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Last Updated | 04/27/2020 08:12 AM |
Project Title | Constructing the Resurfacing and Additional Lane (Widening, Traffic Signs, and Traffic Stripe) |
Physical Address | View project details and contacts |
City, State (County) | AL (Limestone 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 | $15,119,338 to $18,479,191 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Constructing the Resurfacing and Additional Lane (Widening, Traffic Signs, and Traffic Stripe) on I-565 from 0.545 mile west of the I-65 Interchange to 0.250 mile west of the County Line Road Interchange southwest of Madison. 206D001 Removing Guardrail 1,628 LF 206E000 Removing Headwalls 1 Each 206E008 Removing Guardrail End Anchor (All Type) 42 Each 206E041 Removing Impact Attenuators 3 Each 210A000 Unclassified Excavation 25,223 CUYD 210D001 Borrow Excavation (Loose Truckbed Measurement) 1,606 CUYD 224A000 Lime Sink Excavation 400 CUYD 230A000 Roadbed Processing 300 RBST 260A002 Cement Mortar Flowable Backfill, Mix 3 64 CUYD 327A020 Plant Mix Bituminous Base, Mix 1 14,430 Ton 327A021 Plant Mix Bituminous Base, Mix 2 9,606 Ton 401B108 Bituminous Treatment G (With Polymer Additive) 21,270 SQYD 405A000 Tack Coat 54,028 Gal 407B000 Joint Sealant For Hot Mix Asphalt Pavement 28 Mile 408B000 Micro-Milling Existing Pavement (Approximately 0.00" Thru 1.00" Thick) 324,776 SQYD 408B001 Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) 433,467 SQYD 410H000 Material Remixing Device 1 Each 420A015 Polymer Modified Open Graded Friction Course 13,892 Ton 420B000 Open Graded Friction Course Tack Coat 56,419 Gal 423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 26,757 Ton 423B001 Stone Matrix Asphalt Binder Layer, 1.0" Maximum Aggregate Size 5,661 Ton 424A278 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range E 323 Ton 424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 14,768 Ton 424B285 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range E 1,500 Ton 424B287 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range E 1,886 Ton 424B288 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range E 1,500 Ton 424B289 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range E 1,500 Ton 424B651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D 3,722 Ton 424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D 750 Ton 424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D 11,664 Ton 428A001 Scoring Bituminous Pavement Surface 29 Mile 430B014 Aggregate Surfacing (ALDOT #410 Modified) 400 Ton 430B042 Aggregate Surfacing (Crushed Aggregate Base, Type A) 1,339 Ton 430B046 Aggregate Surfacing (Aldot #2) 1,000 Ton 430B050 Aggregate Surfacing(ALDOT#1) 3,250 Ton 600A000 Mobilization (1.000) LS 610C001 Loose Riprap, Class 2 600 Ton 610D003 Filter Blanket, Geotextile 997 SQYD 620A000 Minor Structure Concrete 1 CUYD 630A001 Steel Beam Guardrail, Class A, Type 2 1,806 LF 630C001 Guardrail End Anchor, Type 8 4 Each 630C003 Guardrail End Anchor, Type 13 9 Each 630C080 Guardrail End Anchor, Type 20 Series (MASH) 34 Each 631C010 Guardrail Reset 1,838 LF 631E001 Guardrail End Anchor, Type 8, Reset 16 Each 631E003 Guardrail End Anchor, Type 13, Reset 6 Each 650A000 Topsoil 2,267 CUYD 652A100 Seeding 2 Acre 654A001 Solid Sodding (Bermuda) 12,787 SQYD 656A010 Mulching 2 Acre 665A000 Temporary Seeding 3 Acre 665B001 Temporary Mulching 15 Ton 665E000 Polyethylene 1,000 SQYD 665G000 Sand Bags 1,000 Each 665J002 Silt Fence 4,849 LF 665N000 Temporary Coarse Aggregate,ALDOT Number 1 1,750 Ton 665N003 Temporary Coarse Aggregate,ALDOT Number 2 50 Ton 665O001 Silt Fence Removal 4,849 LF 665P005 Inlet Protection, Stage 3 Or 4 36 Each 665Q002 Wattle 2,220 LF 680A001 Geometric Controls (1.000) LS 698A000 Construction Fuel (Maximum Bid Limited to $ 1,125,000.00) (1.000) LS 701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 18 Mile 701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 18 Mile 701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 27 Mile 701B059 Dotted, Class W, Type A Traffic Stripe(Lane Drop 10" Wide) 615 LF 701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 5,570 LF 701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 8,348 LF 701C000 Broken Temporary Traffic Stripe 97 Mile 701C001 Solid Temporary Traffic Stripe 130 Mile 701C004 Broken Temporary Traffic Stripe (Tape) 4 Mile 701C005 Solid Temporary Traffic Stripe (Tape) 3 Mile 701D008 Solid Traffic Stripe Removed (Plastic) 5 Mile 701D015 Broken Traffic Stripe Removed (Plastic) 5 Mile 701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 6,868 LF 701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 3,434 LF 701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 3,434 LF 701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 2,284 LF 701H002 Solid Traffic Stripe Removed (Tape) 6,868 LF 701H007 Broken Traffic Stripe Removed (Tape) 4,541 LF 703A002 Traffic Control Markings, Class 2, Type A 13,006 SQFT 703B002 Traffic Control Legends, Class 2, Type A 250 SQFT 703D001 Temporary Traffic Control Markings 128 SQFT 705A011 Pavement Markers, Class C, Type 1-A 8,916 Each 705A012 Pavement Markers, Class C, Type 1-B 6,487 Each 705A030 Pavement Markers, Class A-H, Type 2-C 2,078 Each 705A031 Pavement Markers, Class A-H, Type 1-A 5,739 Each 705A032 Pavement Markers, Class A-H, Type 1-B 2,137 Each 710A170 Class 4, Aluminum Flat Sign Panels 0.08" Thick (Type IV Background) 48 SQFT 710A180 Class 2A Aluminum Flat Sign Panels 0.125" Thick (Type IV Background) 146 SQFT 710A185 Class 6 Aluminum Flat Sign Panels 0.125" Thick (Type IV or XI Background) 72 SQFT 710A187 Class 6 Aluminum Multiple Flat Sign Panels 0.125" Thick (Type IV or XI Background) 550 SQFT 710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) 39 LF 710C000 Removal Of Existing Roadway Signs (1.000) LS 715A000 Overhead Roadway Sign Structure OHC-1 (1.000) LS 715A001 Overhead Roadway Sign Structure OHC-2 (1.000) LS 715A002 Overhead Roadway Sign Structure OHC-3 (1.000) LS 720A076 Vehicular Impact Attenuator Assembly (MASH) (Bi-directional,TL-3) 3 Each 726A000 Portable Concrete Safety Barriers, Type 6 16,716 LF 726A001 Portable Concrete Safety Barriers, Type 6-A 70 LF 726D025 Portable Impact Attenuator Assembly (Unidirectional,TL-3) 6 Each 740B000 Construction Signs 5,385 SQFT 740C000 Special Construction Signs 158 SQFT 740D000 Channelizing Drums 400 Each 740E000 Cones (36 Inches High) 1,200 Each 740M001 Ballast For Cone 1,200 Each 741C010 Portable Sequential Arrow And Chevron Sign Unit 4 Each 742A001 Portable Changeable Message Sign, Type 2 6 Each 999 000 Trainee Hours At 80 Cents Per Hour 1,040 HOUR |
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