Similar Projects
| Last Updated | 12/07/2018 01:01 AM |
| Project Title | Ardmore Avenue Over Septa - Design Activities Limited to: Temporary Pedestrian Bridge |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Delaware 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 | $7,500,000 to $9,999,999 |
| 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: The replacement of two bridges on Ardmore Avenue (SR 1018). The project includes bridge replacement, retaining wall construction, approach pavement reconstruction, guiderail installation, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 1018, SECTION HAV, in DELAWARE COUNTY HAVERFORD TOWNSHIP from approximately 0.17 miles west of the intersection with HAVERFORD ROAD (SR 1001) at segment 0040 offset 3450 to approximately the intersection with HAVERFORD ROAD at segment 0050 offset 0693. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 990.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 357.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 104.000 01 n c1, h Class 2 Excavation 0204-0101 Cubic Yard 289.000 01 n c1, s1, t Class 3 Excavation 0204-0150 Cubic Yard 161.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 345.000 01 n c1 Foreign Borrow Excavation 0212-0001 Linear Foot 558.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 742.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0220-0030 Cubic Yard 55.000 01 n k1 Flowable Backfill, Type d 0311-0426 Square Yard 2,712.000 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 2,660.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 60.000 01 n c, e Subbase (No. 2a) 0411-0482 Square Yard 2,827.000 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 0411-6450 Square Yard 2,637.000 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 5,123.000 01 n f4 Bituminous Tack Coat 0505-0001 Square Yard 178.000 01 n g, g1 Bridge Approach Slab 0601-5400 Cubic Yard 21.000 01 n c1, h Coarse Aggregate For Pipe Trench Backfill 0601-7509 Linear Foot 190.000 01 n h 18" Reinforced Concrete Pipe, Type a, 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life 0605-2401 Set 2.000 01 n k Manhole Frame And Cover 0605-2730 Set 1.000 01 n k Type m Concrete Top Unit And Grate 0605-2731 Set 3.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 3.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2851 Each 1.000 01 n k Standard Inlet Box, Height > 10' And < /= 20' 0605-3011 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >5' And < /= 10' 0605-3012 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >10' And < /= 20' 0608-0001 Lump Sum 1.000 12 n x Mobilization 0609-0006 Lump Sum 1.000 14 n x Inspector's Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 14 n x Std Equipment Package 0610-7002 Linear Foot 942.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 53.000 01 n h2 6" Subsurface Drain Outlets 0616-1202 Each 2.000 01 n h Concrete End Sections For 18" Pipe 0620-0010 Each 5.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0503 Linear Foot 858.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1029 Each 5.000 01 n j Type 2-w End Treatment, Driveways And Openings 0620-1600 Linear Foot 169.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 199.000 01 n j Type 31-Sc Guide Rail 0630-0001 Linear Foot 291.000 01 n k Plain Cement Concrete Curb 4630-0001 Linear Foot 462.000 01 n Yes k Proj Plain Cement Concrete Curb 4 Inch High 0676-0001 Square Yard 72.000 01 n k Cement Concrete Sidewalk 4676-0001 Square Yard 220.000 01 n Yes k Proj Cement Concrete Sidewalk Reinforced 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule e 0695-0002 Square Foot 10.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 10.