COUNTY: DALLAS
SHALL BE COMPLETED BY: May 1, 2014
MBE/DBE CONTRACT OBLIGATION: 5 %
for constructing the Grade, Drain, Base, Pave, and Bridge Replacement on SR-22 over Valley Creek in Selma. Length 0.146 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: $2,022,246 TO $2,471,634
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4,000.00 PER ACRE) (APPROX. 4 ACRES) | |
| 206A000 | 1 | LS | Removal Of Old Bridge Station 28+64.64 | |
| 206C000 | 338 | SQYD | Removing Concrete Sidewalk | |
| 206C001 | 1190 | SQYD | Removing Concrete Pavement | |
| 206C023 | 1270 | SQYD | Removing Riprap | |
| 206D000 | 47 | LF | Removing Pipe | |
| 206D003 | 1070 | LF | Removing Curb And Gutter | |
| 206E001 | 4 | EACH | Removing Inlets | |
| 206E003 | 1 | EACH | Removing Manholes | |
| 210A000 | 2210 | CUYD | Unclassified Excavation | |
| 210D021 | 1426 | CUYD | Borrow Excav (Lse Trb Meas)(A-4 Better) | |
| 214A000 | 108 | CUYD | Structure Excavation | |
| 214B001 | 36 | CUYD | Foundation Backfill Commercial | |
| 215A000 | 189 | CUYD | Unclassified Bridge Excavation | |
| 215B000 | 1 | LS | Cofferdams Or Sheeting And Shoring, STA. 28+64.64 | |
| 301A029 | 3007 | SQYD | CABC Type B Yard Mixed 6" Thick | |
| 305B077 | 83 | TON | Crushed Aggregate Sec 825 For Misc Use | |
| 401A000 | 3254 | SQYD | Bituminous Treatment A | |
| 405A000 | 394 | GAL | Tack Coat | |
| 407B000 | 1 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 424A361 | 310 | TON | Superpave Wrg Surf 3/4" ESAL C/D | |
| 424B650 | 282 | TON | Superpave Upr Bndr Lay 3/4" Esal C/D | |
| 424B681 | 455 | TON | Superpave Low Bndr Lay 1" Esal C/D | |
| 450B000 | 214 | SQYD | Reinforced Concrete Bridge End Slab | |
| 502A000 | 51900 | LB | Steel Reinforcement | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. STA. 28+64.64, 105,900 LBS | |
| 505A002 | 1 | EACH | Steel Test Piles (HP 12x53) | |
| 505A004 | 2 | EACH | Steel Test Piles (HP 14x73) | |
| 505B059 | 1 | EACH | Static Loading Tests (HP 14x73) | |
| 505B087 | 1 | EACH | Dynamic Loading Tests (HP 12x53) | |
| 505B089 | 2 | EACH | Dynamic Loading Tests (HP 14x73) | |
| 505M002 | 1230 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 505M004 | 1110 | LF | Steel Piling Furnish/Drive HP 14x73 | |
| 508A000 | 7160 | LB | Structural Steel | |
| 510A000 | 317 | CUYD | Bridge Substructure Concrete Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure STA 28+64.64, APPROXIMATELY 464 C.Y. | |
| 510E000 | 1309 | SQYD | Grooving Concrete Bridge Decks | |
| 511A052 | 36 | EACH | Elastomeric Bearing Type 2 (Mark B3) | |
| 511A056 | 24 | EACH | Elastomeric Bearing Type 2 Mark B2 Mod | |
| 511A057 | 12 | EACH | Elastomeric Bearing Type 2 Mark B3 Mod | |
| 513B004 | 701 | LF | Pre-Ten/Stress Conc Girder Ty II Spec | |
| 513B011 | 2132 | LF | Pre-Ten/Stress Conc Gir Ty II Mod Spec | |
| 517I000 | 475 | LF | Ornamental Metal Fence | |
| 530A202 | 110 | LF | 24" Roadway Pipe (14 Gauge C.C.S.P.I.) | |
| 600A000 | 1 | LS | Mobilization | |
| 610C001 | 4002 | TON | Loose Riprap Class 2 | |
| 610D003 | 2914 | SQYD | Filter Blanket Geotextile | |
| 618A000 | 285 | SQYD | Concrete Sidewalk, 4" Thick | |
| 619A003 | 2 | EACH | 24" Road Pipe End Treatment Cl 1 | |
| 621A058 | 2 | EACH | Junction Boxes, Type 3 (Modified) | |
| 621C015 | 4 | EACH | Inlets, Type S1 Or S3 (1 Wing) | |
| 621D015 | 2 | EACH | Inlet Units, Type S1 Or S3 | |
| 623C000 | 994 | LF | Combination Curb & Gutter, Type C | |
| 630A001 | 300 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C003 | 4 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 4 | EACH | Guardrail End Anchor, Type 20 Series | |
| 645A522 | 297 | LF | 20 Inch DI SS Gravity Pipe Laid | |
| 645F540 | 295 | LF | 20 Inch Abandon Existing Sanitary Sewer | |
| 645H540 | 4 | EACH | 60 Inch Manhole | |
| 645I505 | 25 | EACH | 60 Inch Manhole Unit | |
| 645N500 | 1 | EACH | Abandon Existing Manhole | |
| 650A000 | 267 | CUYD | Topsoil | |
| 652A100 | 2 | ACRE | Seeding | |
| 652C000 | 1 | ACRE | Mowing | |
| 654A000 | 485 | SQYD | Solid Sodding | |
| 656A010 | 2 | ACRE | Mulching | |
| 659C002 | 1630 | SQYD | Erosion Control Product, Type S2 | |
| 665A000 | 2 | ACRE | Temporary Seeding | |
| 665B001 | 6 | TON | Temporary Mulching | |
| 665E000 | 4000 | SQYD | Polyethylene | |
| 665G000 | 350 | EACH | Sand Bags | |
| 665J002 | 1710 | LF | Silt Fence | |
| 665L000 | 300 | LF | Floating Basin Boom | |
| 665N000 | 50 | TON | Temporary Coarse Aggregate ALDOT No 1 | |
| 665O001 | 1710 | LF | Silt Fence Removal | |
| 665P005 | 4 | EACH | Inlet Protection, Stage 3 Or 4 | |
| 665Q002 | 200 | LF | Wattle | |
| 666A001 | 2 | ACRE | Pest Control Treatment | |
| 674A000 | 500 | LF | Construction Safety Fence | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 37,000.00) | |
| 701E000 | 1550 | LF | Solid Temporary Traffic Stripe | |
| 701E010 | 1550 | LF | Broken Temporary Traffic Stripe | |
| 701G142 | 1550 | LF | Broken White Cl W Ty A Traf Str 5" W | |
| 701G146 | 480 | LF | Solid White Cl W Ty A Traf Str 5" W | |
| 701G154 | 1550 | LF | Solid Yellow Cl W Ty A Traf Str 5" W | |
| 705A031 | 20 | EACH | Pavement Markers, Class A-H, Type 1-A | |
| 705A037 | 20 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 740B000 | 815 | SQFT | Construction Signs | |
| 740D000 | 25 | EACH | Channelizing Drums | |
| 740E000 | 50 | EACH | Cones (36" High) | |
| 740F002 | 12 | EACH | Barricades, Type III | |
| 740I002 | 4 | EACH | Warning Lights, Type B | |
| 740M001 | 50 | EACH | Ballast For Cone | |
| 741C010 | 2 | EACH | Port Seq Arrow & Chevron Sign Unit | |
| 742A001 | 4 | EACH | Portable Changeable Message Sign Type 2 |