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Last Updated | 02/24/2022 05:05 PM |
Project Title | Street Improvements |
Physical Address | View project details and contacts |
City, State (County) | Mount Vernon, IN 47620 (Posey 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 | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Item # 1 Asphalt Paving, As Follows: a. Barter St. Ohio St. To West 4 Th St. Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth & Cleaning 4,217 Syd Patching 4.0” Hma 25.0 Mm Base 36 Ton Tack Furnish & Apply 421 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 366 Ton Stop Bars White Paint Pavement Marking - 24” Wide 5 Each Rr Crossing White Thermoplastic Pavement Marking 2 Each b. Munchoff St. West 2 Nd St. To West 4 Th St. Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth & Cleaning 2,243 Syd Patching 4.0” Hma 25.0 Mm Base 20 Ton Tack Furnish & Apply 224 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 194 Ton Stop Bars White Paint Pavement Marking - 24” Wide 4 Each c. Nettleton St. West 2 Nd St. To West 4 Th St. Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth & Cleaning 2,361 Syd Patching 4.0” Hma 25.0 Mm Base 20 Ton Tack Furnish & Apply 235 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 205 Ton Stop Bars White Paint Pavement Marking - 24” Wide 4 Each d. Pearl St. (1) West Water St. To West 4 Th St. Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Transitional Paving Joints 3,573 Syd Wedging Optional Wedgle & Level - 1” Average 30 Ton Tack Liquid Tack Adhesive 356 Gal Hma Surface 1.5” Depth, 9.5 Mm 309 Ton Stop Bars White Paint Pavement Marking - 24” Wide 5 Each e. Pearl St. (2) West 6 Th St. To Deadend Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Transitional Paving Joints 1,002 Syd Wedging Optional Wedge & Level – 1” Average 9 Ton Tack Liquid Tack Adhesive 100 Gal Hma Surface 1.5” Depth 9.5 Mm 87 Ton Stop Bars White Paint Pavement Marking - 24” Wide 5 Each f. e Grant St. Mulberry St. To Harrison Dr. Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth & Cleaning 2,829 Syd Patching 4.0” Hma 25.0 Mm Base 25 Ton Tack Furnish & Apply 281 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 245 Ton g. Harrison Dr. East Grant St. To East Lincoln Ave Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth & Cleaning 1,589 Syd Patching 4.0” Hma 25.0 Mm Base 14 Ton Tack Furnish & Apply 158 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 138 Ton Stop Bars White Paint Pavement Marking - 24” Wide 3 Each h. Locust St. Rr Crossing To East Lincoln Ave Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth & Cleaning 2,109 Syd Patching 4.0” Hma 25.0 Mm Base 19 Ton Tack Furnish & Apply 209 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 183 Ton Stop Bars White Paint Pavement Marking - 24” Wide 5 Each Rr Crossing White Thermoplastic Pavement Marking 1 Each i. Mulberry St. East Lincoln Ave To East 10 Th St. Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth & Cleaning 3,973 Syd Patching 4.0” Hma 25.0 Mm Base 34 Ton Tack Furnish & Apply 396 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 344 Ton Stop Bars White Paint Pavement Marking - 24” Wide 6 Each j. Barbee St. East 4 Th St. To East 6 Th St. Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth & Cleaning 1,660 Syd Patching 4.0” Hma 25.0 Mm Base 13 Ton Tack Furnish & Apply 166 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 144 Ton Stop Bars White Paint Pavement Marking - 24” Wide 4 Each k. Everett St. East 4 Th St. To East 6 Th St. Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth &Cleaning 1,653 Syd Patching 4.0” Hma 25.0 Mm Base 13 Ton Tack Furnish & Apply 165 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 143 Ton Stop Bars White Paint Pavement Marking - 24” Wide 4 Each l. Byrd St. East 4 Th St. To East 6 Th St. Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth & Cleaning 1,657 Syd Patching 4.0” Hma 25.0 Mm Base 13 Ton Tack Furnish & Apply 166 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 144 Ton Stop Bars White Paint Pavement Marking - 24” Wide 4 Each m. Elm St. East 4 Th St. To Deadend (Past Sycamore St) Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth & Cleaning 4,738 Syd Patching 4.0” Hma 25.0 Mm Base 43 Ton Tack Furnish & Apply 471 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 411 Ton Stop Bars White Paint Pavement Marking - 24” Wide 9 Each n. Harriett St. East 4 Th St. To East 5 Th St. Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth & Cleaning 1,097 Syd Patching 4.0” Hma 25.0 Mm Base 10 Ton Tack Furnish & Apply 109 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 95 Ton Stop Bars White Paint Pavement Marking - 24” Wide 2 Each o. Short Sycamore Canal St. To Sawmill St. Qty. Unit Mobilization Includes Traffic Control 1 Each Milling Mill 1.5” Depth & Cleaning 1,435 Syd Patching 4.0” Hma 25.0 Mm Base 13 Ton Tack Furnish & Apply 142 Gal Hma Surface 1.5” Hma 9.5 Mm Surface 124 Ton Summary Of Quantities Qty Unit Mobilization & Traffic Control 15 Each Milling-Full Width & Cleaning 31,561 Sy Milling – Transitional Paving Joints 4,575 Sy Optional Wedge & Level – 1” Avg. 39 Ton Hma Patching – 4” 273 Ton Liquid Tack 3,598 Gal Hma Surface – 1.5” 3,132 Ton Stop Bars-Pavement Marking - 24” Wide 60 Each Rr Crossing-Thermo Pavement Markings 3 Each (Includes 3 Stop Bars, 2 r’s & x) |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |