Similar Projects
| Last Updated | 09/13/2019 04:22 AM |
| Project Title | SR2017 Slide Flood Repair 2018 |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Lycoming County) |
| 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 | $1,000,000 to $2,499,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Embankment Failure Repair, Including Selected Borrow Excavation Rock, Superpave Base and Wearing Courses, Drainage, Guide Rail, and Other Related Work Within an Overall Length of 725.00 Linear Feet (0.137 Mile) as Indicated on Approved Drawings For State Route 2017, Section 025 from Approximately 0.8 Mile North of the Intersection With State Route 4029 at Segment 0030 offset 0451 to Approximately 1.4 Mile South of the Intersection With State Route 2019 at Segment 0030 Offset 1276 in Franklin and Jordan Townships, Lycoming County. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0203-0001 Cubic Yard 6,967.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 343.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 15.000 01 n c1, h, s Class 4 Excavation 4205-0100 Cubic Yard 1,529.000 01 n Yes c1 Proj Foreign Borrow Excavation (206 Rock) 0205-0363 Ton 2,500.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 23.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-4 0205-0365 Ton 210.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-5 0205-0366 Ton 5,741.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-6 0205-0368 Ton 1,646.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-8 0205-0381 Ton 185.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0385 Ton 55.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0205-0390 Ton 24.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0212-0014 Square Yard 3,972.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0322 Square Yard 1,595.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3million Esals, 25.0 Mm Mix, 4" Depth 0350-0106 Square Yard 2,162.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0385 Square Yard 1,595.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0460-0004 Gallon 80.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 345.000 01 n f4 Bituminous Prime Coat e 0601-0355 Linear Foot 42.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8'-2' Fill o 0601-7326 Linear Foot 42.000 n h 24" Reinforced Concrete Pipe, Type b, 10' - 2' Fill 0605-2600 Each 1.000 01 n k Type d Endwall 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-1600 Linear Foot 450.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 100.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0804-0003 Pound 145.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0006 Pound 25.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 492.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 4806-0130 Square Yard 441.000 01 n Yes m2 Proj Temporary Long-Term, Rolled Erosion Control Product, Type 4 Organic 4808-0105 Each 150.000 01 n Yes m Proj Tree Live Stakes, Black Willow 4808-0113 Each 150.000 01 n Yes m Proj Tree Live Stakes, Gray Dogwood 0808-3321 Each 4.000 01 n m Swamp White Oak - (1 1/2" Cal. b&b) 0808-3350 Each 4.000 01 n m Willow Oak - (1" Cal. b&b) 0808-3730 Each 4.000 01 n m Arrowwood Viburnum - (2' Ht. b&b) 0808-4100 Each 23.000 01 n m Red Osier Dogwood - (18" Ht. b.r.) 0808-4786 Each 26.000 01 n m Spicebush - (18" Ht. Container) 0808-7111 Each 30.000 01 n m Elderberry (18" Ht. b.r. Or Container) 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0032 Linear Foot 425.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0231 Day 100.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0937-0107 Each 18.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0339 Each 1.000 01 n r Flexible Delineator Post, Ground-Mounttype Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 1001-0020 Cubic Yard 273.000 01 n k Class c Cement Concrete 1001-0801 Cubic Yard 273.000 01 n x Anti-Washout Admixture 9000-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y e, f Std Repair Of Local Roads 9000-0002 Linear Foot 86.000 01 n h Proj 18" Diameter Temporary Pipe 9000-0003 Linear Foot 96.000 01 n h Proj 24" Diameter Temporary Pipe 9000-0004 Lump Sum 1.000 01 n c1, j1 Proj Temporary Water Diversion System 9000-0005 Lump Sum 1.000 01 n c1 Std Temporary Diversion Device 9000-0006 Linear Foot 175.000 01 n h Proj 4" Perforated Pipe 9000-0007 Cubic Yard 30.000 01 n c1 Proj Furnish And Place Native Streambed Material 9000-0008 Cubic Yard 60.000 01 n c1 Proj Recover And Place Native Streambed Material 9000-0009 Each 13.000 01 n m2 Proj Multi-Log Vane Deflector 9000-5000 Each 1.000 01 n m2 Std Concrete Washout | ||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
