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Last Updated | 09/25/2020 06:25 AM |
Project Title | SR 3016 Over Mill Creek |
Physical Address | View project details and contacts |
City, State (County) | PA (Bradford 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 | The description and location of the project are as follows: This work is for the removal of portion of existing bridge, construction of a single span prestressed spread box beam bridge or an approved equal over Mill Creek, demolition, excavation, selected borrow excavation rock, subbase, superpave asphalt mixture design base and wearing courses, pavement base drain, guide rail, cement concrete sidewalk, selected material surfacing, tree planting, reinforcement bars, reinforced soil slope, and other miscellaneous construction all within an overall length of 622.78 linear feet (0.118 miles) as indicated on the approved drawings included in the bid package for STATE ROUTE 3016, SECTION 008 from approximately 0.54 miles southeast of the intersection with Sterling Hill Road at Segment 0050 Offset 0970 to approximately 0.00 miles northwest of the intersection with State Route 14 at Segment 0050 Offset 1593 in Canton Borough, Bradford County. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 228.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 51.000 01 n g4 Saw Cutting 4205-0363 Ton 129.000 01 n Yes c1 Std Selected Borrow Excavation Rock, Class r-3 (Includes Excavation) 4205-0366 Ton 281.000 01 n Yes c1 Std Selected Borrow Excavation Rock, Class r-6 (Includes Excavation) 0212-0001 Linear Foot 264.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,122.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0330 Square Yard 648.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 8" Depth 0350-0106 Square Yard 648.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 26.000 01 n c, e Subbase (No. 2a) 0413-0195 Square Yard 648.000 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 0460-0004 Gallon 92.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 20.000 01 n f4 Asphalt Prime Coat 0601-5431 Cubic Yard 56.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7002 Linear Foot 264.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 79.000 01 n h2 6" Subsurface Drain Outlets 0615-0066 Each 4.000 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) 0620-0015 Each 4.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 85.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 300.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 113.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0676-0001 Square Yard 18.000 01 n k Cement Concrete Sidewalk 0677-0002 Ton 159.000 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 01 y x Internal Facilitation 0804-0001 Pound 3.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 2.000 01 n m3 Seeding - Formula e, Including Mulch 4808-0105 Each 150.000 01 n Yes m Proj Tree Tree (Live Stake, Willow) 4808-0106 Each 4.000 01 n Yes m Proj Tree (Red Maple, 2-3` Ht. Container) 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 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0025 Ton 20.000 01 n q Calcium Chloride 0937-0107 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 1001-0801 Cubic Yard 56.000 01 n x Anti-Washout Admixture 1018-0050 Lump Sum 1.000 02 n t1 Std Removal Of Portion Of Existing Bridge e 8010-0010 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, s-35802 a 1002-0053 Pound 22,412.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8000-0010 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0010 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure 9000-0001 Lump Sum 1.000 01 n c1 Std Temporary Diversion Dike System 9000-0003 Lump Sum 1.000 02 n c1 Proj Reinforced Soil Slope 9000-0006 Lump Sum 1.000 01 n c1 Std Reset Diversion Dike System 9000-0095 Each 2.000 01 n x Std Local Housing Inspections 9000-0099 Lump Sum 1.000 01 n c1 Proj Temporary Driveway 9000-2000 Dollar 5,000.000 $1.00 $5,000.00 01 y b1 Proj Asbestos Testing And Abatement 9000-2001 Dollar 5,000.000 $1.00 $5,000.00 01 y b1 Proj Hazardous Material Inspection, Testing And Abatement |
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Project Documents |
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