Similar Projects
| Last Updated | 07/29/2019 07:20 AM |
| Project Title | Constructing the Culvert Replacement (Grading, Drainage, Pavement, Bridge, and Traffic Stripe) on SR-13 (US-43) over Steele Creek in Satsuma |
| Physical Address | View project details and contacts |
| City, State (County) | AL (Mobile County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Shoreline/Erosion/Drainage |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | $2,965,495 to $3,624,493 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | For constructing the Culvert Replacement (Grading, Drainage, Pavement, Bridge, and Traffic Stripe) on SR-13 (US-43) over Steele Creek in Satsuma. Length 0.434 mi. 201a002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately 2 Acres) (1) Ls 206b009 Removal Of Old Box Culvert, Partial, Station 21+88.81 (Nbr) (1) Ls 206b010 Removal Of Old Box Culvert, Partial, Station 21+88.81 (Sbr) (1) Ls 206c000 Removing Concrete Sidewalk 199 Sqyd 206c003 Removing Concrete Flumes 8 Sqyd 206c023 Removing Riprap 181 Sqyd 206d000 Removing Pipe 110 Lf 206d001 Removing Guardrail 104 Lf 206d002 Removing Curb 83 Lf 206e000 Removing Headwalls 1 Each 206e002 Removing Junction Boxes 1 Each 206e008 Removing Guardrail End Anchor (All Type) 2 Each 210a000 Unclassified Excavation 4,101 Cuyd 210d022 Borrow Excavation (Loose Truckbed Measurement)(a-2-4(0) Or a-4(0) ) 1,012 Cuyd 214a000 Structure Excavation 79 Cuyd 214b001 Foundation Backfill, Commercial 33 Cuyd 230a000 Roadbed Processing 4 Rbst 301a012 Crushed Aggregate Base Course, Type b, Plant Mixed, 6" Compacted Thickness 2,464 Sqyd 401a000 Bituminous Treatment a 2,464 Sqyd 405a000 Tack Coat 1,955 Gal 407b000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile 408a052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 11,377 Sqyd 424a280 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, Esal Range e 1,176 Ton 424a289 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, Esal Range e 16 Ton 424b651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix, Esal Range c/d 345 Ton 424b655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum Aggregate Size Mix, Esal Range c/d 50 Ton 424b659 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, Esal Range c/d 50 Ton 424b681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix, Esal Range c/d 346 Ton 424c360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, Esal Range c/d 120 Ton 450b000 Reinforced Cement Concrete Bridge End Slab 384 Sqyd 502a000 Steel Reinforcement 25,381 Lb 502b000 Steel Reinforcement For Bridge Superstructure, Station 21+50.00 (Nbr), Approximately 38,130 Pounds (1) Ls 502b001 Steel Reinforcement For Bridge Superstructure, Station 21+50.00 (Sbr), Approximately 42,321 Pounds (1) Ls 505a016 Concrete Test Piles (16 Inches Square) 1 Each 505a102 Steel Test Piles (Hp 12x53) (Galvanized) 1 Each 505b046 Static Loading Tests (16 Inches Square) 1 Each 505b057 Static Loading Tests (Hp 12x53) 1 Each 505b076 Dynamic Loading Tests (16 Inches Square) 1 Each 505b087 Dynamic Loading Tests (Hp 12x53) 1 Each 505i000 Temporary Steel Sheet Piling 3,440 Sqft 505m102 Steel Piling Furnished And Driven (Hp 12x53) (Galvanized) 3,504 Lf 505n001 Concrete Piling Furnished (16 Inches Square) 1,573 Lf 505o001 Concrete Piling Driven (16 Inches Square) 1,507 Lf 508a000 Structural Steel 12,235 Lb 510a007 Bridge Substructure Concrete 175 Cuyd 510c051 Bridge Concrete Superstructure, Station 21+50.00 (Nbr), Approximately 148 Cubic Yards (1) Ls 510c052 Bridge Concrete Superstructure, Station 21+50.00 (Sbr), Approximately 163 Cubic Yards (1) Ls 510e000 Grooving Concrete Bridge Decks 946 Sqyd 511a050 Elastomeric Bearing Type 2 (Mark b1) 78 Each 513b003 Pretensioned-Prestressed Concrete Girders, Type i (Specialty Item) 1,508 Lf 530a493 15" Roadway Pipe (14 Gauge c.m.) (Temporary) 160 Lf 530b001 22" Span, 14" Rise Roadway Pipe (Class 3 r.c.) 128 Lf 533a101 36" Storm Sewer Pipe (Class 3 r.c.) 32 Lf 535b088 22" Span, 14" Rise Side Drain Pipe (Class 3 r.c.) 32 Lf 600a000 Mobilization (1) Ls 610c001 Loose Riprap, Class 2 2,679 Ton 610d003 Filter Blanket, Geotextile 4,342 Sqyd 618a000 Concrete Sidewalk, 4" Thick 136 Sqyd 619a005 36" Roadway Pipe End Treatment, Class 1 1 Each 619b016 22" Span, 14" Rise Roadway Pipe End Treatment, Class 1 2 Each 619b116 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1 4 Each 621a019 Junction Boxes, Type 1 Or 2p 1 Each 621a057 Junction Boxes, Type Partial 1 Each 621b014 Junction Box Units, Type 1 Or 2p 1 Each 623b001 Concrete Curb, Type n Special 117 Lf 630a001 Steel Beam Guardrail, Class a, Type 2 301 Lf 630c001 Guardrail End Anchor, Type 8 4 Each 630c003 Guardrail End Anchor, Type 13 4 Each 630c080 Guardrail End Anchor, Type 20 Series (Mash) 4 Each 634a010 Industrial Fence, 6 Feet High (With Top Rail) 152 Lf 634e000 Industrial Fence, 6 Feet High, Special Mounting 118 Lf 650a000 Topsoil 996 Cuyd 652a100 Seeding 2 Acre 652c000 Mowing 2 Acre 654a001 Solid Sodding (Bermuda) 2,901 Sqyd 656a010 Mulching 2 Acre 665a000 Temporary Seeding 2 Acre 665b001 Temporary Mulching 12 Ton 665e000 Polyethylene 2,000 Sqyd 665f000 Hay Bales 200 Each 665g000 Sand Bags 300 Each 665i000 Temporary Riprap, Class 2 2,000 Ton 665j002 Silt Fence 1,000 Lf 665k000 Drainage Sump Excavation 500 Cuyd 665n000 Temporary Coarse Aggregate,Aldot Number 1 400 Ton 665n001 Temporary Coarse Aggregate,Aldot Number 4 200 Ton 665o001 Silt Fence Removal 1,000 Lf 665p005 Inlet Protection, Stage 3 Or 4 8 Each 665q002 Wattle 1,000 Lf 666a001 Pest Control Treatment 2 Acre 674a000 Construction Safety Fence 200 Lf 680a001 Geometric Controls (1) Ls 698a000 Construction Fuel (Maximum Bid Limited To $ 267,000.00) (1) Ls 701a227 Solid White, Class 2, Type a Traffic Stripe (5" Wide) 1 Mile 701a230 Solid Yellow, Class 2, Type a Traffic Stripe (5" Wide) 1 Mile 701a239 Broken White, Class 2, Type a Traffic Stripe (5" Wide) 1 Mile 701b207 Dotted, Class 2, Type a Traffic Stripe (5" Wide) 532 Lf 701c002 Broken Temporary Traffic Stripe (Paint) 3 Mile 701c003 Solid Temporary Traffic Stripe (Paint) 6 Mile 701d007 Solid Traffic Stripe Removed (Paint) 2 Mile 701d008 Solid Traffic Stripe Removed (Plastic) 1 Mile 701d015 Broken Traffic Stripe Removed (Plastic) 1 Mile 701e006 Solid Temporary Traffic Stripe (Removable Tape) 400 Lf 701g142 Broken White, Class w, Type a Traffic Stripe (5" Wide) 240 Lf 701g146 Solid White, Class w, Type a Traffic Stripe (5"Wide) 240 Lf 701g154 Solid Yellow, Class w, Type a Traffic Stripe (5" Wide) 240 Lf 701h002 Solid Traffic Stripe Removed (Tape) 400 Lf 703a002 Traffic Control Markings, Class 2, Type a 416 Sqft 703b002 Traffic Control Legends, Class 2, Type a 107 Sqft 703c001 Removal Of Existing Traffic Control Markings Or Legends (Plastic) 240 Sqft 703d001 Temporary Traffic Control Markings 200 Sqft 705a012 Pavement Markers, Class c, Type 1-b 100 Each 705a022 Pavement Markers, Class c, Type 2-c 50 Each 705a023 Pavement Markers, Class c, Type 2-d 150 Each 705a024 Pavement Markers, Class c, Type 2-e 100 Each 705a030 Pavement Markers, Class a-h, Type 2-c 50 Each 705a032 Pavement Markers, Class a-h, Type 1-b 100 Each 705a037 Pavement Markers, Class a-h, Type 2-d 100 Each 705a038 Pavement Markers, Class a-h, Type 2-e 50 Each 726a000 Portable Concrete Safety Barriers, Type 6 2,850 Lf 726a001 Portable Concrete Safety Barriers, Type 6-a 230 Lf 726d021 Portable Impact Attenuator Assembly (Bi-Directional,Tl-2) 1 Each 740b000 Construction Signs 1,035 Sqft 740d000 Channelizing Drums 175 Each 740e000 Cones (36 Inches High) 100 Each 740f002 Barricades, Type Iii 8 Each 740i002 Warning Lights, Type b 4 Each 740m001 Ballast For Cone 100 Each 741c010 Portable Sequential Arrow And Chevron Sign Unit 2 Each 742a001 Portable Changeable Message Sign, Type 2 2 Each 999 000 Trainee Hours At 80 Cents Per Hour 720 Hour | ||||||
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| Prospective Bidders | View project details and contacts | ||||||
| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
