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Last Updated 08/21/2020 04:16 AM
Project Title

PA985 Trib Bens Crk Br

Physical Address View project details and contacts
City, State (County) PA   (Somerset 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

This project is for the replacement of two existing structures on SR 0985 in Somerset County. SR 0985-01B work includes the replacement of the existing single span concrete slab bridge with a 12’-0” x 6’-0” Precast Box Culvert over Tributary to Beaverdam Run. Roadway work will consist or minor roadway approaches with drainage & guide rail upgrades, etc. SR 0985-02B work includes the replacement of the existing single span concrete slab bridge with a 10’-0” x 5’-0” Precast Box Culvert over Tributary to South Fork Bens Creek. Roadway work will consist or minor roadway approaches, guide rail & drainage upgrades, signing, etc. All proposed work to be completed with miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0985, Section 03b, In Somerset County, Jenner Township at the locations indicated on the plans in the bid package. 0201-0001 Lump Sum 1.000 03 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 2,338.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 497.000 01** n c1 Class 1b Excavation 0204-0001 Cubic Yard 169.000 01** n c1, h Class 2 Excavation 0204-0100 Cubic Yard 78.000 02** n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 2.000 01 n c1, h, s Class 4 Excavation 0205-0264 Cubic Yard 11.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 0212-0014 Square Yard 4,303.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01** y z Temporary Project Air Pollution Control 0313-0322 Square Yard 3,598.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0104 Square Yard 38.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 3,835.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0114 Square Yard 292.000 03 n c, e Subbase 14" Depth (No. 2a) 0413-0179 Square Yard 598.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-m 0413-0194 Square Yard 3,155.000 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-m 0413-0247 Square Yard 968.000 03 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0413-2059 Ton 43.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-2074 Ton 21.000 03 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6035 Square Yard 2,022.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6045 Square Yard 622.000 03 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7007 Ton 37.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0413-7009 Ton 51.000 03 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 7,442.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 388.000 01** n f4 Asphalt Prime Coat 0491-0014 Square Yard 293.000 03 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 592.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 8.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0028 Square Yard 38.000 01 n g Plain Cement Concrete Pavement, 8" Depth 0601-6137 Linear Foot 61.000 01** n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill e 0601-7014 Linear Foot 40.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-9444 Linear Foot 40.000 01 n h 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life 0601-7016 Linear Foot 5.000 01 n h 18" Reinforced Concrete Pipe, Type a, 25` - 1.5` Fill, 100 Year Design Life e 0601-7016 Linear Foot 26.000 01 n h 18" Reinforced Concrete Pipe, Type a, 25` - 1.5` Fill, 100 Year Design Life o 0601-9444 Linear Foot 26.000 01 n h 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life e 0601-7313 Linear Foot 99.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9364 Linear Foot 99.000 01 n h 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-0313 Linear Foot 99.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0601-8317 Linear Foot 34.000 01 n h 18" Reinforced Concrete Pipe, Type b, < 1.5` Fill o 0601-9363 Linear Foot 34.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-2731 Set 4.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2740 Set 1.000 01 n k Type s Concrete Top Unit And Grate 0605-2780 Set 1.000 01 n k Type m Frame And Grate 0605-2850 Each 6.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0007 Lump Sum 1.000 05 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 4610-7002 Linear Foot 1,451.000 01** n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0615-0022 Linear Foot 128.000 01** n h2 6" Subsurface Drain Outlets 0615-0023 Linear Foot 32.000 01 n h2 8" Subsurface Drain Outlets 0615-0040 Each 3.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 8.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0617-0001 Linear Foot 37.000 01 n h Slotted Drains 0619-0459 Each 4.000 03 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 4.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 2,162.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 1.000 03 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 575.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 1,563.000 03 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1650 Each 1.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 1.000 03 n j Type 31-Strong Post In-Line Anchor 0627-3019 Linear Foot 132.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0628-3019 Linear Foot 84.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0643-0001 Linear Foot 12.000 01 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 12.000 01 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 4660-0022 Linear Foot 975.000 01** n Yes f3 Std Milled Centerline Rumble Strips Type 2 Modified 4660-0024 Linear Foot 1,950.000 01** n Yes f3 Std Milled Edgeline Rumble Strips Modified 0677-0001 Cubic Yard 106.000 01 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 03 n x Construction Surveying, Type d 0686-0051 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 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0022 Cubic Yard 74.000 02** n c1, h No. 8 Coarse Aggregate 0703-0025 Cubic Yard 3.000 01** n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 495.000 01** n c1, m Topsoil Furnished And Placed 0804-0001 Pound 72.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 34.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0006 Pound 91.000 01** n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0007 Pound 4.000 01** n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0804-0014 Pound 83.000 01** n m3 Seeding - Formula e 0806-0113 Square Yard 518.000 01** n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0027 Linear Foot 240.000 03 n m1 Tree Trimming To An Unlimited Height 0810-0052 Each 21.000 01** n a, m1 Selective Tree Removal 0811-0003 Linear Foot 713.000 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 03 n c1 Rock Construction Entrance 0849-0020 Each 4.000 01 n c1 Rock Construction Entrance With Wash Rack 0850-0022 Square Yard 152.000 01** n c1 Rock, Class r-4 0850-0032 Cubic Yard 16.000 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 0860-0010 Each 3.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0867-0012 Linear Foot 1,643.000 01** n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01** n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 200.000 01** n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 1,645.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 4,711.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 87.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0700 Each 1.000 01 n p Temporary Traffic Signals (Either Permanent Or Portable) 0901-0710 Each 1.000 01 n p Temporary Traffic Control Signal Reset (Either Permanent Or Portable) 0931-0001 Square Foot 113.000 01** n r Post Mounted Signs, Type b 0935-0001 Square Foot 22.000 01** n r Post Mounted Signs, Type f 0937-0107 Each 33.000 03 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0962-1000 Linear Foot 3,936.000 01** n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 3,935.000 01** n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 1,262.000 01 n o2, o3 Pavement Marking Removal 0971-0001 Each 12.000 01** n r Remove Post Mounted Signs, Type b 0975-0001 Each 5.000 01** n r Remove Post Mounted Signs, Type f 1018-0001 Lump Sum 1.000 03 n t1 Std Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 01 n t1 Std Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 04 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-38593 a 1002-0053 Pound 3,309.000 04 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 04 n s4 Std Precast Concrete Box Culvert o 8520-0001 Lump Sum 1.000 04 n s4 Std Cast-In-Place Concrete Box Culvert e 8510-0003 Lump Sum 1.000 02 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-38587 a 1002-0053 Pound 2,500.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0004 Lump Sum 1.000 02 n s4 Std Precast Concrete Box Culvert o 8520-0002 Lump Sum 1.000 02 n s4 Std Cast-In-Place Concrete Box Culvert 9000-0006 Linear Foot 125.000 03 n h Std 15" Temporary Pipe 9000-0019 Lump Sum 1.000 01 n x Std Pre-Construction Inspection 9000-0020 Lump Sum 1.000 03 n c1, h, m2 Std Temporary Channel Diversion 9000-0021 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0025 Dollar 10,000.000 $1.00 $10,000.00 01 y e, g Std Repair Of Detour Route 9000-0032 Dollar 5,000.000 $1.00 $5,000.00 03 y m1 Std Unforseen Tree Removal 9000-0034 Hour 50.000 01 n x Std Health And Safety Plan (Hasp) And Environmental Monitoring 9000-0037 Each 1.000 01 n x Std Solids Sampling (Landfill Characterization) 9000-0039 Ton 35.000 01 n c1 Std Off-Site Disposal Of Soils 9000-0042 Cubic Yard 28.000 01 n c1 Std Excavation Of Contaminated Media 9000-0051 Cubic Yard 4.000 01 n m Proj Compost (Netted Or Otherwise Secured) 9000-0052 Each 1.000 01 n k Proj Temporary Inlet Cap 9000-0053 Each 3.000 01** n h Proj Concrete End Sections For 14" x 23" Elliptical Pipe 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System

Details

Division 31 - Earthwork, Erosion and Sedimentation Controls.
Division 33 - Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 35 - Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.

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