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Last Updated | 01/28/2022 04:26 AM |
Project Title | SR 3034 Over Middle Creek |
Physical Address | View project details and contacts |
City, State (County) | PA (Wayne 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 | $500,000 to $999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | For the improvement of certain section of highways and bridges in WAYNE COUNTY, LAKE TOWNSHIP, COMMONWEALTH OF PENNSYLVANIA, STATE ROUTE 3034, SECTION D50. The project consists of the replacement of an existing structure located on S.R. 3034 (Mid Valley Road), carrying traffic over Middle Creek in Lake and South Canaan Townships, Wayne County, PA. The existing dual-60” CMPs will be replaced with an 18’-0” wide x 8-0” high precast concrete box culvert. The proposed structure and approach roadway will consist of two 9’-0” travel lanes and two 2’-0” to 10’-0” shoulders. Traffic will be detoured onto SR 3018 (Cortez Road) and SR 0296 (Easton Turnpike) during construction. The detour will be approximately 4 miles. All work contained within an overall length of 650 linear feet (0.123 miles) as indicated on the approved drawings included in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 2,542.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 54.000 01 n g4 Saw Cutting 0205-0100 Cubic Yard 300.000 01 n c1 Foreign Borrow Excavation 0205-0266 Cubic Yard 66.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 0205-0290 Cubic Yard 13.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0212-0001 Linear Foot 393.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,930.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0320 Square Yard 1,573.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0350-0106 Square Yard 1,771.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0195 Square Yard 1,573.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-6035 Square Yard 1,573.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 3,146.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 4601-0383 Linear Foot 146.000 01 n Yes h Proj 48" Thermoplastic Pipe, Group Iv, 7'-2.5' Fill , Temporary Bypass Pipe 0608-0001 Lump Sum 1.000 01 n x Mobilization 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 0610-7002 Linear Foot 393.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 20.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 155.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 188.000 01 n j Type 31-s Guide Rail 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 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 0802-0001 Cubic Yard 50.000 01 n c1, m Topsoil Furnished And Placed 0804-0003 Pound 22.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0014 Pound 10.000 01 n m3 Seeding - Formula e 0804-0020 Pound 5.000 01 n m3 Seeding And Soil Supplements - Formula l 0804-0021 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula w 0806-0113 Square Yard 81.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0140 Square Yard 78.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0811-0003 Linear Foot 655.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0850-0032 Cubic Yard 72.000 01 n c1 Rock, Class r-4 0855-0003 Each 3.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 3.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0018 Linear Foot 690.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 25.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0931-0001 Square Foot 93.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 65.000 01 n r Post Mounted Signs, Type f 0937-0106 Each 12.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 12.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0962-1005 Linear Foot 1,282.000 01 n o 4" Yellow Waterborne Pavement Markings 1018-0060 Lump Sum 1.000 02 n c1, t1 Proj Removal Of Existing Culvert e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-39240 a 1002-0053 Pound 946.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 02 n s4 Std Precast Reinforced Concrete Box Culvert o 8520-0001 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Linear Foot 135.000 01 n j2 Proj Remove And Reset Post And Wire Fence 9000-0002 Lump Sum 1.000 01 n c1 Proj Stockpile And Place Native Streambed Material 9000-0003 Lump Sum 1.000 01 n m2 Proj Temporary Stream Diversion |
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Details | Bridge, New Construction.
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