COUNTY: SUMTER
WORKING DAYS: 45
for constructing the Bridge Replacement (Precast) (Grade, Drain, Base, and Pave) on Hopkins Street over Unnamed Tributary in Livingston. Length 0.056 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: $226,846 TO $277,256
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4000.00 Per Acre)(Approximately 1 Acre) | |
| 206B000 | 1 | LS | Removal Of Old Box Culvert Station 2+46 | |
| 210A000 | 437 | CUYD | Unclassified Excavation | |
| 210D001 | 396 | CUYD | Borrow Excavation (Loose Truckbed Meas) | |
| 405A000 | 35 | GAL | Tack Coat | |
| 408A052 | 245 | SQYD | Plane Pvmt Appr 1.10" - 2.0" | |
| 424A340 | 55 | TON | Superpave Wrg Surf 1/2" ESAL A/B | |
| 424B636 | 57 | TON | Superpave Upr Bndr Lay 1" Esal A/B | |
| 424B638 | 15 | TON | Superpave Upr Bndr Pat 1/2" Esal A/B | |
| 424B666 | 74 | TON | Superpave Low Bndr Lay 1" Esal A/B | |
| 430B043 | 50 | TON | Agg Surf (1" Down, Crusher Run) | |
| 505A002 | 1 | EACH | Steel Test Piles (HP 12x53) | |
| 505B057 | 1 | EACH | Static Loading Tests (HP 12x53) | |
| 505M002 | 655 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 507A000 | 2 | EACH | Wire Rope Abutment Anchor Assembly | |
| 511A000 | 22 | EACH | Elastomeric Bearing Type 1 | |
| 512A014 | 2 | EACH | Pre Abut Cap 2'-x1'-8"x33' | |
| 512C002 | 6 | EACH | Precast Conc Ty 1 Span 3'6"x1'5"x24' | |
| 512C006 | 2 | EACH | Precast Conc Ty 2C Span 3'6"x1'5"x24' | |
| 512D012 | 2 | EACH | Precast Conc Barrier Rail End Sect, 24'-0" Long | |
| 512E002 | 8 | EACH | Precast Conc Abutment Panel Ty A3 | |
| 512E021 | 8 | EACH | Precast Conc Abut Panel Ty A6 | |
| 512F002 | 4 | EACH | Precast Concrete Wing Panels Ty W3 | |
| 512F008 | 4 | EACH | Precast Concrete Wing Panels Ty W6 | |
| 512G000 | 4 | EACH | Precast Conc Abut Wing Cap Panels | |
| 600A000 | 1 | LS | Mobilization | |
| 610C001 | 75 | TON | Loose Riprap Class 2 | |
| 610D003 | 95 | SQYD | Filter Blanket Geotextile | |
| 630A001 | 38 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C001 | 1 | EACH | Guardrail End Anchor, Type 8 | |
| 630C003 | 4 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 3 | EACH | Guardrail End Anchor, Type 20 Series | |
| 645A670 | 290 | LF | 4 Inch HDPE SS Force Main Pipe Laid | |
| 646A717 | 590 | LF | 3 Inch Poly Gas Main Laid | |
| 650A000 | 220 | CUYD | Topsoil | |
| 650B000 | 45 | CUYD | Topsoil From Stockpiles | |
| 652A100 | 1 | ACRE | Seeding | |
| 656A010 | 1 | ACRE | Mulching | |
| 665I000 | 15 | TON | Temporary Riprap, Class 2 | |
| 665J002 | 750 | LF | Silt Fence | |
| 665O001 | 750 | LF | Silt Fence Removal | |
| 665Q002 | 50 | LF | Wattle | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 7000.00) | |
| 701G249 | 600 | LF | Solid White Cl 2 Ty A Traf Str | |
| 701G263 | 600 | LF | Solid Yellow Cl 2 Ty A Traf Str | |
| 740B000 | 203 | SQFT | Construction Signs | |
| 740C000 | 15 | SQFT | Special Construction Signs | |
| 740F002 | 8 | EACH | Barricades, Type III | |
| 740I002 | 4 | EACH | Warning Lights, Type B |