Similar Projects
Last Updated | 04/23/2021 07:28 AM |
Project Title | Plum Creek #6 (PM06) |
Physical Address | View project details and contacts |
City, State (County) | Plum, PA (Allegheny 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 is as follows: For the existing structure replacement, full depth pavement, drainage, guide rail, signing, pavement marking, and other miscellaneous construction, all within a length of 164.00 Linear Feet (0.031 miles) as indicated on the approved drawings included in the Bid Package for Plum Creek Bridge No.6, In Allegheny County, Plum Borough, Commonwealth of Pennsylvania. The project being situated as follows: From approximately the intersection of Ross Hollow Road and Stotler Road at Station 500+00.00 to a point approximately 2,000 feet north of SR 2076 on Stotler Road at Station 502+25.00. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 443.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 73.000 01 n g4 Saw Cutting 0205-0264 Cubic Yard 6.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0267 Cubic Yard 78.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0212-0001 Linear Foot 170.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 229.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0426 Square Yard 229.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 229.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0245 Square Yard 292.000 01 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-h 0413-6045 Square Yard 296.000 01 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 0413-7009 Ton 11.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 588.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 39.000 01 n f4 Asphalt Prime Coat e 0601-7313 Linear Foot 44.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-2823 Linear Foot 44.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-2711 Set 2.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 2.000 01 n k Standard Inlet Box, Height < /= 10' 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 94 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-7001 Linear Foot 170.000 01 n h2 4" Pavement Base Drain 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 196.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0594 Linear Foot 50.000 01 n j Structure Mounted Guide Rail 0620-1600 Linear Foot 137.500 01 n j Type 31-s Guide Rail 0627-0011 Each 2.000 01 n j1 Temporary End Transition 0627-3020 Linear Foot 100.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0630-0001 Linear Foot 25.000 01 n k Plain Cement Concrete Curb 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 4802-0001 Cubic Yard 9.000 01 n Yes c1, m Std Topsoil Furnished And Placed Modified 0804-0001 Pound 3.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 3.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 18.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 0851-0003 Square Yard 8.000 01 n c1 Rock Apron 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 0860-0002 Each 2.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 111.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 50.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 50.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 200.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0331 Linear Foot 250.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 22.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0450 Each 2.000 01 n q 3-Line Changeable Message Sign With Telecommunications 0931-0003 Square Foot 6.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0937-0107 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 4962-1005 Linear Foot 800.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 0963-0001 Square Foot 525.000 01 n o2, o3 Pavement Marking Removal 4971-0001 Each 5.000 01 n Yes r Std Remove Post Mounted Signs, Type b Modified 0975-0001 Each 10.000 01 n r Remove Post Mounted Signs, Type f 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge e 8550-0001 Lump Sum 1.000 11 n Yes s4 Std Precast Reinforced Concrete Arch Culvert, As Designed, l-60 a 1002-0053 Pound 10,279.000 11 n s7 Reinforcement Bars, Epoxy Coated o 8550-0002 Lump Sum 1.000 11 n s4 Std Precast Reinforced Concrete Arch Culvert o 8520-2401 Lump Sum 1.000 11 n s4 Std Cast-In-Place Concrete Arch 9000-0001 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Cofferdam And Stream Diversion System 9000-0002 Lump Sum 1.000 01 n x Proj Livestock Fence Relocation 9000-0004 Each 1.000 01 n x Proj Survey Marker 9000-0005 Each 2.000 11 n s2 Proj Bridge Identification Plaque 9000-0025 Cubic Yard 26.000 01 n c1 Proj Overexcavation And Backfilling Under Foundations 9000-0250 Dollar 2,000.000 $1.00 $2,000.00 01 y c1, p8 Std Locate Existing Underground Facilities 9000-6000 Each 3.000 94 n r Std Covid-19 Safety Plan Sign 9203-0101 Lump Sum 1.000 11 n c5, u Std Temporary Excavation And Support System |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |