Similar Projects
Last Updated | 07/10/2020 08:09 AM |
Project Title | SR 4011, Rochester Slide Remediation |
Physical Address | View project details and contacts |
City, State (County) | PA (Allegheny 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 | The description and location of the project is as follows: For construction and reestablishment of existing slopes with geosynthetic reinforcement, bituminous pavement, drainage, guiderail, signing and pavement markings, and other miscellaneous construction, all within a length of 1,274.91 linear feet (0.241 miles) as indicated on the approved drawings included in the bid package for State Route 4011 Section A16 (Rochester Road) in Allegheny County, Mccandless Township, Commonwealth of Pennsylvania. This project being situated as follows: From a point approximately 80 feet south of Fassinger Lane at Segment 0150 Offset 1457 (Station 42+50) to a point approximately 1,030 feet east of King William Drive at Segment 0160 Offset 1815 (Station 84+00). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,665.000 01 n c Class 1 Excavation 0203-0005 Cubic Yard 250.000 01 n c1 Class 1c Excavation 0203-0006 Linear Foot 351.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 16.000 01 n c1, h Class 2 Excavation 0205-0263 Cubic Yard 417.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0281 Cubic Yard 1,209.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0367 Ton 772.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 4208-0001 Hour 20.000 01 n Yes c Proj Special Rolling Modified 0212-0001 Linear Foot 140.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 3,419.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 400.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0223-0004 Square Foot 9,000.000 01 n m2 Geosynthetic Reinforced Soil Slope, Type d 0313-0334 Square Yard 1,845.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 10 " Depth 0350-0106 Square Yard 1,845.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0192 Square Yard 1,845.000 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-h 0413-6035 Square Yard 1,845.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-9999 Dollar 2,306.000 $1.00 $2,306.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 3,690.000 01 n f4 Asphalt Tack Coat e 0601-0393 Linear Foot 15.000 01 n h 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7`-2.5` Fill o 0601-9424 Linear Foot 15.000 n h 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage 0601-5901 Linear Foot 37.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0601-7511 Linear Foot 36.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-4434 Linear Foot 36.000 n h 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life e 0604-7014 Linear Foot 444.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life o 0604-9434 Linear Foot 444.000 n h 21" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life 0605-1300 Each 1.000 01 n c1, h1 Cleaning Drainage Structures 0605-2600 Each 1.000 01 n k Type d Endwall 0605-2781 Set 6.000 01 n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 6.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 94 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-7002 Linear Foot 140.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 36.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0450 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0620-0503 Linear Foot 1,263.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1601 Linear Foot 1,225.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0627-3090 Linear Foot 60.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=9` 0660-0022 Linear Foot 600.000 01 n f3 Milled Centerline Rumble Strips Type 2 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 4802-0001 Cubic Yard 506.000 01 n Yes c1, m Std Topsoil Furnished And Placed Modified 0804-0004 Pound 13.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0020 Pound 242.000 01 n m3 Seeding And Soil Supplements - Formula l 0806-0113 Square Yard 5,024.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003 Linear Foot 131.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 2,500.000 $1.00 $2,500.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0851-0003 Square Yard 27.000 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 0860-0000 Each 9.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0022 Linear Foot 1,060.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 60.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0931-0001 Square Foot 7.000 01 n r Post Mounted Signs, Type b 0937-0106 Each 35.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 35.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 4962-1001 Linear Foot 3,600.000 01 n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 3,600.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 9203-2101 Lump Sum 1.000 01 n c5, u Std Temporary Excavation Support And Protection System |
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