Similar Projects
| Last Updated | 06/21/2019 08:38 AM |
| Project Title | SR 93 over Nescopeck Creek |
| Physical Address | View project details and contacts |
| City, State (County) | Sugarloaf, PA (Luzerne 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 | $2,500,000 to $4,999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Reconstruction and improvement of a certain section of SR 0093 Section 350 in Luzerne County in Sugarloaf Township. The project being situated as follows: From approximately 3 miles Northwest of the intersection with SR 0081 at Segment 0220 Offset 2711 (Station 498+65) to a point approximately 1-mile South of the intersection with SR 0080 at Segment 0230 Offset 0700 (Station 510+15) along SR 0093, with a total length of 1050 Ft. (0.199 Mi.). The project scope of work consists of the replacement of existing Steel Pony Truss bridge with a proposed Two Span Prestressed Concrete Bulb-T Multi-Beam Bridge. Other work includes excavation, full depth bituminous pavement bridge approach work, drainage, guide rail, landscaping, E & S Control measures, temporary traffic control using a temporary bridge, pavement markings, signs, steel bridge removal, temporary excavation & support and other miscellaneous work as indicated on the drawings of the approved bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 4,176.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 302.000 01 n c1, h Class 2 Excavation 0205-0100 Cubic Yard 1,150.000 01 n c1 Foreign Borrow Excavation 0212-0001 Linear Foot 2,085.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 235.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0320 Square Yard 3,611.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0322 Square Yard 2,593.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0106 Square Yard 6,204.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0382 Square Yard 6,588.000 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-h 0411-1392 Ton 2.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0411-6350 Square Yard 3,611.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 10,197.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0019 Square Yard 323.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractore 4601-7014 Linear Foot 91.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life , Including Excavationo 4601-0550 Linear Foot 91.000 n Yes h Proj 18" Thermoplastic Pipe, Group Vii, 12'-2' Fill, 100 Year Design Life , Including Excavation e 4601-7020 Linear Foot 62.000 01 n Yes h Proj 21" Reinforced Concrete Pipe, Type a, 10' - 2' Fill, 100 Year Design Life , Including Excavation o 4601-9444 Linear Foot 62.000 n Yes h Proj 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life , Including Excavation e 4601-7313 Linear Foot 45.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill , Including Excavation o 4601-9003 Linear Foot 45.000 n Yes h Proj 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage , Including Excavation o 4601-0400 Linear Foot 45.000 n Yes h Proj 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill , Including Excavation e 4601-7320 Linear Foot 85.000 01 n Yes h Proj 21" Reinforced Concrete Pipe, Type b, 15' - 2' Fill , Including Excavation o 4601-9004 Linear Foot 85.000 n Yes h Proj 21" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage , Including Excavation o 4601-0401 Linear Foot 85.000 n Yes h Proj 21" Thermoplastic Pipe, Group Vi, 15'-2' Fill , Including Excavation e 4604-7014 Linear Foot 216.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15' - 2' Fill, 100 Year Design Life , Including Excavation o 4604-1743 Linear Foot 216.000 n Yes h Proj 18" Perforated Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage , Including Excavation o 4604-2823 Linear Foot 216.000 n Yes h Proj 18" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage , Including Excavation 0605-2610 Each 1.000 01 n k Type d-e Endwall 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 4.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2760 Set 1.000 01 n k Type d-h Level Concrete Top Unit And Grates 0605-2850 Each 5.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2882 Each 1.000 01 n k Type d-h Inlet Box, Height < /= 10' 0605-3011 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >5' And < /= 10' 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 0610-7001 Linear Foot 1,869.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 50.000 01 n h2 4" Subsurface Drain Outlets 0615-0040 Each 5.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 5.