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Last Updated 11/06/2021 03:16 AM
Project Title

Constructing The Base And Pave On Sr-42 (Us-98) (Eastbound Lanes) From The Mississippi State Line To 0.500 Mile East Of The Intersection Of Glenwood Road To Include The Westbound Lanes To Station 187+29.290 West Of Semmes

Physical Address View project details and contacts
City, State (County) AL   (Mobile County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $25,940,951 to $31,705,606
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

201a002 1 Ls Clearing And Grubbing (Maximum Allowable Bid $ 8,000.00 Per Acre) (Approximately 39 Acres) 201c000 1 Ls Clearing 206b000 1 Ls Removal Of Old Box Culvert, Station 57+80.000 206c002 1,000 Sqyd Removing Concrete Slope Paving 206d000 290 Lf Removing Pipe 206d011 3,773 Lf Removing Fence 206e001 1 Each Removing Inlets 206e002 1 Each Removing Junction Boxes 210a000 274,968 Cuyd Unclassified Excavation 210d009 14,377 Cuyd Borrow Excavation (a-3) 210d012 219,936 Cuyd Borrow Excavation (a-2-4(0) Or a-4(0)) 210d025 28,108 Cuyd Borrow Excavation (Improved Roadbed) 210d101 1,013 Cuyd Borrow Excavation (Sand Fill, Complete In Place) 210e000 9,651 Cuyd Borrow Excavation (Underwater Backfill) 210f002 750 Ton Borrow Excavation (Underwater Backfill) (Aldot #57) 214a000 1,748 Cuyd Structure Excavation 214b000 423 Cuyd Foundation Backfill, Local 230a000 605 Rbst Roadbed Processing 231b001 4,678 Ton Roadbed Stabilizing Material, Aldot #467 231c000 99 Rbst Stabilizing Roadbed With In-Place Material 243a034 3,917 Sqyd Geosynthetic Reinforcement For Soft Soil Stabilization, Type 2 260a002 46 Cuyd Cement Mortar Flowable Backfill, Mix 3 301a012 238,705 Sqyd Crushed Aggregate Base Course, Type b, Plant Mixed, 6" Compacted Thickness 401a000 213,562 Sqyd Bituminous Treatment a 405a000 61,307 Gal Tack Coat 408a052 7,249 Sqyd Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 410h000 1 Each Material Remixing Device 410i000 1 Each Smoothness Testing, Certified Inertial Profiler 420a015 7,763 Ton Polymer Modified Open Graded Friction Course 420b000 14,343 Gal Open Graded Friction Course Tack Coat 424a280 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, Esal Range e 22,102 Ton 424a360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, Esal Range c/d 6,903 Ton 424a361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate Size Mix, Esal Range c/d 359 Ton 424a369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, Esal Range c/d 601 Ton 424b281 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix, Esal Range e 424b287 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, Esal Range e 100 Ton 424b581 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix, Esal Range e 64,528 Ton 424b592 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1" Maximum Aggregate Size Mix, Esal Range e 827 Ton 424b651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix, Esal Range c/d 7,699 Ton 424b655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum Aggregate Size Mix, Esal Range c/d 200 Ton 424b681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix, Esal Range c/d 1,049 Ton 424b682 Superpave Bituminous Concrete Lower Binder Layer, 1 1/2" Maximum Aggregate Size Mix, Esal Range c/d 644 Ton 430b013 423 Ton Aggregate Surfacing (Aldot #67) 430b040 2,441 Ton Aggregate Surfacing (Crushed Aggregate Base, Type b) 450b000 604 Sqyd Reinforced Cement Concrete Bridge End Slab 530a001 549 Lf 18" Roadway Pipe (Class 3 r.c.) 530a002 16 Lf 24" Roadway Pipe (Class 3 r.c.) 530a003 364 Lf 30" Roadway Pipe (Class 3 r.c.) 530a027 455 Lf 42" Roadway Pipe (Class 5 r.c.) 530a800 30 Lf 15" Roadway Pipe (14 Gauge c.c.s.) (Stack Pipe)(No Bedding Required) 534e000 8,364 Lf Cleaning Existing Culvert (Less Than Or Equal To 48" Horizontal Opening) 535a001 137 Lf 18" Side Drain Pipe 535a002 420 Lf 24" Side Drain Pipe 535a003 77 Lf 30" Side Drain Pipe 600a000 1 Ls Mobilization 602a000 2 Each Right Of Way Markers 608a000 6,032 Sqyd Separation Geotextile 610c001 464 Ton Loose Riprap, Class 2 610d003 7,187 Sqyd Filter Blanket, Geotextile 610e000 7,438 Sqyd Tied Concrete Block Mat 619a002 6 Each 18" Roadway Pipe End Treatment, Class 1 619a003 2 Each 24" Roadway Pipe End Treatment, Class 1 619a056 2 Each 42" Roadway Pipe End Treatment, Class 2 619a101 4 Each 18" Side Drain Pipe End Treatment, Class 1 619a102 2 Each 24" Side Drain Pipe End Treatment, Class 1 619a103 2 Each 30" Side Drain Pipe End Treatment, Class 1 619a202 4 Each 24" Roadway Pipe End Treatment, Class 1 (Double Line) 619a228 2 Each 30" Roadway Pipe End Treatment, Class 2 (Double Line) 620a000 3 Cuyd Minor Structure Concrete 621a002 1 Each Junction Boxes, Type 4 Or 2p 621a011 1 Each Junction Boxes, Type 1 Or 1p 621a022 1 Each Junction Boxes, Type 1 (Modified) 621b002 2 Each Junction Box Units, Type 4 Or 2p 621b034 2 Each Junction Box Units, Type 1 (Modified) 621c020 6 Each Inlets, Type y 621d019 8 Each Inlet Units, Type y 630a001 10,825 Lf Steel Beam Guardrail, Class a, Type 2 630a034 2,079 Lf Steel Beam Guardrail, Class a, Type 2 (8'-0" Post) 630c001 11 Each Guardrail End Anchor, Type 8 630c079 18 Each Guardrail End Anchor, Type 13 (Mash) 630c080 41 Each Guardrail End Anchor, Type 20 Series (Mash) 634a000 1,640 Lf Industrial Fence, 4 Feet High 650a000 27,860 Cuyd Topsoil 650b000 3,000 Cuyd Topsoil From Stockpiles 652a100 15 Acre Seeding 652a110 5 Acre Seeding(Wetland Mix) 652c000 390 Acre Mowing 654a001 328,524 Sqyd Solid Sodding (Bermuda) 656a010 15 Acre Mulching 665a000 130 Acre Temporary Seeding 665b001 780 Ton Temporary Mulching 665c010 400 Lf Temporary Pipe 665d001 8 Each Temporary Pipe End Treatment 665e000 5,000 Sqyd Polyethylene 665f000 2,500 Each Hay Bales 665g000 580 Each Sand Bags 665i000 1,875 Ton Temporary Riprap, Class 2 665j002 91,410 Lf Silt Fence 665k000 2,000 Cuyd Drainage Sump Excavation 665l000 1,817 Lf Floating Basin Boom 665n000 1,700 Ton Temporary Coarse Aggregate,Aldot Number 1 665n001 1,625 Ton Temporary Coarse Aggregate,Aldot Number 4 665o001 91,410 Lf Silt Fence Removal 665p005 86 Each Inlet Protection, Stage 3 Or 4 665q002 13,080 Lf Wattle 672a100 1 Each Active Treatment System, 500 Gpm 672b100 100 Each Active Treatment System, 500 Gpm, Operating Day 672c100 500 Each Flocculant Application, Ditch Check 672c101 24 Each Flocculant Application, Temporary Slope Drain 672c103 87 Each Flocculant Application, Inlet Protection 680a001 1 Ls Geometric Controls 698a000 1 Ls Construction Fuel (Maximum Bid Limited To $ 2,063,965.00) 701a227 20 Mile Solid White, Class 2, Type a Traffic Stripe (5" Wide) 701a230 19 Mile Solid Yellow, Class 2, Type a Traffic Stripe (5" Wide) 701a239 6 Mile Broken White, Class 2, Type a Traffic Stripe (5" Wide) 701a244 3 Mile Broken Yellow, Class 2, Type a Traffic Stripe (5" Wide) 701b063 1,016 Lf Dotted, Class 2, Type a Traffic Stripe(Lane Drop 10" Wide) 701b207 4,959 Lf Dotted, Class 2, Type a Traffic Stripe (5" Wide) 701c000 10 Mile Broken Temporary Traffic Stripe 701c001 52 Mile Solid Temporary Traffic Stripe 701g142 3,374 Lf Broken White, Class w, Type a Traffic Stripe (5" Wide) 701g146 6,808 Lf Solid White, Class w, Type a Traffic Stripe (5"Wide) 701g154 6,808 Lf Solid Yellow, Class w, Type a Traffic Stripe (5" Wide) 701g252 660 Lf Solid White, Class 2, Type a Traffic Stripe (5" Wide) (Rumble Strip) 701h001 5,000 Lf Solid Traffic Stripe Removed (Plastic) 701h002 2,650 Lf Solid Traffic Stripe Removed (Tape) 701h006 1,250 Lf Broken Traffic Stripe Removed (Plastic) 701h007 1,325 Lf Broken Traffic Stripe Removed (Tape) 703a002 4,581 Sqft Traffic Control Markings, Class 2, Type a 703b002 785 Sqft Traffic Control Legends, Class 2, Type a 703d001 4,581 Sqft Temporary Traffic Control Markings 705a012 392 Each Pavement Markers, Class c, Type 1-b 705a022 22 Each Pavement Markers, Class c, Type 2-c 705a023 735 Each Pavement Markers, Class c, Type 2-d 705a024 555 Each Pavement Markers, Class c, Type 2-e 705a030 787 Each Pavement Markers, Class a-h, Type 2-c 705a032 1,215 Each Pavement Markers, Class a-h, Type 1-b 705a037 560 Each Pavement Markers, Class a-h, Type 2-d 705a038 384 Each Pavement Markers, Class a-h, Type 2-e 707b003 1 Each Type a Hazard Marker Installation 710a160 284 Sqft Class 10 Aluminum Flat Sign Panels 0.08" Thick (Type Xi Background) 710a170 616 Sqft Class 4, Aluminum Flat Sign Panels 0.08" Thick (Type Iv Background) 710b021 1,316 Lf Roadway Sign Post (#3 u Channel, Galvanized Steel Or 2 ", 14 Ga Square Tubular Steel) 713a000 191 Lf Permanent Barricades 740b000 1,903 Sqft Construction Signs 740d000 393 Each Channelizing Drums 740e000 100 Each Cones (36 Inches High) 740f002 76 Each Barricades, Type Iii 740m001 100 Each Ballast For Cone 741c010 2 Each Portable Sequential Arrow And Chevron Sign Unit 742a001 4 Each Portable Changeable Message Sign, Type 2 999 000 2,880 Hour Trainee Hours At 80 Cents Per Hour

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
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