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Office Engineer
200 . BRZ-4800(211) , MARSHALL
THE PRINCIPAL ITEMS OF WORK ARE APPROXIMATELY AS FOLLOWS:
COUNTY: MARSHALL
WORKING DAYS: 75
for constructing the Bridge Replacement and Approaches on CR-3 (Douglas-Hyatt Road) over Big Branch in Horton. Length 0.042 mi.The Bracket Ranges shown herein are to provide general financial information to Contractors and Bonding Companies concerning a Project's complexity and size only. THESE BRACKETS SHOULD NOT BE USED IN PREPARING A BID, NOR WILL THESE BRACKETS HAVE ANY BEARING ON THE DECISION TO AWARD ANY CONTRACT.
BRACKET ESTIMATE: $276,793 TO $338,302
THE PRINCIPAL ITEMS OF WORK ARE APPROXIMATELY AS FOLLOWS:
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 206A000 | 1 | LS | Removal Of Old Bridge Station 4+83 | |
| 210A000 | 512 | CUYD | Unclassified Excavation | |
| 210D000 | 580 | CUYD | Borrow Excavation | |
| 301A012 | 480 | SQYD | CABC Type B Plant Mix 6" Thick | |
| 424A340 | 38 | TON | Superpave Wrg Surf 1/2" ESAL A/B | |
| 424B636 | 47 | TON | Superpave Upr Bndr Lay 1" Esal A/B | |
| 430B043 | 26 | TON | Agg Surf (1" Down, Crusher Run) | |
| 502A000 | 31735 | LB | Steel Reinforcement | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. STA 4+65 (APPROX. 16,415 LBS.) | |
| 506A005 | 15 | LF | Drilled Shaft Excavation 3'-6" Dia | |
| 506B002 | 20 | LF | Special Drilled Shaft Excav 3'-6" Dia | |
| 506C041 | 35 | LF | Drilled Shaft Const 3'-6" Dia Cl DS1 | |
| 506G001 | 4 | EACH | Crosshole Sonic Logging 3'-6" Dia | |
| 508A000 | 1176 | LB | Structural Steel | |
| 510A000 | 50 | CUYD | Bridge Substructure Concrete Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure STA. 4+65 (APPROX. 65 CU. YDS.) | |
| 510E000 | 202 | SQYD | Grooving Concrete Bridge Decks | |
| 511A052 | 8 | EACH | Elastomeric Bearing Type 2 (Mark B3) | |
| 513B005 | 270 | LF | Pre-Ten/Stress Conc Girder Ty III Spec | |
| 600A000 | 1 | LS | Mobilization | |
| 610C001 | 660 | TON | Loose Riprap Class 2 | |
| 610D003 | 745 | SQYD | Filter Blanket Geotextile | |
| 630A001 | 50 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C003 | 4 | EACH | Guardrail End Anchor, Type 13 | |
| 630C070 | 4 | EACH | Guardrail End Anchor, Type 10 Series | |
| 652A100 | 1 | ACRE | Seeding | |
| 656A010 | 1 | ACRE | Mulching | |
| 665A000 | 1 | ACRE | Temporary Seeding | |
| 665B001 | 3 | TON | Temporary Mulching | |
| 665F000 | 50 | EACH | Hay Bales | |
| 665J002 | 360 | LF | Silt Fence | |
| 665O001 | 360 | LF | Silt Fence Removal | |
| 665Q002 | 250 | LF | Wattle | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 6,000) | |
| 740B000 | 146 | SQFT | Construction Signs | |
| 740F002 | 8 | EACH | Barricades, Type III | |
| 740I002 | 2 | EACH | Warning Lights, Type B |