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Last Updated | 03/05/2021 05:21 AM |
Project Title | North Creek Bridge |
Physical Address | View project details and contacts |
City, State (County) | PA (Cameron 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 | The description and location of the project is as follows: For the improvement of a certain section of State Highway In Cameron County, Shippen Township, Commonwealth Of Pennsylvania, State Route 0046, Section a04. The project being situated as follows: On State Route 0046 approximately 8 miles North of Emporium from Segment 0190/Offset 1787 to Segment 0190/Offset 0762, over North Creek. For the removal of the existing Single Span Reinforced Concrete Slab bridge and construction of its replacement Precast Reinforced Concrete Box Culvert, approach work consisting of superpave asphalt mixture designs for the base, binder and wearing course, guide rail, drainage, pavement markings, and miscellaneous construction for a total construction length of approximately 825 feet (0.156 miles) as indicated on the approved drawings. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 4,014.000 01** n c Class 1 Excavation 0204-0001 Cubic Yard 41.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 1.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 1,302.000 05 n c1 Foreign Borrow Excavation 0205-0363 Ton 345.000 01** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 177.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0366 Ton 150.000 01** n c1 Selected Borrow Excavation Rock, Class r-6 0212-0001 Linear Foot 235.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 3,490.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,884.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 500.000 $1.00 $500.00 01 y z Temporary Project Air Pollution Control 0313-0020 Square Yard 1,474.000 05 n e Superpave Asphalt Mixture Design, Base Course, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0024 Square Yard 927.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0037 Ton 59.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix 0316-0037 Ton 102.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 3,134.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 347.000 01** n c, e Subbase (No. 2a) 0413-0039 Square Yard 3,194.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-2014 Ton 55.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6005 Square Yard 993.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 58s-28, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7001 Ton 43.000 01** n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 58s-28, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 6,736.000 01** n f4 Asphalt Tack Coat 0461-0001 Square Yard 780.000 01 n f4 Asphalt Prime Coat 0491-0019 Square Yard 1,763.000 01** n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4601-0004 Linear Foot 52.000 01 n Req c1, h Std Remove Existing Pipe e 0601-0313 Linear Foot 61.000 01 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-8318 Linear Foot 61.000 01 n h 18" Reinforced Concrete Pipe, Type b, 50' - 1.5' Fill o 0601-9393 Linear Foot 61.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0608-0001 Lump Sum 1.000 04 n x Mobilization 0609-0007 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 0610-7001 Linear Foot 235.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 30.000 01 n h2 4" 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 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4619-0459 Each 3.000 05 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) (Includes Removal) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 1,512.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 588.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 713.000 05 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 50.000 01 n Yes j Std Type 31-Sc Guide Rail With Rubbing Rail And Wood Offset Brackets 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 0677-0002 Ton 106.000 01 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 03 y x Internal Facilitation 0703-0020 Cubic Yard 120.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 93.000 01 n c1, h No. 57 Coarse Aggregate 0804-0004 Pound 13.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 118.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0007 Pound 7.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0806-0113 Square Yard 192.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0808-0140 Each 470.000 01 n m Live Stakes 0808-3032 Each 36.000 01 n m Sugar Maple - (1 1/2" Cal. b&b) 0808-3072 Each 36.000 01 n m Red Maple - (1 1/2" Cal. b&b) 0808-3272 Each 36.000 01 n m American Sycamore - (1 1/2" Cal. b&b) 0808-3296 Each 36.000 01 n m Hybrid Poplar - (1 1/2" Cal. b.r.) 0810-0050 Lump Sum 1.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 284.000 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 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 0867-0012 Linear Foot 761.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 05 n q Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 200.000 05 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 3,199.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 3,200.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 05 n q 3-Line Changeable Message Sign Without Telecommunications 4901-1000 Linear Foot 1,320.000 05 n Req q Std Temporary Removable Rumble Strips 0937-0104 Each 8.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 31.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339 Each 7.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type b 0962-1000 Linear Foot 1,651.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,650.000 01 n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 6.000 01 n r Remove Post Mounted Signs, Type b 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-38689 a 1002-0053 Pound 2,072.000 02 n s7 Reinforcement Bars, Epoxy Coated a 9000-0002 Cubic Yard 10.000 02 n c1 Proj Overexcavation And Backfilling Under Foundations a 9000-0006 Lump Sum 1.000 02 n c1, s4 Std Stockpiling And Placement Of Streambed Material At Culvert o 8520-0001 Lump Sum 1.000 02 n s7 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Lump Sum 1.000 01 n m2 Std Temporary Diversion Dike System 9000-0014 Pound 9.000 01 n m3 Proj Seeding - Riparian Formula 9000-0015 Each 1.000 01 n r Std Covid-19 Safety Plan Sign 9000-0338 Each 2.000 01 n m2 Proj Pumped Water Bypass System 9000-0601 Linear Foot 89.000 05 n h Proj 18" Diameter Temporary Pipe 9000-0606 Linear Foot 110.000 05 n h Proj 60" Diameter Temporary Pipe |
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Details | Bridge, Addition.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |