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Last Updated | 12/17/2021 04:29 AM |
Project Title | SR 8015 Over Leggett's Creek |
Physical Address | View project details and contacts |
City, State (County) | PA (Lackawanna 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 | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | This work consists of the structure rehabilitation of two State-Owned CMP Culverts on SR 8015 Section D51. The construction of the proposed structure rehabilitation will be completed with traffic open to SR 8015. Aluminum Tunnel Liner Plates will be installed to rehabilitate the existing pipes. A partial Aluminum Tunnel Liner Plate would be used in both pipes from the top of the concrete flow channel. A concrete curtain wall will be added at inlet and sloped concrete collar at the outlet. Type 1 and 2 concrete repairs are proposed for the pier nose and inlet headwall. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 488.000 01 n c Class 1 Excavation 0212-0014 Square Yard 1,193.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0422 Square Yard 22.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0106 Square Yard 22.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0250 Square Yard 22.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 2" Depth, Srl-h 0413-6045 Square Yard 22.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0608-0001 Lump Sum 1.000 01 n x Mobilization 0608-0010 Lump Sum 1.000 01 n x Std Pennsylvania Turnpike Insurance 0609-0003 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0470 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0503 Linear Foot 225.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 163.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 63.000 01 n j Type 31-Sc Guide Rail 0624-0001 Linear Foot 102.000 01 n j2 Right-Of-Way Fence, Type 1 0627-3020 Linear Foot 100.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 100.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0630-0021 Linear Foot 93.000 01 n k Plain Cement Concrete Curb, 4" Height 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 03 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 03 y x Internal Facilitation 0696-0610 Each 1.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 1.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 147.000 01 n c1, h No. 1 Coarse Aggregate 0804-0003 Pound 177.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 17.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0113 Square Yard 1,920.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0023 Lump Sum 1.000 01 n m1 Tree Trimming To a Max Height Of 20` 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0012 Linear Foot 244.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 165.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 107.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 75.000 01 n q, r Additional Traffic Control Signs 0901-0451 Each 2.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0931-0001 Square Foot 68.000 01 n r Post Mounted Signs, Type b 0937-0107 Each 9.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 9.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0330 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 1018-0070 Lump Sum 1.000 02 n c1, t1 Proj Removal Of Portion Of Existing Culvert 8571-0001 Lump Sum 1.000 02 n Yes s4 Proj Corrugated Aluminum Tunnel Liner Plate Pipe Culvert, As Designed, s-39579 9000-0001 Lump Sum 1.000 01 n m2 Proj Timber Mat 9000-0004 Linear Foot 116.000 01 n m2 Proj Cofferdam Alternate 9000-0005 Linear Foot 225.000 01 n m2 Proj Relocate Cofferdam Alternate 9000-0006 Cubic Yard 21.000 02 n c1 Proj Stored And Placed Streambed Material 9000-0007 Lump Sum 1.000 01 n p8 Proj Location, Support, And Adjustment Of Underground Conduit For Overhead Sign 9000-0008 Each 6.000 01 n r Proj Add Red Sheeting On Type c Post (Both Sides) 9000-0041 Square Foot 55.000 02 n s2 Proj Repair Deteriorated Concrete - Type 1 9000-0042 Square Foot 110.000 02 n s2 Proj Repair Deteriorated Concrete - Type 2 9000-0098 Lump Sum 1.000 01 n h Proj Waterline Relocation 9000-0152 Dollar 15,000.000 $1.00 $15,000.00 03 y s2 Proj Unforseen Bridge Repairs 9000-1000 Square Yard 538.000 02 n h Proj Hdpe Textured Liner 40 Mil 9000-2000 Lump Sum 1.000 02 n s4 Proj Flexi Baffle |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |