Similar Projects
| Last Updated | 02/15/2019 05:18 AM |
| Project Title | Airport Rd to SR 15 |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Union 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 | $500,000 to $999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Milling And Resurfacing Of Existing Roadway, Including Flexible Base Replacement, Superpave Asphalt Mixture Scratch And Wearing Courses, Guide Rail, Pavement Markings, And Other Miscellaneous Construction As Indicated On Approved Drawings For State Route 1018, Section 003 From The Beginning Of State Route 1018 At Segment 0010 Offset 0000 To The Intersection With State Route 15 At Segment 0020 Offset 1857 In Kelly Township, Union County And For State Route 2007, Section 019 From The Intersection With Township Road t-355 (Smoketown Road) At Segment 0070 Offset 0000 To The Intersection With State Route 1018 At Segment 0120 Offset 0530 In Buffalo, East Buffalo And Kelly Townships And Lewisburg Borough, Union County. 0205-0363 Ton 1.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0316-0437 Ton 926.000 01** n f Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 478.000 01** n c, e Subbase (No. 2a) 0411-0492 Ton 2,811.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-2495 Ton 1,408.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0004 Gallon 6,868.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 3,738.000 01** n f4 Bituminous Prime Coat 0491-0021 Square Yard 31,180.000 01** n f3 Milling Of Bituminous Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0605-2630 Each 1.000 01 n k Type e-s Endwall 4605-4010 Each 1.000 01 n Req c1, h Std Remove Existing Inlet 0608-0001 Lump Sum 1.000 01** n x Mobilization 0610-7002 Linear Foot 1,080.000 01** n h2 6" Pavement Base Drain 0619-0459 Each 5.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 4.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 588.000 02 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0575 Linear Foot 300.000 01 n j Guide Rail Element 0620-0585 Linear Foot 313.000 02 n j Rubbing Rail 0620-0871 Each 1.000 02 n j Buried-In-Backslope Terminal 0620-1600 Linear Foot 1,250.000 01** n j Type 31-s Guide Rail 0620-1602 Linear Foot 75.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts0620-1625 Linear Foot 125.000 01 n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail With 8' Extra Length Posts 0620-1635 Linear Foot 100.000 01 n j Type 31-Scc Guide Rail 0620-1638 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail With 8' Extra Length Posts 0620-1645 Linear Foot 50.000 01** n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 4.000 01** n j Type 31-Strong Post In-Line Anchor 4656-0010 Ton 392.000 01** n Req e, f Std Paved Shoulders, Type 6-Sp (Excludes Wearing Course) 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.0000 $1,000.00 01 y x Internal Facilitation 0901-0001 Lump Sum 1.000 01** n q Std Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 102,792.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0331 Linear Foot 243.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0937-0105 Each 10.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 24.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 26.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/w) 4956-0101 Linear Foot 120.000 01 n Yes p8 Std Loop Sensor (3 Turns) 0962-1000 Linear Foot 16,828.000 01** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 81.000 02 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 24,488.000 01** n o 4" Yellow Waterborne Pavement Markings 0964-0005 Linear Foot 60.000 02 n o 6" White Epoxy Pavement Markings 0964-0021 Linear Foot 250.000 01** n o 24" White Epoxy Pavement Markings 0964-0101 Each 1.000 02 n o3 White Epoxy Legend, "Only", 8' - 0" 0964-0222 Each 1.000 02 n o3 White Epoxy Legend, "Right Arrow", 12' - 0" x 3' - 0" 9000-0016 Ton 25.000 01** n f Std Paved Drive And Side Road Overlays (Wearing Only) 9000-0025 Lump Sum 1.000 01 n m1 Proj Tree Trimming To a Maximum Of 30' 9000-0026 Lump Sum 1.000 02 n m1 Proj Tree Trimming To a Maximum Of 30' 9000-0340 Square Yard 465.000 02 n k2, s2 Std Epoxy Based Surface Treatment For Bridge Decks 9000-6174 Dollar 9,000.000 $1.0000 $9,000.00 01** y x Std Superpave Pwt Incentive | ||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