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 10.000 01 n k Detectable Warning Surface, Polymer Composite 0703-0020 Cubic Yard 79.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 454.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 310.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 11.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 19.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 28.000 01 n m3 Seeding - Formula e 0804-0020 Pound 34.000 01 n m3 Seeding And Soil Supplements - Formula l 0805-0021 Ton 2.000 01 n m3 Mulching - Hay 0805-0022 Ton 1.000 01 n m3 Mulching - Straw 0806-0113 Square Yard 1,105.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0024 Lump Sum 1.000 01 n m1 Tree Trimming To An Unlimited Height 0810-0052 Each 27.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 445.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 10,000.000 $1.0000 $10,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0031 Cubic Yard 11.000 01 n c1 Rock, Class r-3 0850-0033 Cubic Yard 40.000 01 n c1 Rock, Class r-5 0855-0003 Each 4.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 8.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 10.000 01 n m2 Inlet Filter Bag For Type m Inlet 0865-0001 Linear Foot 640.000 01 n m2 Silt Barrier Fence, 18" Height 0865-0003 Linear Foot 340.000 01 n m2 Silt Barrier Fence, 30" Height 0866-0005 Linear Foot 110.000 01 n m2 Heavy Duty Silt Barrier Fence 0867-0018 Linear Foot 590.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 11 n q Proj Maintenance And Protection Of Traffic During Construction 0931-0001 Square Foot 102.000 01 n r Post Mounted Signs, Type b 0937-0103 Each 22.000 01 n j, r Guide Rail Mounted Delineator Type a, (w/w) 0937-0201 Each 10.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (w/b) 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0960-0001 Linear Foot 1,547.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 1,458.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 165.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0101 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8' - 0" 0960-0103 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Left", 8' - 0" 0971-0001 Each 11.000 01 n r Remove Post Mounted Signs, Type b 1001-0730 Cubic Yard 87.000 01 n c1, s4 Selected Borrow Excavation, Structure Backfill 1001-0920 Cubic Yard 33.000 01 n s2 Class a Cement Concrete 1001-0930 Cubic Yard 13.000 01 n k Class c Cement Concrete 1001-0960 Cubic Yard 21.000 01 n s9 Class Aaap Cement Concrete 1002-0053 Pound 8,559.000 01 n s7 Reinforcement Bars, Epoxy Coated 1012-0001 Linear Foot 94.000 01 n j2, s4 Pedestrian Railing 5018-0001 Lump Sum 1.000 01 n Yes t1 Proj Removal Of Existing Bridge Modified - Septa Bridge 5018-0002 Lump Sum 1.000 01 n Yes t1 Proj Removal Of Existing Bridge Modified - Cobbs Creek Bridge 1019-0050 Square Yard 210.000 01 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1056-0110 Pound 200.000 01 n t3 Fabricated Structural Steel, Galvanized 1091-0331 Linear Foot 100.000 03 n k1 Epoxy Injection Crack Seal 1999-9999 Hour 1,000.000 13 n z Std Trainees e 8010-0001 Lump Sum 1.000 03 n Yes s1 Std Bridge Structure As Designed, s-30415 a 1002-0001 Pound 24,910.000 03 n s7 Reinforcement Bars a 1002-0052 Pound 46,740.000 03 n s7 Reinforcement Bars, Epoxy Coated o 8000-0001 Lump Sum 1.000 03 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 03 n s1 Std Steel Bridge Structure e 8550-0002 Lump Sum 1.000 02 n Yes s1 Std Precast Concrete Arch Bridge, As Designed, s-31260 a 1002-0001 Pound 8,180.000 02 n s7 Reinforcement Bars a 1002-0053 Pound 26,380.