Similar Projects
Last Updated | 02/24/2022 04:49 AM |
Project Title | Bridge End Slab Rehabilitation on I-55 at Various Locations |
Physical Address | View project details and contacts |
City, State (County) | (Lincoln, Pike Counties) |
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 | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Bridge End Slab Rehabilitation on I-55 at Various Locations in Lincoln & Pike Counties. Roadway Items 2,886 Square Yard 202-B006 Removal of Asphalt Paved Shoulders, All Depths 204 Square Yard 202-B029 Removal of Bridge End Pavement 3,541 Square Yard 202-B069 Removal of Concrete Pavement w/ Variable Depth Overlay 773 Square Yard 202-B073 Removal of Concrete Pavement, All Depths 6,630 Linear Feet 202-B121 Removal of Edge Drain 2,720 Linear Feet 202-B150 Removal of Guard Rail Including Post, Blockouts & Hardware 2,700 Linear Feet 202-B240 Removal of Traffic Stripe 228 Cubic Yard 203-G002 Excess Excavation, LVM, AH 12 Cubic Yard 221-A001 Concrete Paved Ditch 138 Cubic Yard 304-A008 Granular Material, LVM, Class 6, Group D 425 Ton 403-A015 9.5-mm, ST, Asphalt Pavement 245 Ton 403-D007 9.5-mm, HT, Asphalt Pavement, Polymer Modified 8,129 Square Yard 406-D001 Fine Milling of Bituminous Pavement, All Depths 610 Gallon 407-A001 Asphalt for Tack Coat 1,368 Linear Feet 413-B001 Cleaning and Sealing Joints 396 Linear Feet 501-D001 Expansion Joints, With Dowels 92 Linear Feet 501-E001 Expansion Joints, Without Dowels 204 Square Yard 502-A001 Reinforced Cement Concrete Bridge End Pavement 3,541 Square Yard 503-A001 8" and Variable Continuously Reinforced Concrete Pavement, Broom Finish 773 Square Yard 503-A002 8" and Variable Jointed Concrete Pavement 3,236 Linear Feet 503-B001 Saw Cut, Longitudinal Joints 13,884 Linear Feet 503-C010 Saw Cut, Full Depth 719 Cubic Yard 503-D001 Concrete for Base Repair 864 Each 503-E002 Tie Bars, No. 5 Deformed Drilled and Epoxied or Grouted 408 Each 503-F002 1" Smooth Dowel Bars, Drilled & Epoxied or Grouted 6,630 Linear Feet 605-H001 Edge Drain 1,255 Linear Feet 605-I001 Edge Drain Outlets/Vents 1,950 Linear Feet 606-B002 Guard Rail, Class A, Type 1, 'W' Beam 4 Each 606-D005 Guard Rail, Bridge End Section, Type A 8 Each 606-D022 Guard Rail, Bridge End Section, Type I 12 Each 606-E005 Guard Rail, Terminal End Section, Flared 4 Each 606-G001 Special Sections, Bridge Connector 1 Lump Sum 618-A001 Maintenance of Traffic 2 Square Feet 618-B001 Additional Construction Signs 3,315 Linear Feet 619-A1002 Temporary Traffic Stripe, Continuous White 3,315 Linear Feet 619-A2002 Temporary Traffic Stripe, Continuous Yellow 3,315 Linear Feet 619-A3002 Temporary Traffic Stripe, Skip White 1 Lump Sum 620-A001 Mobilization 3,615 Linear Feet 626-A002 6" Thermoplastic Double Drop Traffic Stripe, Skip White 4,515 Linear Feet 626-C001 6" Thermoplastic Double Drop Edge Stripe, Continuous White 4,515 Linear Feet 626-F002 6" Thermoplastic Double Drop Edge Stripe, Continuous Yellow 55 Each 627-K001 Red-Clear Reflective High Performance Raised Markers 44 Each 630-F006 Delineators, Guard Rail, White 44 Each 630-F007 Delineators, Guard Rail, Yellow 2 Each 907-619-E3001 Changeable Message Sign ALTERNATE GROUP AA NUMBER 1 443 Cubic Yard 304-H001 3/4" and Down Crushed Stone Base, LVM ALTERNATE GROUP AA NUMBER 2 443 Cubic Yard 304-H002 Size 610 Crushed Stone Base, LVM ALTERNATE GROUP AA NUMBER 3 443 Cubic Yard 304-H003 Size 825B Crushed Stone Base, LVM |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |