Similar Projects
| Last Updated | 07/15/2019 04:15 AM |
| Project Title | Brotherton Rd to Berlin/Somerset Interchange |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Somerset County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Paving/Reconstruction |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | $7,500,000 to $9,999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | This Project is for the Milling and Overlay of 8.258 Miles of Roadway on Sr’s 2047 & 3041 in Somerset County. This Project Includes Full Depth Bituminous Repairs, Shoulder Upgrades, Guide Rail and Drainage Upgrades, New Signing, Tree Trimming, Spray Lining of Existing Pipes, and the Rehabilitation of 3 Structures Within the Project Limits and Other Miscellaneous Construction, As Indicated on the Approved Drawings Included in the Bid Package for State Route 2047, Section 004, In Somerset County, Brothers Valley & Somerset Townships, Berlin and Somerset Boroughs. 0203-0001 Cubic Yard 443.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 16,733.000 01** n c1 Class 1b Excavation 0204-0150 Cubic Yard 2,792.000 01** n c1, h, s Class 4 Excavation 4205-0267 Cubic Yard 7.000 02 n Yes c1 Std Selected Borrow Excavation Rock, Class r-7 Choked With r-4 0206-0010 Ton 1,599.000 01** n c1 Select Granular Material (2rc) 0212-0001 Linear Foot 5,626.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 41,209.000 01** n c3, h,m2 Geotextile, Class 4,Typea 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0220-0010 Cubic Yard 2.000 01 n k1 Flowable Backfill, Type b 0311-0422 Square Yard 49,903.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0426 Square Yard 461.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0311-0437 Ton 1,705.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 461.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0110 Square Yard 49,903.000 01** n c, e Subbase 10" Depth (No. 2a) 0405-0001 Dollar 18,000.000 $1.00 $18,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0494 Ton 294.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-m 0411-7470 Ton 17,972.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 295,718.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 20,732.000 01** n f4 Bituminous Prime Coat 4490-0001 Square Yard 290.000 03** n Yes c1, f3 Std Removal Of Existing Bituminous Surface Course Bridge 0491-0014 Square Yard 49,907.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 5,064.000 01** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4491-0034 Square Yard 58,660.000 01** n Yes f3 Proj Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) No. 8 Agg 4491-0036 Square Yard 20,899.000 01** n Yes f3 Proj Milling Of Bituminous Pavement Surface, 3 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) No. 8 Agg 4491-0110 Square Yard 10,100.000 01** n Yes f3 Std Milling Of Bituminous Pavement Surface, (Shoulder Backup) 2 1/2" Depth 0515-0001 Linear Foot 264.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 4515-0001 Linear Foot 194.000 03** n Yes g1, g4 Std Sawing And Sealing Of Bituminous Overlays Bridge e 0601-0339 Linear Foot 12.000 02 n h 36" Thermoplastic Pipe, Group Ii, 12'-1.5' Fill o 0601-7355 Linear Foot 12.000 02 n h 36" Reinforced Concrete Pipe, Type b, 15' - 2' Fill e 0601-0413 Linear Foot 158.000 02 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill, Shore/Trench Box o 0601-7708 Linear Foot 158.000 02 n h 18" Reinforced Concrete Pipe, Type b, 7'- 3' Fill, Shore/Trench Box 0601-5430 Cubic Yard 1.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 1,427.000 01** n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7310 Linear Foot 4.000 01 n h 15" Reinforced Concrete Pipe, Type b, 30' - 1.5' Fill 0601-7313 Linear Foot 8.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill e 0601-7313 Linear Foot 175.000 01** n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-0313 Linear Foot 175.000 01** n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill e 0601-7326 Linear Foot 4.000 01 n h 24" Reinforced Concrete Pipe, Type b, 10' - 2' Fill o 0601-0315 Linear Foot 4.000 01 n h 24" Thermoplastic Pipe, Group i, 15'-1.5' Fill e 0601-8092 Linear Foot 4.000 02 n h 60" Reinforced Concrete Pipe, Type a, 30' - 1.5' Fill, 100 Year Design Life o 0601-0487 Linear Foot 4.000 02 n h 60" Thermoplastic Pipe, Group Iv, 7'-2.5' Fill, Shore/Trench Box e 0604-0313 Linear Foot 1,030.000 01** n h 18" Perforated Thermoplastic Pipe, Group Ip, 15'-1.5' Fill o 0604-7313 Linear Foot 1,030.000 01** n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15' - 1.5' Fill e 0604-0315 Linear Foot 432.000 01** n h 24" Perforated Thermoplastic Pipe, Group Ip, 15'-1.5' Fill o 0604-7326 Linear Foot 432.000 01** n h 24" Reinforced Concrete Pipe, Type b, (Open Joint), 10' - 2' Fill e 0604-0398 Linear Foot 204.000 02 n h 15" Perforated Thermoplastic Pipe, Group Vi, 15'-2' Fill o 0604-7308 Linear Foot 204.000 02 n h 15" Reinforced Concrete Pipe, Type b, (Open Joint), 20' - 1.5' Fill e 0604-0500 Linear Foot 3,426.000 01** n h 18" Perforated Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box o 0604-4509 Linear Foot 3,426.000 01** n h 18" Perforated Reinforced Concrete Pipe, Type a, 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life e 0604-0502 Linear Foot 616.000 01 n h 24" Perforated Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box o 0604-4517 Linear Foot 616.000 01 n h 24" Perforated Reinforced Concrete Pipe, Type a, 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life 0605-2620 Each 1.000 02 n k Type d-w Endwall 0605-2700 Each 2.000 01 n k Inlet Grate 4605-2700 Each 33.000 01** n Yes k Std Inlet Grate Type h 0605-2710 Set 10.000 01** n k Type c Concrete Top Unit And Grate 0605-2730 Set 13.000 01** n k Type m Concrete Top Unit And Grate 4605-2730 Set 1.000 01 n Yes k Proj Type m Concrete Top Unit And Grate 8" Depth 0605-2732 Set 2.000 02 n k Type m Concrete Top Unit And Vane Grate 0605-2740 Set 2.000 01 n k Type s Concrete Top Unit And Grate 0605-2850 Each 23.000 01** n k Standard Inlet Box, Height < /= 10' 0605-2858 Each 2.000 02 n k Type 5 Inlet Box, Height < /= 10' 0606-0050 Set 2.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0007 Vertical Foot 31.000 01** n k Rebuilt Type h Inlet 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0007 Lump Sum 1.000 06 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 06 n x Std Equipment Package 4610-7002 Linear Foot 68,010.000 01** n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0616-1201 Each 2.000 01 n h Concrete End Sections For 15" Pipe 0616-1204 Each 1.000 01 n h Concrete End Sections For 24" Pipe 0619-0470 Each 31.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0010 Each 8.000 01** n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 21.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 20,488.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0594 Linear Foot 30.000 02 n j Structure Mounted Guide Rail 0620-0872 Each 10.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 18,825.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 763.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 388.000 01** n j Type 31-Sc Guide Rail 0620-1626 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail With 7' Extra Length Posts 0620-1635 Linear Foot 63.000 01** n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 63.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1650 Each 2.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 25.000 01** n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 434.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0628-3020 Linear Foot 408.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0641-0005 Square Yard 44.000 01 n k Plain Cement Concrete Curb Gutter 4660-0001 Linear Foot 17,948.000 01** n Req f3 Std Milled Centerline Rumble Strips 4660-0002 Linear Foot 64,828.000 01** n Req f3 Std Milled Edgeline Rumble Strips 0677-0001 Cubic Yard 75.000 01** n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 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 0696-0600 Each 4.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0697-0600 Each 4.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0703-0025 Cubic Yard 1,202.000 01** n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 497.000 01** n c1, m Topsoil Furnished And Placed 0804-0001 Pound 121.000 01** n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 18.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0007 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0810-0027 Linear Foot 8,950.000 01** n m1 Tree Trimming To An Unlimited Height 0810-0052 Each 1.000 01 n a, m1 Selective Tree Removal 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0031 Cubic Yard 357.000 01** n c1 Rock, Class r-3 0850-0032 Cubic Yard 69.000 01** n c1 Rock, Class r-4 0850-0033 Cubic Yard 38.000 01** n c1 Rock, Class r-5 0850-0034 Cubic Yard 4.000 01 n c1 Rock, Class r-6 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 0901-0240 Square Foot 400.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 84,192.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 131,930.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0333 Linear Foot 804.000 01 n o 12" Standard Pavement Markings, Paint & Beads, White 0901-0460 Each 6.000 01** n q Full-Matrix Changeable Message Sign With Telecommunications 0931-0001 Square Foot 788.000 01** n r Post Mounted Signs, Type b 0932-0001 Square Foot 170.000 01** n r Post Mounted Signs, Type c 0933-0001 Square Foot 36.000 01** n r Post Mounted Signs, Type d 0935-0001 Square Foot 191.000 01** n r Post Mounted Signs, Type f 0937-0106 Each 323.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0107 Each 23.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0333 Each 145.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0337 Each 100.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0962-1000 Linear Foot 162,702.000 01** n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 138,887.000 01** n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 2,356.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 67,004.000 01** n o2, o3 4" Pavement Marking Removal 0971-0001 Each 5.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 11.000 01 n r Remove Post Mounted Signs, Type f 1001-0001 Cubic Yard 20.000 03** n s2 Class Aa Cement Concrete 1001-0010 Cubic Yard 20.000 05 n s2 Class a Cement Concrete 1001-0203 Pound 676.000 05 n s7 6 x 6 Steel Wire Fabric w2.9 x w2.9 1001-0960 Cubic Yard 50.000 03** n s9 Class Aaap Cement Concrete 5001-0960 Cubic Yard 10.000 03** n Yes s9 Proj Class Aaap Cement Concrete Variable Depth 1002-0053 Pound 10,683.000 03** n s7 Reinforcement Bars, Epoxy Coated 1018-0050 Lump Sum 1.000 04 n t1 Std Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 03 n t1 Std Removal Of Portion Of Existing Bridge 1018-0052 Lump Sum 1.000 05 n t1 Std Removal Of Portion Of Existing Bridge 1019-0050 Square Yard 290.000 03** n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 5041-0002 Square Yard 290.000 03** n Yes f3, s2 Std Scarification 2 3/4" Depth 1999-9999 Hour 1,000.000 07 n z Std Trainees 9000-0002 Each 3.000 01** n m2 Std Concrete Washout 9000-0005 Each 10.000 01** n x Std Utility Test Hole 9000-0020 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0021 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0022 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0023 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0024 Dollar 10,000.000 $1.00 $10,000.00 01 y e, g Std Repair Of Detour Route, Sr 2047 9000-0025 Dollar 10,000.000 $1.00 $10,000.00 01 y e, g Std Repair Of Detour Route, Sr 3041 9000-0032 Dollar 10,000.000 $1.00 $10,000.00 01 y m1 Std Unforeseen Tree Removal 9000-0048 Linear Foot 8.000 01 n h Std Reset 15" Reinforced Concrete Pipe 9000-0051 Square Yard 145,880.000 01** n f Proj Superpave Asphalt Mix Design, Wma Wearing Course, Rps, Pg 76-22,0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 9000-0075 Each 18.000 01 n c1, k Proj Grade Adjustment Of Sanitary Sewer Manhole 9000-0076 Dollar 5,000.000 $1.00 $5,000.00 01 y h Proj Unforseen Municipal Utility Service Repair 9000-0077 Linear Foot 63.000 01 n h Proj Spray Liner 54" Pipe 9000-0078 Linear Foot 54.000 01 n h Proj Spray Liner 60" Pipe 9000-0079 Linear Foot 87.000 01 n h Proj Spray Liner 72" Pipe 9000-0080 Dollar 3,000.000 $1.00 $3,000.00 02 y x Proj Temporary Utility Pole Support 9000-0105 Linear Foot 32.000 03** n s2, s9, t6 Std Silicone Joint Sealing Material 9000-0107 Linear Foot 130.000 03** n s2, s9 Std Rubberized Joint Sealing Material 9000-0120 Square Foot 11.000 03** n s2 Std Special Mortar Repairs 9000-0125 Each 463.000 03** n s2, s7 Std Reinforcement Bar Anchor, No. 4 Bar 9000-0126 Each 216.000 03** n s2, s7 Std Reinforcement Bar Anchor, No. 5 Bar 9000-0130 Square Foot 22.000 03** n s2 Std Special Concrete Repairs 9000-0140 Square Foot 2.000 04 n g3, s2, s9 Std Beam Small Repairs 9000-0142 Square Yard 290.000 03** n s2, s3, s9 Std Concrete Bridge Deck Surface Preparation, Hydrodemolition 9000-0179 Cubic Yard 4.000 05 n a Proj Deposition Removal 9000-0180 Square Foot 160.000 05 n s2 Proj Removal Of Deteriorated Concrete 9000-0207 Square Yard 290.000 03** n s3 Std Texturizing Bridge Deck Concrete Wearing Surface,Longitudinal Grooving 9000-2730 Each 8.000 01** n k Proj Rebuilt Inlet Box With Type m Top Unit, 8" Depth 9000-6174 Dollar 80,401.000 $1.00 $80,401.00 01 y f Std Superpave Pwt Incentive | ||||||||||
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 Engineered Spec Sheet  Architectural Plans  Other Documents |
