Similar Projects
| Last Updated | 01/18/2019 07:21 AM |
| Project Title | SR 2005 over Tributary to Muncy CRK Flood RPR 2018 |
| Physical Address | View project details and contacts |
| City, State (County) | (Lycoming, Sullivan Counties) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Shoreline/Erosion/Drainage |
| 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 | Repairs Due To Flood Damage Including Cleaning Existing Ditches, Excavation, Selected Borrow Excavation Rock, Subbase, Cleaning Existing Pipe Culverts, Guide Rail, Cement Concrete, Steel Wire Fabric, Selected Borrow Excavation, Anti-Washout Admixture, Reinforcement Bars, Fabricated Structural Steel, Site Access, Adhesive Anchors, Debris Removal, Deposition Removal, And Other Related Work All As Indicated On The Approved Drawings For State Route 2005 Section 023 From Segment 7020 Offset 1550 To Segment 7024 Offset 0500 In Davidson Township, Sullivan County, State Route 2006, Section 025 From Segment 7010 Offset 2878 To Segment 7022 Offset 0500 In Davidson Township, Sullivan County, State Route 2003 Section 019 From Segment 7030 Offset 2810 To Segment 7040 Offset 0500 In Davidson Township, Sullivan County, State Route 2003, Section 020 At Segment 7052 Offset 1651 To Segment 7062 Offset 0500 In Davidson Township, Sullivan County, State Route 1005 Section 032 At Segment 0090 Offset 1284 To Segment 0100 Offset 7130 In Plunketts Creek Township, Lycoming County, State Route 1006 Section 038 At Segment 0110 Offset 1393 To Segment 0110 Offset 2412 In Cascade Township, Lycoming County, State Route 2051 Section 003 At Segment 0110 Offset 1919 To Segment 0120 Offset 2905 In Mill Creek Township, Lycoming County, And State Route 2002 Section 028 At Segment 0020 Offset 0280 To Segment 0140 Offset 04650 In Davidson Township, Sullivan County. 0204-0010 Linear Foot 1,767.000 30 n c1, h Cleaning Existing Ditches 4205-0363 Ton 302.000 03** n Yes c1 Std Selected Borrow Excavation Rock, Class r-3 (Includes Excavation) 4205-0364 Ton 9.000 03 n Yes c1 Std Selected Borrow Excavation Rock, Class r-4 (Includes Excavation) 4205-0368 Ton 588.000 03** n Yes c1 Std Selected Borrow Excavation Rock, Class r-8 (Includes Excavation) 0212-0014 Square Yard 381.000 03** n c3, h, m2 Geotextile, Class 4, Type a 0350-0121 Ton 8.000 03** n c, e Subbase (No. 2a) 4350-0121 Ton 951.000 30 n Yes c, e Std Subbase (No. 2a) (Includes Excavation) 0461-0002 Gallon 1,921.000 30 n f4 Bituminous Prime Coat 0601-5901 Linear Foot 40.000 30 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0608-0001 Lump Sum 1.000 03** n x Mobilization 0620-0010 Each 2.000 30 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 1.000 15 n j Terminal Section, Single 0620-0503 Linear Foot 339.000 11** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0594 Linear Foot 82.000 11 n j Structure Mounted Guide Rail 0620-0870 Each 2.000 15 n j Anchored Backslope Terminal, Type 1 0620-1600 Linear Foot 436.000 11** n j Type 31-s Guide Rail 0620-1625 Linear Foot 125.000 11** n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 44.000 11** n j Curved w-Beam Guide Rail At Intersections 0620-1650 Each 7.000 11** n j Type 31-Strong Post End Treatment 0689-0001 Lump Sum 1.000 03** n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.0000 $1,000.00 03 y x Internal Facilitation 0901-0001 Lump Sum 1.000 03 n q Std Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 07 n q Std Maintenance And Protection Of Traffic During Construction 0901-0003 Lump Sum 1.000 11 n q Std Maintenance And Protection Of Traffic During Construction 0901-0004 Lump Sum 1.000 15 n q Std Maintenance And Protection Of Traffic During Construction 0901-0005 Lump Sum 1.000 19 n q Std Maintenance And Protection Of Traffic During Construction 0901-0006 Lump Sum 1.000 23 n q Std Maintenance And Protection Of Traffic During Construction 0901-0007 Lump Sum 1.000 27 n q Std Maintenance And Protection Of Traffic During Construction 0901-0013 Lump Sum 1.000 30 n q Std Maintenance And Protection Of Traffic During Construction 0937-0105 Each 4.000 30 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 2.000 30 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 6.000 30 n j, r Guide Rail Mounted Delineator Type d, (w/w) 1001-0010 Cubic Yard 73.000 23 n s2 Class a Cement Concrete 5001-0204 Pound 975.000 23 n Yes s7 Proj 6 x 6 Steel Wire Fabric w4 x w4 Epoxy Coated 5001-0730 Cubic Yard 129.000 23 n Yes c1, s4 Std Selected Borrow Excavation, Structure Backfill (o.g.s. Or No. 57 Coarse Aggregate) 1001-0801 Cubic Yard 73.000 23 n x Anti-Washout Admixture 1002-0052 Pound 3,002.000 23 n s7 Reinforcement Bars, Epoxy Coated 1056-0100 Pound 4,194.000 11** n t3 Fabricated Structural Steel 5071-0001 Lump Sum 1.000 15 n Yes v Proj Painting Existing Structural Steel Using Surface Tolerant Coating Systems (Zone Maintenance) 9000-0005 Lump Sum 1.000 23 n c1 Std Diversion Dike 9000-0010 Ton 69.000 23 n c1 Proj Selected Borrow Excavation Rock, Class r-8 (Grouted, Includes Excavation) 9000-0099 Each 3.000 03 n c1 Std Site Access 9000-0100 Each 2.000 07 n c1 Std Site Access 9000-0101 Each 4.000 11 n c1 Std Site Access 9000-0102 Each 2.000 15 n c1 Std Site Access 9000-0103 Each 2.000 19 n c1 Std Site Access 9000-0104 Each 1.000 23 n c1 Std Site Access 9000-0105 Each 1.000 27 n c1 Std Site Access 9000-0305 Each 214.000 23 n s2 Std Adhesive Anchor, No. 5 Bar, Epoxy Coated 9000-0307 Each 112.000 11 n s2 Std Adhesive Anchor, No. 7 Bar, Epoxy Coated 9000-0390 Cubic Yard 3.000 03 n c Std Debris Removal 9000-0391 Cubic Yard 1,876.000 11** n c Std Deposition Removal 9000-0806 Dollar 2,000.000 $1.0000 $2,000.00 03 y m2 Std Erosion Control Measures 9000-0807 Dollar 2,000.000 $1.0000 $2,000.00 07 y m2 Std Erosion Control Measures 9000-0808 Dollar 2,000.000 $1.0000 $2,000.00 11 y m2 Std Erosion Control Measures 9000-0809 Dollar 2,000.000 $1.0000 $2,000.00 15 y m2 Std Erosion Control Measures 9000-0810 Dollar 2,000.000 $1.0000 $2,000.00 19 y m2 Std Erosion Control Measures 9000-0811 Dollar 2,000.000 $1.0000 $2,000.00 23 y m2 Std Erosion Control Measures 9000-0812 Dollar 2,000.000 $1.0000 $2,000.00 27 y m2 Std Erosion Control Measures 9000-0813 Dollar 10,000.000 $1.0000 $10,000.00 30 y m2 Std Erosion Control Measures 9000-5000 Each 1.000 23 n m2 Std Concrete Washout | ||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