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0619-0459 Each 8.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0012 Each 4.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 0620-0503 Linear Foot 1,661.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 1,303.000 01 n j Type 31-s Guide Rail 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 0703-0025 Cubic Yard 105.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 21.000 01 n c1, m Topsoil Furnished And Placed 0803-0002 Cubic Yard 794.000 01 n c1, m Placing Stockpiled Topsoil Mixture 0804-0012 Pound 21.000 01 n m3 Seeding And Soil Supplements - Formula c 0804-0013 Pound 269.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 14.000 01 n m3 Seeding - Formula e 0805-0021 Ton 1.000 01 n m3 Mulching - Hay 0805-0050 Square Yard 1,334.000 01 n m3 Mulch Control Netting 0806-0101 Square Yard 292.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1b 0806-0111 Square Yard 1,646.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2b 0806-0113 Square Yard 2,102.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0121 Square Yard 300.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0811-0003 Linear Foot 196.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 4.000 01 n c1 Rock Construction Entrance 0850-0032 Cubic Yard 83.000 01 n c1 Rock, Class r-4 0851-0003 Square Yard 35.000 01 n c1 Rock Apron 0855-0003 Each 8.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 8.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0001 Each 4.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0010 Each 1.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0867-0012 Linear Foot 1,083.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 324.000 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 100.000 01 n q, r Additional Traffic Control Signs 0931-0001 Square Foot 41.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 11.000 01 n r Post Mounted Signs, Type f 0937-0107 Each 15.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0941-0001 Each 6.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 6.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 4,509.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 4,390.000 01 n o 4" Yellow Waterborne Pavement Markings 0965-0021 Linear Foot 19.000 01 n o2 24" White Preformed Thermoplastic Pavement Markings 0971-0001 Each 5.000 01 n r Remove Post Mounted Signs, Type b 5018-0001 Lump Sum 1.000 02 n Req t1 Proj Removal Of Existing Bridge 1091-0335 Dollar 1,000.000 $1.00 $1,000.00 02 y k1 Epoxy Injection Crack Seal e 8030-0001 Lump Sum 1.000 02 n Yes s Std Bridge Structure, As Designed, s-37867 a 1002-0053 Pound 148,200.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8000-0001 Lump Sum 1.000 02 n s Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n t Std Steel Bridge Structure e 8700-0001 Lump Sum 1.000 01 n Yes t Proj Temporary Bridge Substructure, As Designed a 1002-0001 Pound 12,094.000 01 n s7 Reinforcement Bars a 1002-0112 Each 168.000 01 n s7 Mechanical Splice System For No. 5 Reinforcement Bars a 9000-0003 Lump Sum 1.000 01 n t Proj Temporary Bridge Superstructure o 8700-0002 Lump Sum 1.000 01 n t Proj Alternate Temporary Bridge Substructurea 9000-0004 Lump Sum 1.000 01 n t Proj Alternate Temporary Bridge Superstructure 9000-0001 Cubic Yard 1.000 02 n c1 Proj Over-Excavation And Backfill With Class c Cement Concrete 9000-0002 Cubic Yard 22.000 02 n c1 Proj Overexcavation And Backfill With Coarse Aggregate 9000-0005 Linear Foot 329.000 01 n m2 Proj Temporary Sandbag Diversion Dike 9000-0006 Linear Foot 50.000 01 n h Proj 18" Temporary Pipe 9000-0007 Linear Foot 83.000 01 n h Proj 21" Temporary Pipe 9000-0008 Square Foot 313.000 01 n m2 Proj Wetland Matting 9000-0009 Lump Sum 1.000 01 n c1 Proj Temporary Causeway 9000-0011 Lump Sum 1.000 01 n t1 Proj Removal Of Temporary Bridge Substructures 9000-0012 Lump Sum 1.000 01 n m2 Proj Stockpile And Replace Native Streambed Material 9000-0013 Each 1.000 01 n m2 Proj Concrete Block/Gravel Inlet Proection For Type d-h Inlet 9000-0040 Each 4.000 01 n m2 Std Concrete Washout Facility 9000-0500 Lump Sum 1.000 01 n x Proj Aids To Navigation 9073-0001 Lump Sum 1.000 02 n t1 Std Disposal Of Bridge Waste 9075-0001 Lump Sum 1.000 02 n t1 Std Containment 9077-0001 Lump Sum 1.000 02 n t1 Std Worker Health And Safety 9203-0101 Lump Sum 1.000 02 n c1 Std Temporary Excavation Support And Protection System 9203-0102 Lump Sum 1.000 02 n c1 Std Temporary Excavation Support And Protection System, Temp Bridge | ||||||||||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
