COUNTY: MORGAN
WORKING DAYS: 225
MBE/DBE CONTRACT OBLIGATION: 5 %
for constructing the Bridge Replacement and Approaches on CR-41 (Danville Road) over the West Fork of Flint Creek northeast of Neel. Length 0.501 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: $2,860,231 TO $3,495,838
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4000.00 Per Acre)(Approximately 7 Acres) | |
| 206A000 | 1 | LS | Removal Of Old Bridge Station 245+67.5 | |
| 206D000 | 88 | LF | Removing Pipe | |
| 206D001 | 137 | LF | Removing Guardrail | |
| 206D011 | 80 | LF | Removing Fence | |
| 206E008 | 8 | EACH | Removing Guardrail End Anchor (All Type) | |
| 210A000 | 12799 | CUYD | Unclassified Excavation | |
| 210D011 | 39869 | CUYD | Borrow Excavation (A-4 Or Better) | |
| 210F001 | 22392 | TON | Borrow Excavation (Underwater Embank) | |
| 230A000 | 23 | RBST | Roadbed Processing | |
| 239B000 | 9230 | LF | Vertical Drainage Wicks | |
| 240A000 | 1 | EACH | Settlement Plate Assembly | |
| 240A001 | 1 | EACH | Settlement Monitoring Device | |
| 243A022 | 12445 | SQYD | Geosynthetic Reinforce For Slopes Ty 3 | |
| 301A012 | 10285 | SQYD | CABC Type B Plant Mix 6" Thick | |
| 305B074 | 612 | TON | Drainage Plane Sec 822 For Misc Use For Miscellaneous Use | |
| 401A000 | 6362 | SQYD | Bituminous Treatment A | |
| 405A000 | 187 | GAL | Tack Coat | |
| 407B000 | 1 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 410H000 | 1 | EACH | Material Remixing Device | |
| 424A340 | 502 | TON | Superpave Wrg Surf 1/2" ESAL A/B | |
| 424A346 | 25 | TON | Superpave Wrg Surf Lev 1/2" ESAL A/B | |
| 424B636 | 933 | TON | Superpave Upr Bndr Lay 1" Esal A/B | |
| 430B043 | 1151 | TON | Agg Surf (1" Down, Crusher Run) | |
| 430B046 | 500 | TON | Agg Surf (Aldot #2) | |
| 450B000 | 143 | SQYD | Reinforced Concrete Bridge End Slab | |
| 502A000 | 93288 | LB | Steel Reinforcement | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 8+70, Approximately 101,575 Lbs. | |
| 505G003 | 28 | EACH | Pile Points (Type A 12") | |
| 505M002 | 828 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 506A000 | 54 | LF | Drilled Shaft Excavation 4'-6" Dia | |
| 506A008 | 105 | LF | Drilled Shaft Excavation 4'-0" Dia | |
| 506B003 | 32 | LF | Special Drilled Shaft Excav 4'-0" Dia | |
| 506B004 | 18 | LF | Special Drilled Shaft Excav 4'-6" Dia | |
| 506C042 | 137 | LF | Drilled Shaft Const 4'-0" Dia Cl DS1 | |
| 506C043 | 73 | LF | Drilled Shaft Const 4'-6" Dia Cl DS1 | |
| 506F001 | 54 | LF | Perm Drilled Shaft Casing 4'-6" Dia | |
| 506F008 | 49 | LF | Perm Drilled Shaft Casing 4'-0" Dia | |
| 506G002 | 2 | EACH | Crosshole Sonic Logging 4'-0" Dia | |
| 506G003 | 2 | EACH | Crosshole Sonic Logging 4'-6" Dia | |
| 508A000 | 10134 | LB | Structural Steel | |
| 510A000 | 256 | CUYD | Bridge Substructure Concrete Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure Station 8+70, Approximately 468 Cu. Yds. | |
| 510E000 | 1272 | SQYD | Grooving Concrete Bridge Decks | |
| 511A051 | 12 | EACH | Elastomeric Bearing Type 2 (Mark B2) | |
| 511A053 | 12 | EACH | Elastomeric Bearing Type 2 (Mark B4) | |
| 511A071 | 12 | EACH | Elastomeric Bearing Type 4 (Mark VB2) | |
| 511A073 | 12 | EACH | Elastomeric Bearing Type 4 (Mark VB4) | |
| 513B004 | 694 | LF | Pre-Ten/Stress Conc Girder Ty II Spec | |
| 513B015 | 1186 | LF | Pre-Ten/Stress Conc Girder BT-54 Spec | |
| 535A001 | 30 | LF | 18" Side Drain Pipe | |
| 535A003 | 30 | LF | 30" Side Drain Pipe | |
| 600A000 | 1 | LS | Mobilization | |
| 608A000 | 1133 | SQYD | Separation Geotextile | |
| 610C000 | 1020 | TON | Loose Riprap Class 1 | |
| 610C001 | 2493 | TON | Loose Riprap Class 2 | |
| 610D003 | 2012 | SQYD | Filter Blanket Geotextile | |
| 619A101 | 2 | EACH | 18" Side Drain Pipe End Treat Cl 1 | |
| 619A103 | 2 | EACH | 30" Side Drain Pipe End Treat Cl 1 | |
| 630C003 | 4 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 4 | EACH | Guardrail End Anchor, Type 20 Series | |
| 650A000 | 1672 | CUYD | Topsoil | |
| 650B000 | 500 | CUYD | Topsoil From Stockpiles | |
| 652A100 | 7 | ACRE | Seeding | |
| 656A010 | 7 | ACRE | Mulching | |
| 659C003 | 7915 | SQYD | Erosion Control Product, Type S1 | |
| 665A000 | 7 | ACRE | Temporary Seeding | |
| 665B001 | 21 | TON | Temporary Mulching | |
| 665C010 | 380 | LF | Temporary Pipe | |
| 665F000 | 310 | EACH | Hay Bales | |
| 665J002 | 4750 | LF | Silt Fence | |
| 665O001 | 4750 | LF | Silt Fence Removal | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 80,900.00) | |
| 701E000 | 4660 | LF | Solid Temporary Traffic Stripe | |
| 701G144 | 640 | LF | Soild White Cl W Ty A Traf Str | |
| 701G152 | 640 | LF | Solid Yellow Cl W Ty A Traf Str | |
| 701G249 | 4660 | LF | Solid White Cl 2 Ty A Traf Str | |
| 701G263 | 4660 | LF | Solid Yellow Cl 2 Ty A Traf Str | |
| 705A037 | 67 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 740B000 | 539 | SQFT | Construction Signs | |
| 740D000 | 40 | EACH | Channelizing Drums | |
| 740E000 | 50 | EACH | Cones (36" High) | |
| 740F002 | 8 | EACH | Barricades, Type III | |
| 740I002 | 4 | EACH | Warning Lights, Type B | |
| 740M001 | 50 | EACH | Ballast For Cone |