Similar Projects
| Last Updated | 12/07/2018 01:37 AM |
| Project Title | Balligomingo and Brandywine Creek Road Slide Restoration |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Montgomery 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 | $5,000,000 to $7,499,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | This project will stabilize the Balligomingo Road and Brandywine Creek Road to address the slope failure now and for the future, this project involves slope stabilization, drainage improvements, pavement repair and replacement work. Construction activities involves the installation of a soldier pile retaining wall along the toe of the failed slope areas to stabilize the embankment slope and roadway rock protection and other miscellaneous construction, as indicated on the approved drawings included in the bid package for Balligomingo Road (SR 3037) SEC BRS, in Montgomery County, West Conshocken Borough from approximately at segment 0012 offset 3873 to approximately at segment 0022 offset 1600. For Brandywine Creek Road (SR 3095) SEC BCR, in Chester County from approximately at segment 0014 offset 0836 to approximately at segment 0014 offset 2091. 0201-0001 Lump Sum 1.000 01** n a Clearing And Grubbing 0203-0001 Cubic Yard 2,979.000 01** n c Class 1 Excavation 4203-0001 Cubic Yard 1,445.000 02** n Yes c Proj Class 1 Excavation Includes Sawcutting 0204-0001 Cubic Yard 55.000 01** n c1, h Class 2 Excavation 0204-0150 Cubic Yard 556.000 01** n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 144.000 01 n c1 Foreign Borrow Excavation 0212-0001 Linear Foot 843.000 02 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 6,360.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0311-0321 Square Yard 2,141.000 02 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3 1/2" Depth 0311-0426 Square Yard 1,704.000 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 0350-0106 Square Yard 2,477.000 02 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 1,704.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 58.000 02 n c, e Subbase (No. 2a) 0411-0382 Square Yard 2,235.000 02 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 0411-0482 Square Yard 3,843.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-6350 Square Yard 2,141.000 02 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-6450 Square Yard 247.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 9,924.000 01** n f4 Bituminous Tack Coat 0491-0012 Square Yard 2,233.000 01** n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor e 0601-0313 Linear Foot 241.000 01** n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-7313 Linear Foot 241.000 01** n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill e 0601-0413 Linear Foot 50.000 01 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill, Shore/Trench Box o 0601-7710 Linear Foot 50.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box 0601-5901 Linear Foot 60.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0604-0313 Linear Foot 425.000 02 n h 18" Perforated Thermoplastic Pipe, Group Ip, 15'-1.5' Fill o 0604-7313 Linear Foot 425.000 02 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15' - 1.5' Fill 0605-2600 Each 3.000 02 n k Type d Endwall 0605-2711 Set 12.000 02 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 7.000 01** n k Type m Concrete Top Unit And Bicycle Safe Grate 4605-2731 Set 1.000 02 n Yes k Proj Type m Concrete Top Unit And Bicycle Safe Grate Modified 0605-2850 Each 17.000 01** n k Standard Inlet Box, Height < /= 10' 4605-2850 Each 1.000 02 n Yes k Proj Standard Inlet Box, Height < /= 10' Modified 0605-2851 Each 2.000 02 n k Standard Inlet Box, Height > 10' And < /= 20' 0608-0001 Lump Sum 1.000 13 n x Std Mobilization 4608-0001 Lump Sum 1.000 14 n Yes x Proj Mobilization Modified 0609-0007 Lump Sum 1.000 11** n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 11** n x Std Equipment Package 4610-0002 Linear Foot 837.000 02 n Yes h2 Proj 6" Pipe Underdrain Type i Backfill Modified 0610-7002 Linear Foot 1,055.000 01** n h2 6" Pavement Base Drain 0615-0022 Linear Foot 25.000 02 n h2 6" Subsurface Drain Outlets 0615-0040 Each 1.000 02 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 7.000 02 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0620-0503 Linear Foot 2,373.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1636 Linear Foot 998.000 01 n j Type 31-Scc Guide Rail With Extra Length Posts 4620-1636 Linear Foot 425.000 01 n Yes j, j Proj Type 31-Scc Guide Rail With Extra Length Posts ,10' Posts 0623-0052 Linear Foot 271.000 01 n j1 Single Face Concrete Barrier 0630-0001 Linear Foot 1,005.000 02 n k Plain Cement Concrete Curb 0686-0020 Lump Sum 1.000 02 n x Construction Surveying, Type b 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 0689-0005 Lump Sum 1.000 01** n x Cpm Schedule, With Updates 0703-0025 Cubic Yard 178.000 02** n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 224.000 08 n c1, m Topsoil Furnished And Placed 0804-0014 Pound 10.000 07** n m3 Seeding - Formula e 0804-0020 Pound 15.000 07 n m3 Seeding And Soil Supplements - Formula l 0805-0022 Ton 3.000 07** n m3 Mulching - Straw 0805-0044 Square Yard 4.000 08 n m3 Mulching - Spent Mushroom Soil Compost 0805-0050 Square Yard 4.000 08 n m3 Mulch Control Netting 0806-0120 Square Yard 55.000 08 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3a 0811-0003 Linear Foot 147.000 08 n j2, m Temporary Protective Fence 0845-0001 Dollar 5,000.000 $1.0000 $5,000.00 08 y m2 Unforeseen Water Pollution Control 0849-0010 Each 5.000 07** n c1 Rock Construction Entrance 0850-0031 Cubic Yard 10.000 02** n c1 Rock, Class r-3 0850-0032 Cubic Yard 1,002.000 01** n c1 Rock, Class r-4 0850-0033 Cubic Yard 1,576.000 08 n c1 Rock, Class r-5 4850-0036 Cubic Yard 70.000 08 n Yes c1 Proj Rock, Class r-8 Modified 0855-0003 Each 1.000 07 n m2 Pumped Water Filter Bag 4855-0003 Each 1.000 08 n Yes m2 Proj Pumped Water Filter Bag , Includes Replacement Bags 0855-0004 Each 1.000 07 n m2 Replacement Pumped Water Filter Bag 4856-0001 Each 9.000 07 n Req c1 Proj Rock Barrier 0860-0000 Each 8.000 07** n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 12.000 08 n m2 Inlet Filter Bag For Type c Inlet 0867-0018 Linear Foot 681.000 07 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 930.000 08 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 06 n q Proj Maintenance And Protection Of Traffic During Construction 0937-0107 Each 16.000 02 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0113 Each 35.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0114 Each 16.000 02 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0203 Each 7.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0941-0001 Each 1.000 02 n r Reset Post Mounted Signs, Type b 0960-0001 Linear Foot 4,105.000 01** n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 3,100.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0966-0011 Each 25.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 4971-0001 Each 9.000 02 n Yes r Proj Remove Post Mounted Signs, Type b Return To Chester County Maintenance Facility 1999-9999 Hour 1,000.000 15** n z Std Trainees e 8700-0001 Lump Sum 1.000 03 n Yes s5 Std Retaining Wall, As Designed, s-37602 a 0601-0393 Linear Foot 106.000 03 n h 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7'-2.5' Fill a 4601-0393 Linear Foot 146.000 03 n Yes h Proj 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7'-2.5' Fill 12" Dia. a 0850-0031 Cubic Yard 42.000 03 n c1 Rock, Class r-3 a 1002-0053 Pound 321.000 03 n s7 Reinforcement Bars, Epoxy Coated a 1006-0209 Linear Foot 297.000 03 n u1 48" Diameter Drilled Caissons, Shaft Section In Soil a 1006-0308 Linear Foot 181.000 03 n u1 42" Diameter Drilled Caissons, Rock Socket a 9000-0050 Square Yard 217.000 03 n h Proj Geomembrane, Hdpe Liner a 9000-0051 Linear Foot 250.000 03 n h2 Proj 6" Pipe Underdrain, s-37602 a 9000-0052 Each 24.000 03 n h2 Proj 4" Drain Outlets o 8710-0001 Lump Sum 1.000 03 n s5 Std Alternate Retaining Wall, s-37602a e 8700-0003 Lump Sum 1.000 04 n Yes s5 Std Soldier Pile Retaining Wall, As Designed, s-37881 a 1002-0053 Pound 6,396.000 04 n s7 Reinforcement Bars, Epoxy Coated a 1003-0004 Each 212.000 04 n s2 Dowel Holes, 10" Depth a 5006-0208 Linear Foot 1,345.000 04 n Yes u1 Proj 42" Diameter Drilled Caissons, Shaft Section In Soil Modified a 5006-0307 Linear Foot 475.000 04 n Yes u1 Proj 36" Diameter Drilled Caissons, Rock Socket Modified a 5056-0110 Pound 290,927.000 04 n Yes t3 Proj Fabricated Structural Steel, Galvanized Modified a 9000-1000 Linear Foot 607.000 04 n x Proj Proposed Exploratory Test Borings o 8700-0004 Lump Sum 1.000 04 n s5 Std Retaining Wall, Contractor Alternate Design, s-37881a o 8621-0001 Lump Sum 1.000 04 n s5 Std Mechanically Stabilized Retaining Wall, s-37881a o 8622-0003 Lump Sum 1.000 04 n s5 Std Precast Modular Retaining Wall, s-37881a 9000-0001 Cubic Yard 25.000 08 n m2 Proj Partially Grouting Of Riprap 9000-0002 Lump Sum 1.000 08 n x Proj Aids To Navigation 9000-0003 Lump Sum 1.000 08 n m2 Proj Temporary Stream Diversion System 9000-0004 Linear Foot 28.000 08 n m2 Proj Weighted Sediment Filter Tube. 18" Diameter 9000-0005 Pound 9.000 08 n m3 Proj Native Steep Slope Brandywine Creek Seed Mix 9000-0006 Each 3.000 08 n m2 Proj Tree For Root Wad Deflector 9000-0007 Each 232.000 08 n m Proj Live Willow Stakes 9000-0008 Linear Foot 797.000 02 n j1 Proj Remove Temporary Concrete Barrier (Penndot Property) 9000-0009 Linear Foot 950.000 02 n j Proj Type 31-Scc Guide Rail With Extra Length Posts, Colored Brown 9000-0015 Linear Foot 60.000 01 n g4 Proj Sawcutting 9000-0016 Square Foot 540.000 01 n c1 Proj Geosynthetic Reinforced Soil Slope - Type a 9000-0017 Cubic Yard 17.000 01** n z Proj Grout 9000-5000 Each 2.000 07** n m2 Proj Compost Sock Concrete Washout 9000-6174 Dollar 8,664.000 $1.0000 $8,664.00 01** y e Std Evaluation Of Overall Lot Pay Factor And Payment Of Incentive | ||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