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8000-0002 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8400-0002 Lump Sum 1.000 02 n s1 Std Concrete Bridge Structure e 8610-0001 Lump Sum 1.000 05 n Yes s5 Std Concrete Retaining Wall, As Designed, s-33841 a 1002-0001 Pound 2,820.000 05 n s7 Reinforcement Bars a 1002-0053 Pound 2,650.000 05 n s7 Reinforcement Bars, Epoxy Coated o 8620-0001 Lump Sum 1.000 05 n s5 Std Prefabricated Retaining Wall e 8610-0002 Lump Sum 1.000 04 n Yes s5 Std Concrete Retaining Wall, As Designed, s-33840 a 1002-0001 Pound 630.000 04 n s7 Reinforcement Bars a 1002-0053 Pound 925.000 04 n s7 Reinforcement Bars, Epoxy Coated o 8620-0002 Lump Sum 1.000 04 n s5 Std Prefabricated Retaining Wall e 8621-0003 Lump Sum 1.000 06 n Yes s5 Std Mechanically Stabilized Earth Retaining Wall, As Designed, s-33842 a 1002-0180 Pound 110.000 06 n s7 Reinforcement Bars a 1002-0190 Pound 590.000 06 n s7 Reinforcement Bars, Epoxy Coated o 8610-0003 Lump Sum 1.000 06 n s5 Std Concrete Retaining Wall o 8622-0003 Lump Sum 1.000 06 n s5 Std Precast Modular Retaining Wall e 8621-0004 Lump Sum 1.000 07 n Yes s5 Std Mechanicaly Stabilized Earth Retaining Wall, As Designed, s-33843 a 1002-0181 Pound 150.000 07 n s7 Reinforcement Bars a 1002-0191 Pound 1,070.000 07 n s7 Reinforcement Bars, Epoxy Coated o 8610-0004 Lump Sum 1.000 07 n s5 Std Concrete Retaining Wall o 8622-0004 Lump Sum 1.000 07 n s5 Std Precast Modular Retaining Wall e 8621-0005 Lump Sum 1.000 08 n Yes s5 Std Mechanically Stabilized Earth Retaining Wall, As Designed, s-33844 a 1002-0182 Pound 150.000 08 n s7 Reinforcement Bars a 1002-0192 Pound 1,110.000 08 n s7 Reinforcement Bars, Epoxy Coated o 8610-0005 Lump Sum 1.000 08 n s5 Std Concrete Retaining Wall o 8622-0005 Lump Sum 1.000 08 n s5 Std Precast Modular Retaining Wall e 8621-0006 Lump Sum 1.000 09 n Yes s5 Std Mechanically Stabilized Earth Retaining Wall, As Designed, s-36880 a 1002-0053 Pound 9,720.000 09 n s7 Reinforcement Bars, Epoxy Coated o 8622-0006 Lump Sum 1.000 09 n s5 Std Precast Modular Retaining Wall o 8610-0006 Lump Sum 1.000 09 n s5 Std Concrete Retaining Wall e 8621-0007 Lump Sum 1.000 10 n Yes s5 Std Mechanically Stabilized Earth Retaining Wall, As Designed, s-36881 a 1002-0053 Pound 9,492.000 10 n s7 Reinforcement Bars, Epoxy Coated o 8622-0007 Lump Sum 1.000 10 n s5 Std Precast Modular Retaining Wall o 8610-0007 Lump Sum 1.000 10 n s5 Std Concrete Retaining Wall e 8700-0001 Lump Sum 1.000 15 n Yes s5 Proj West Ramp And Stairway Structure, As Designed, l-107 a 1002-0001 Pound 11,200.000 15 n s7 Reinforcement Bars a 1002-0053 Pound 59,160.000 15 n s7 Reinforcement Bars, Epoxy Coated e 8700-0002 Lump Sum 1.000 16 n Yes s5 Proj East Ramp And Stairway Structure, As Designed, l-106 a 1002-0001 Pound 12,080.000 16 n s7 Reinforcement Bars a 1002-0053 Pound 66,510.000 16 n s7 Reinforcement Bars, Epoxy Coated 9000-0001 Cubic Yard 72.000 02 n c1, k Proj Over-Excavation And Backfill With Class c Cement Concrete, s-31260 9000-0002 Cubic Yard 8.000 09** n c1 Proj Over Excavation And Backfilling Under Foundations 9000-0003 Lump Sum 1.000 01 n x Proj Dismantling And Resetting Of Existing Bike Rack 9000-0004 Each 5.000 01 n r1 Proj Remove Existing Septa Signs 9000-0005 Each 3.000 01 n k1 Proj Concrete Washout 9000-0006 Lump Sum 1.000 $100,000.0000 $100,000.00 52 y Zz Proj Installation Of Peco Energy Gas Facilities 9000-0007 Lump Sum 1.000 $70,000.0000 $70,000.00 52 y Zz Proj Installation Of Peco Energy Gas Facilities, Off Structure 9000-0008 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Structure, West 9000-0009 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Stairs, East 9000-0010 Lump Sum 1.000 01 n p8 Proj Remove And Reset Existing Luminaire 9000-0011 Linear Foot 108.000 01 n j2 Proj Remove And Replace Existing Wooden Fence 9000-0012 Square Yard 114.000 01 n c1, h Proj Infiltration Trench 9000-0013 Lump Sum 1.000 01 n x Proj Design Temporary Pedestrian Bridge (No As-Designed Foundation Provided) 9000-0014 Lump Sum 1.000 01 n s4 Proj Construct Temporary Pedestrian Bridge 9000-0015 Lump Sum 1.000 01 n p, p8 Proj Remove And Reset Existing Pedestrian Warning Signal 9000-0016 Each 3.000 01 n h Proj Precast Concrete Catch Basin 12"x12" 9000-0017 Linear Foot 58.000 01 n j, j2 Proj Remove And Reset Existing Chainlink Fence 9000-0019 Each 1.000 01 n c, c1, h Proj Concrete Collar 9000-0020 Lump Sum 1.000 01 n m Proj Landscape Wall 9000-0021 Linear Foot 58.000 01 n j2 Proj 3 Ft 6-Inch High Septa Standard Railing 9000-0022 Each 1.000 01 n p, p8 Proj Reset Existing Junction Box And Panel 9000-0023 Cubic Yard 22.000 01 n c, c1, s5 Proj Rock, Class r-3, Choked With Class c Cement Concrete 9000-0025 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Retaining Wall 9000-0026 Lump Sum 1.000 01 n m Proj Disconnect And Reconnect Irrigation Supply Line 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System, s-31260 9203-0102 Lump Sum 1.000 03 n c1, s5 Proj Temporary Excavation Support And Protection System, s-30415 9203-0103 Lump Sum 1.000 05 n c1, s5 Std Temporary Excavation Support And Protection System, s-33841 9203-0104 Lump Sum 1.000 04 n c1, s5 Std Temporary Excavation Support And Protection System, s-33840 9203-0105 Lump Sum 1.000 06 n c1, s5 Proj Temporary Excavation Support And Protection System, s-33842 9203-0106 Lump Sum 1.000 07 n c1, s5 Proj Temporary Excavation Support And Protection System, s-33843 9203-0107 Lump Sum 1.000 08 n c1, s5 Proj Temporary Excavation Support And Protection System, s-33844 9203-0108 Lump Sum 1.000 09 n c1, s5 Std Temporary Excavation Support And Protection System, s-36880 9203-0111 Lump Sum 1.000 16 n c1, s5 Proj Temporary Excavation Support And Protection System, l-106 9999-9950 Each 1.000 $388.0000 $388.00 42 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9951 Each 1.000 $365.0000 $365.00 42 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9952 Each 1.000 $473.0000 $473.00 42 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9953 Each 10.000 $477.0000 $4,770.00 42 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9954 Each 1.000 $591.0000 $591.00 42 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9955 Each 1.000 $567.0000 $567.00 42 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9956 Each 1.000 $690.0000 $690.00 42 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9957 Each 1.000 $713.0000 $713.00 42 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9958 Each 1.000 $908.0000 $908.00 42 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9959 Each 1.000 $735.0000 $735.00 42 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9960 Each 1.000 $951.0000 $951.00 42 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9961 Each 1.000 $1,183.0000 $1,183.00 42 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9962 Each 1.000 $558.0000 $558.00 42 y k Std Utility Manhole Neck Rebuilding 9999-9963 Each 1.000 $250.0000 $250.00 42 y k Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9964 Each 1.000 $404.0000 $404.00 42 y k Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9965 Each 1.000 $279.0000 $279.00 42 y k Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d 9999-9966 Each 1.000 $465.0000 $465.00 42 y k Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d 9999-9967 Each 1.000 $495.0000 $495.00 42 y k Std 201 Box Adjustment For Resurfacing | ||||||||||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
