Similar Projects
Last Updated | 09/28/2020 08:09 AM |
Project Title | Constructing the Bridge Replacement on SR-163 Over Perch Creek from MP 3.931 to MP 3.983 |
Physical Address | View project details and contacts |
City, State (County) | AL (Mobile County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $3,114,592 to $3,806,724 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately 1 Acre) (1.000) LS 206A000 Removal Of Old Bridge, Station 18+46.50 (1.000) LS 206D001 Removing Guardrail 170 LF 206E008 Removing Guardrail End Anchor (All Type) 4 Each 210A000 Unclassified Excavation 3,052 CUYD 210D022 Borrow Excavation (Loose Truckbed Measurement)(A-2-4(0) or A-4(0) ) 3,088 CUYD 210E000 Borrow Excavation (Underwater Backfill) 469 CUYD 230A000 Roadbed Processing 7 RBST 240A000 Settlement Plate Assembly 2 Each 243A040 Geosynthetic Reinforcement for Embankment Base Reinforcement 6,796 SQYD 301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 4,633 SQYD 401A000 Bituminous Treatment A 4,633 SQYD 405A000 Tack Coat 2,222 Gal 407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile 408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 6,410 SQYD 424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 940 Ton 424B651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D 531 Ton 424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D 642 Ton 424C360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D 1,465 Ton 430B043 Aggregate Surfacing (1" Down, Crusher Run) 35 Ton 450B000 Reinforced Cement Concrete Bridge End Slab 237 SQYD 502A000 Steel Reinforcement 27,700 LB 502B000 Steel Reinforcement For Bridge Superstructure, 18+10.00, Approximately 138,500 Pounds (1.000) LS 505A015 Concrete Test Piles (14 Inches Square) 1 Each 505A017 Concrete Test Piles (18 Inches Square) 1 Each 505B045 Static Loading Tests (14 Inches Square) 1 Each 505B047 Static Loading Tests (18 Inches Square) 1 Each 505B364 Dynamic Loading Tests (14 Inches Square)(Driving) 1 Each 505B368 Dynamic Loading Tests (18 Inches Square)(Driving) 1 Each 505B464 Dynamic Loading Tests (14 Inches Square)(Restrike) 3 Each 505B468 Dynamic Loading Tests (18 Inches Square)(Restrike) 3 Each 505I000 Temporary Steel Sheet Piling 2,720 SQFT 505N000 Concrete Piling Furnished (14 Inches Square) 1,394 LF 505N002 Concrete Piling Furnished (18 Inches Square) 3,470 LF 505O000 Concrete Piling Driven (14 Inches Square) 1,394 LF 505O002 Concrete Piling Driven (18 Inches Square) 3,470 LF 508A000 Structural Steel 18,130 LB 510A007 Bridge Substructure Concrete 231 CUYD 510C051 Bridge Concrete Superstructure, 18+10.00, Approximately 536 Cubic Yards (1.000) LS 510E000 Grooving Concrete Bridge Decks 1,786 SQYD 511A050 Elastomeric Bearing Type 2 (Mark B1) 42 Each 511A070 Elastomeric Bearing Type 4 (Mark VB1) 84 Each 513B003 Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item) 2,459 LF 600A000 Mobilization (1.000) LS 610C001 Loose Riprap, Class 2 582 Ton 610D003 Filter Blanket, Geotextile 964 SQYD 630A001 Steel Beam Guardrail, Class A, Type 2 350 LF 630C003 Guardrail End Anchor, Type 13 4 Each 630C080 Guardrail End Anchor, Type 20 Series (MASH) 4 Each 650A000 Topsoil 143 CUYD 650B000 Topsoil From Stockpiles 140 CUYD 652C000 Mowing 1 Acre 654A001 Solid Sodding (Bermuda) 2,860 SQYD 656A010 Mulching 1 Acre 665A000 Temporary Seeding 1 Acre 665B001 Temporary Mulching 6 Ton 665E000 Polyethylene 500 SQYD 665F000 Hay Bales 1,480 Each 665G000 Sand Bags 200 Each 665I000 Temporary Riprap, Class 2 300 Ton 665J002 Silt Fence 2,960 LF 665L000 Floating Basin Boom 310 LF 665N000 Temporary Coarse Aggregate,ALDOT Number 1 200 Ton 665O001 Silt Fence Removal 2,960 LF 666A001 Pest Control Treatment 1 Acre 680A001 Geometric Controls (1.000) LS 698A000 Construction Fuel (Maximum Bid Limited to $ 157,300.00) (1.000) LS 701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile 701C003 Solid Temporary Traffic Stripe (Paint) 2 Mile 701D007 Solid Traffic Stripe Removed (Paint) 2 Mile 701E006 Solid Temporary Traffic Stripe (Removable Tape) 3,600 LF 701E011 Broken Temporary Traffic Stripe (Paint) 1,874 LF 701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 2,160 LF 701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 720 LF 701G256 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1,874 LF 701G265 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3,781 LF 701H002 Solid Traffic Stripe Removed (Tape) 3,600 LF 703A002 Traffic Control Markings, Class 2, Type A 397 SQFT 703A011 Traffic Control Markings, Class W, Type A 99 SQFT 705A011 Pavement Markers, Class C, Type 1-A 644 Each 705A012 Pavement Markers, Class C, Type 1-B 322 Each 705A023 Pavement Markers, Class C, Type 2-D 60 Each 705A024 Pavement Markers, Class C, Type 2-E 322 Each 705A030 Pavement Markers, Class A-H, Type 2-C 60 Each 705A032 Pavement Markers, Class A-H, Type 1-B 150 Each 705A037 Pavement Markers, Class A-H, Type 2-D 52 Each 705A038 Pavement Markers, Class A-H, Type 2-E 76 Each 740B000 Construction Signs 1,074 SQFT 740D000 Channelizing Drums 50 Each 740F002 Barricades, Type III 17 Each 742A001 Portable Changeable Message Sign, Type 2 6 Each 999 000 Trainee Hours At 80 Cents Per Hour 720 HOUR |
||||||||||||||||||||
Details |
|
||||||||||||||||||||
Bidder's List | View project details and contacts | ||||||||||||||||||||
Prospective Bidders | View project details and contacts | ||||||||||||||||||||
Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |