Similar Projects
Last Updated | 04/09/2021 03:17 AM |
Project Title | SR 407 over Lackawanna Lake |
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 | For the improvement of certain section of roadway and bridge in Lackawanna County, North Abington Township, Commonwealth Of Pennsylvania, State Route 0407, Section 251.. The project being situated as follows: From approximately ¼ mile Northwest of the intersection with SR 0524 at Segment 0120 Offset 0915 (Station 296+05) to a point approximately ¾ mile Southeast of the intersection with SR 0438 at Segment 0130 Offset 0739 (Station 309+18) along SR 0407 Sec 251, North Abington Road with a total length of 1,113.00 Ft. (0.21 Mi.). This project involves bridge rehabilitation to an existing three (3) span spread box beam bridge in Lackawanna County. Bridge rehabilitation activities include replacing the existing deteriorated concrete bridge deck with a new continuous 8” minimum concrete bridge deck/superstructure, updated parapets, beam end repairs, substructure repairs, rock protection, approach paving, and updated guiderail. Traffic control during construction will be half width with temporary signals. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 444.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 227.000 01 n c1 Class 1b Excavation 0204-0100 Cubic Yard 193.000 03 n c1, s1, t1 Class 3 Excavation 4205-0265 Cubic Yard 141.000 03 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-5 Choked With No. 1 Coarse Aggregate 0205-0281 Cubic Yard 135.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 4205-0281 Cubic Yard 19.000 03 n Yes c1 Proj Selected Borrow Excavation, Coarse Aggregate, No. 1 Choked With No. 2a 0212-0014 Square Yard 3,539.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 616.000 03 n c3, h, m2 Geotextile, Class 4, Type c 0220-0020 Cubic Yard 7.000 03 n k1 Flowable Backfill, Type c 0313-0422 Square Yard 421.000 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 2,492.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 73.000 01 n c, e Subbase (No. 2a) 0413-0247 Square Yard 3,842.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0413-6045 Square Yard 1,648.000 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 0460-0003 Square Yard 4,263.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0012 Square Yard 2,194.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0619-0459 Each 4.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4619-0459 Each 2.000 01 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) Including Drilling And Sealing Of Posts 0620-0010 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 4620-0015 Each 2.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition Including Drilling And Sealing Posts 0620-0503 Linear Foot 1,670.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0900 Each 4.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 1,338.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail 0620-1660 Each 2.000 01 n j Type 31-Strong Post Anchor Terminal 0627-3020 Linear Foot 468.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0628-3020 Linear Foot 468.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0643-0001 Linear Foot 204.000 03 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 204.000 03 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0680-0121 Square Yard 141.000 03 n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0686-0060 Lump Sum 1.000 01 n x Construction Surveying, Type d, Modified 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025 Cubic Yard 89.000 03 n c1, h No. 57 Coarse Aggregate 0804-0002 Pound 25.000 01 n m3 Seeding And Soil Supplements - Formula c, Including Mulch 0806-0113 Square Yard 347.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003 Linear Foot 200.000 01 n j2, m Temporary Protective Fence 0867-0018 Linear Foot 835.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0222 Each 270.000 01 n q Temporary Lane Separator Curb 0901-0330 Linear Foot 1,860.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 1,520.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0350 Linear Foot 200.000 01 n o2, o3 4" Standard Pavement Markings, Tape, White 0901-0700 Each 1.000 01 n p Temporary Traffic Signals (Either Permanent Or Portable) 0910-0002 Each 2.000 03 n c1, p8 Junction Boxes j.b.-2 0910-5255 Linear Foot 482.000 03 n c1, p8 2" Conduit In Structure 0910-5259 Linear Foot 482.000 03 n c1, p8 3" Conduit In Structure 0937-0107 Each 34.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 34.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0195 Each 56.000 01 n j1, r Barrier Mounted Delineator, Side Mount Type r, (w/w) 0937-0214 Each 56.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0941-0001 Each 7.000 01 n r Reset Post Mounted Signs, Type b 0963-0004 Linear Foot 1,440.000 01 n o2, o3 4" Pavement Marking Removal 0964-0001 Linear Foot 2,437.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 2,119.000 01 n o 4" Yellow Epoxy Pavement Markings 1001-0611 Linear Foot 275.000 03 n t7 6" Structure Foundation Drain 1001-1000 Cubic Yard 297.000 03 n s9 Class Aaap Cement Concrete 1001-1080 Cubic Yard 62.000 03 n s2 Class Aa Cement Concrete 1002-0053 Pound 92,750.000 03 n s7 Reinforcement Bars, Epoxy Coated 1002-0140 Each 556.000 03 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0142 Each 12.000 03 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1002-0220 Pound 121.000 03 n s7 Stainless Steel Reinforcement Bars 1003-0011 Each 15.000 03 n s2 Dowel Holes, 24" Depth 1012-0001 Linear Foot 218.000 03 n j2, s4 Pedestrian Railing 1017-0002 Square Yard 30.000 03 n k1 Pressure Mortar Surfacing 1018-0050 Lump Sum 1.000 03 n t1 Proj Removal Of Portion Of Existing Bridge 1019-0050 Square Yard 1,385.000 03 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1046-0010 Square Yard 942.000 03 n k2 Epoxy Overlay 9000-0001 Linear Foot 615.000 03 n t1 Proj Removal Of Existing Bridge Railing (Department Property) 9000-0002 Each 10.000 01 n x Proj Utility Test Hole 9000-0003 Lump Sum 1.000 01 n x Proj Aids To Navigation Plan (Aton) 9000-0012 Dollar 10,000.000 $1.00 $10,000.00 01 y s2 Std Maintenance Of Existing Bridge 9000-0150 Cubic Foot 7.000 03 n s2 Std Prestressed Beam End Repairs 9000-0151 Dollar 25,000.000 $1.00 $25,000.00 03 y s2 Std Unforeseen Bridge Repairs 9000-0153 Cubic Foot 58.000 03 n s2 Std Class a Cement Concrete Special Repairs > 2" 9000-0156 Linear Foot 16.000 03 n s2 Std Bridge Expansion Joint System 9000-0158 Each 110.000 03 n s2 Std Adhesive Anchor, No. 5 Bar 9000-5000 Each 12.000 01 n q Proj Snowpole (Orange), 7'-0" 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System |
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Details | Bridge, New Construction.
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