|
COUNTY:
TUSCALOOSA
WORKING DAYS: 125 |
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: $940,000 TO $1,150,000
THE PRINCIPAL ITEMS OF WORK ARE APPROXIMATELY AS FOLLOWS:
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4000.00 Per Acre) (Approx. 2 Acres) | |
| 206A000 | 1 | LS | Removal Of Old Bridge, Station 24+99.10 | |
| 206A001 | 1 | LS | Removal Of Old Bridge, Station 13+41.69 | |
| 210A000 | 2170 | CUYD | Unclassified Excavation | |
| 502A001 | 27570 | LB | Steel Reinforcement (Grade 60) | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 24+50.00, Approx. 40578 LBS. | |
| 505A032 | 2 | EACH | Steel Test Piles HP 12x53 Max Bid 2000 | |
| 505A037 | 2 | EACH | Steel Test Piles HP 14x89 Max Bid 2000 | |
| 505B102 | 2 | EACH | Static Load Tests HP 12x53 Max Bid 2000 | |
| 505B107 | 2 | EACH | Static Load Tests HP 14x89 Max Bid 2000 | |
| 505M002 | 1318 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 505M005 | 1018 | LF | Steel Piling Furnish/Drive HP 14x89 | |
| 507A000 | 2 | EACH | Wire Rope Abutment Anchor Assembly | |
| 508A000 | 7686 | LB | Structural Steel | |
| 510A000 | 187 | CUYD | Bridge Substructure Concrete, Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure Station 24+50.00, Approx. 160 CY | |
| 510E000 | 419 | SQYD | Grooving Concrete Bridge Decks | |
| 511A000 | 44 | EACH | Elastomeric Bearing Type 1 | |
| 511A050 | 32 | EACH | Elastomeric Bearing Type 2 (Mark B1) | |
| 512A014 | 2 | EACH | Precast Abut Caps,2'-0"x1'-8"x33'-0" | |
| 512B018 | 2 | EACH | Pre Int Bent Caps,2'-2" x 2'x 31'-6" | |
| 512C017 | 18 | EACH | Precast Conc Ty 1 3'6"x2'x39' 11 3/4" | |
| 512C025 | 6 | EACH | Precast Conc Ty 2C 3'6"x2'x39'-11 3/4" | |
| 512D025 | 2 | EACH | Precast Conc Bar Rail Interm Sec 39'11"L | |
| 512D030 | 4 | EACH | Pre Conc Bar Rail End Sect 39'-11 3/8" | |
| 512E002 | 24 | EACH | Precast Conc Abutment Panel Type A3 | |
| 512F002 | 12 | EACH | Precast Concrete Wing Panels, Type W3 | |
| 512G000 | 4 | EACH | Precast Conc Abut Wing Cap Panels | |
| 513B003 | 616 | LF | Pre-Ten/Stress Conc Girder Ty I Spec | |
| 600A000 | 1 | LS | Mobilization | |
| 610C001 | 1610 | TON | Loose Riprap, Class 2 | |
| 610D000 | 1270 | SQYD | Filter Blanket | |
| 630A001 | 100 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C003 | 8 | EACH | Guardrail End Anchor, Type 13 | |
| 630C070 | 8 | EACH | Guardrail End Anchor, Type 10 Series | |
| 652A100 | 2 | ACRE | Seeding | |
| 656A010 | 2 | ACRE | Mulching | |
| 665J002 | 1280 | LF | Silt Fence | |
| 665Q002 | 240 | LF | Wattle | |
| 680A000 | 1 | LS | Engineering Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 27,500.00) | |
| 740B000 | 40 | SQFT | Construction Signs | |
| 740F002 | 8 | EACH | Barricades, Type III | |
| 740I005 | 4 | EACH | Warning Lights, Type B (Detachable Head) |