATED |
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UNIT |
TOTAL |
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| ITEM |
DESCRIPTION |
QTY. |
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PRICE |
PRICE |
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ROADWAY |
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| 201 |
1 |
Lump |
Clearing and Grubbing |
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$ 2,000.00 |
$
2,000.00 |
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| 202 |
56 |
Foot |
Guardrail removed |
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$ 2.00 |
$
112.00 |
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| 202 |
51 |
Foot |
Pipe removed |
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$ 7.00 |
$
357.00 |
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| 203 |
166 |
CY |
Excavation |
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$ 8.75 |
$
1,452.50 |
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| 203 |
70 |
CY |
Embankment |
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$ 23.00 |
$
1,610.00 |
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| 204 |
304 |
SY |
Subgrade Compaction |
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$ 0.80 |
$
243.20 |
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| 606 |
100 |
Foot |
Guardrail, Type 5, As per plan |
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$
19.35 |
$
1,935.00 |
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| 606 |
4 |
Each |
Bridge Terminal Assembly, Type 4 |
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$ 640.00 |
$
2,560.00 |
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| 606 |
4 |
Each |
Type A Anchor Assembly |
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$ 980.00 |
$
3,920.00 |
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EROSION CONTROL |
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| 601 |
29 |
CY |
Rock Channel Protection, Type B with filter |
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$ 67.00 |
$
1,943.00 |
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| 832 |
1 |
Lump |
Erosion Control |
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$ 3,000.00 |
$
3,000.00 |
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| 659 |
468 |
SY |
Seeding and Mulching |
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$ 4.20 |
$
1,965.60 |
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| 659 |
0.04 |
Ton |
Commercial Fertilizer |
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$
472.50 |
$ 18.90 |
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| 659 |
1 |
M Gallon |
Water |
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$ 1.00 |
$ 1.00 |
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DRAINAGE |
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| 603 |
50 |
Foot |
6" Conduit, Type F |
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$ 4.00 |
$
200.00 |
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| 603 |
50 |
Foot |
8" Conduit, Type F |
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$ 6.00 |
$
300.00 |
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| 603 |
50 |
Foot |
10" Conduit, Type F |
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$ 8.00 |
$
400.00 |
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| 603 |
60 |
Foot |
12" Conduit, Type C |
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$ 10.00 |
$
600.00 |
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| 603 |
50 |
Foot |
12" Conduit, Type F |
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$ 10.00 |
$
500.00 |
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PAVEMENT |
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| 304 |
223 |
Tons |
Aggregate Base |
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$ 23.00 |
$
5,129.00 |
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| 408 |
79 |
Gallon |
Prime Coat |
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$ 2.00 |
$
158.00 |
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| 411 |
11 |
Tons |
Stabilized Crushed Aggregate |
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$ 37.00 |
$
407.00 |
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| 448 |
16 |
Tons |
Asphalt Concrete Surface Course, Type 1, PG64-22 |
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$ 173.00 |
$
2,768.00 |
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| 448 |
22 |
Tons |
Asphalt Concrete Intermediate Course, Type 1, PG64-22 |
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$ 173.00 |
$
3,806.00 |
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STRUCTURE |
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| 202 |
1 |
Lump |
Structure Removed |
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$ 6,500.00 |
$
6,500.00 |
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| 503 |
1 |
Lump |
Unclassified Excavation |
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$ 1,000.00 |
$
1,000.00 |
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| Special |
8 |
Each |
FRP Box Beam Bridge Member |
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$11,336.74 |
$
90,693.92 |
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| Special |
32 |
CY |
Lightweight Concrete |
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$ 243.00 |
$
7,776.00 |
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| Special |
1 |
Lump |
FRP Rebar |
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$12,500.00 |
$
12,500.00 |
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| 704 |
1021 |
Each |
Splitface Concrete Masonry Block |
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$ 4.55 |
$
4,645.55 |
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| 704 |
575 |
Each |
Solid Concrete Masonry Block |
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$ 6.23 |
$
3,582.25 |
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| Special |
1688 |
SY |
High Strength Woven Polypropylene Fabric |
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$ 3.50 |
$
5,908.00 |
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| Special |
222 |
SY |
Medium Strength Woven Polypropylene Fabric |
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$ 6.19 |
$
1,374.18 |
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| 203 |
311 |
CY |
Granular Embankment #89 Stone |
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$
54.25 |
$
16,871.75 |
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| 203 |
25 |
CY |
Granular Embankment #304 Stone |
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$
54.25 |
$
1,356.25 |
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| 511 |
3.89 |
CY |
Class C Concrete, As Per Plan |
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$ 400.00 |
$
1,556.00 |
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| Special |
1 |
Lump |
Beam Seat Construction |
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$ 534.00 |
$
534.00 |
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| 517 |
50 |
Foot |
Railing (Deep Beam Rail with
Steel Tubular Backup & Type 2 Steel Post and Anchor Bolt |
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$
52.75 |
$
2,637.50 |
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TRAFFIC CONTROL |
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| 626 |
8 |
Each |
Barrier Reflector |
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$ 7.85 |
$ 62.80 |
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MAINTENANCE OF TRAFFIC |
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| 614 |
1 |
Lump |
Maintaining Traffic |
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$ 2,000.00 |
$
2,000.00 |
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| 623 |
1 |
Lump |
Construction Layout Stakes |
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$ 1,600.00 |
$
1,600.00 |
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| 624 |
1 |
Lump |
Mobilization |
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$ 4,500.00 |
$
4,500.00 |
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Total |
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$
200,484.40 |
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