Similar Projects
Last Updated | 01/14/2022 05:26 AM |
Project Title | Glenn Riddle Road O/ Chrome Run |
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 | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The Replacement Of The Glenn Riddle Road Bridge Over Chrome Run. The Proposed Structure Is a 32 Foot - 10 3/8 Inch Single Span p/s Concrete Next Beam. The Project Also Includes Utility Relocations, Guiderail Upgrades, Drainage Improvements, Improved Pavement Markings And Signing, And Other Miscellaneous Construction Activities, As Indicated On The Approved Drawings Included In The Bid Package For State Route 3030, Section Dgc, In Delaware County, Middletown Township From Approximately 100 Feet s.w. Of Brandywine Drive (t-445) At Segment 0040 Offset 193 To Approximately 400 Feet n.e. Of Brandywine Drive At Segment 0040 Offset 618. 201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 203-0001 Cubic Yard 141.000 01 n c Class 1 Excavation 203-0004 Cubic Yard 5.000 01 n c1 Class 1b Excavation 204-0001 Cubic Yard 6.000 01 n c1, h Class 2 Excavation 204-0150 Cubic Yard 45.000 01 n c1, h, s Class 4 Excavation 212-0001 Linear Foot 194.000 01 n c3, h, m2 Geotextile, Class 1 212-0014 Square Yard 685.000 01 n c3, h, m2 Geotextile, Class 4, Type a 313-0321 Square Yard 172.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3 1/2" Depth 350-0106 Square Yard 189.000 01 n c, e Subbase 6" Depth (No. 2a) 350-0120 Cubic Yard 4.000 01 n c, e Subbase (No. 2a) 413-0193 Square Yard 649.000 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-g 413-1019 Ton 16.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 413-6035 Square Yard 169.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 460-0001 Square Yard 1,298.000 01 n f4 Asphalt Tack Coat 461-0001 Square Yard 37.000 01 n f4 Asphalt Prime Coat 491-0013 Square Yard 480.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 601-5431 Cubic Yard 1.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 601-5901 Linear Foot 179.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0601-7313 Linear Foot 90.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0353 Linear Foot 90.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill 605-2600 Each 1.000 01 n k Type d Endwall 605-2620 Each 1.000 01 n k Type d-w Endwall 605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10` 605-3010 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height < /=5` 608-0001 Lump Sum 1.000 03 n x Mobilization 609-0007 Lump Sum 1.000 05 n xInspector`s Field Office And Inspection Facilities, Type b 609-0009 Lump Sum 1.000 05 n x Std Equipment Package 610-7002 Linear Foot 194.000 01 n h2 6" Pavement Base Drain 610-7400 Cubic Yard 4.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 612-0001 Linear Foot 85.000 01 n c1, h Subgrade Drains 615-0022 Linear Foot 71.000 01 n h2 6" Subsurface Drain Outlets 615-0040 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall 615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 619-0450 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 620-0012 Each 4.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 620-0400 Each 2.000 01 n j Terminal Section, Single 620-0503 Linear Foot 188.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 620-1600 Linear Foot 113.000 01 n j Type 31-s Guide Rail 630-0010 Linear Foot 2.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 686-0050 Lump Sum 1.000 05 n x Construction Surveying, Type d 689-0003 Lump Sum 1.000 05 n x Cpm Schedule 690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 802-0001 Cubic Yard 96.000 01 n c1, m Topsoil Furnished And Placed 804-0001 Pound 24.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 804-0003 Pound 17.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 804-0004 Pound 9.000 01 n m3 Seeding - Formula e, Including Mulch 806-0121 Square Yard 67.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 806-0140 Square Yard 50.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 845-0001 Dollar 3,000.000 $1.00 $3,000.00 01 y m2 Unforeseen Water Pollution Control 849-0010 Each 2.000 01 n c1 Rock Construction Entrance 851-0003 Square Yard 3.000 01 n c1 Rock Apron 855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 860-0012 Each 1.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type c Inlet 867-0012 Linear Foot 198.000 01 n m2 Compost Filter Sock, 12" Diameter 901-0001 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 901-0231 Day 50.000 04 n q Additional Warning Lights, Type b 901-0240 Square Foot 50.000 04 n q, r Additional Traffic Control Signs 931-0001 Square Foot 25.000 01 n r Post Mounted Signs, Type b 937-0106 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 937-0113 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 937-0339 Each 3.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 962-1000 Linear Foot 463.000 01 n o 4" White Waterborne Pavement Markings 962-1005 Linear Foot 463.000 01 n o 4" Yellow Waterborne Pavement Markings 966-0011 Each 4.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 971-0001 Each 9.000 01 n r Remove Post Mounted Signs, Type b 975-0001 Each 17.000 01 n r Remove Post Mounted Signs, Type f 1005-1480 Each 10.000 02 n x Dynamic Pile Load Test 1005-1810 Linear Foot 197.000 02 n u Steel Hp10x57 Production Pile 1005-2010 Each 8.000 02 n u Steel Hp10x57 Pile Tip Reinforcement (Heavy Duty) 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge 1072-0300 Lump Sum 1.000 01 n v2 Worker Health And Safety e 8010-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed a 1002-0053 Pound 35,465.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure, 9000-0001 Cubic Yard 8.000 02 n c1 Proj Streambank Grading 9000-0002 Lump Sum 1.000 01 n m2 Proj Temporary Diversion Device 9000-0003 Lump Sum 1.000 01 n Zz Proj Handling And Disposal Of Components Containing Heavy Metals In Paint Coatings 9000-0004 Lump Sum 1.000 01 n b1 Proj Removal And Disposal Of Asbestos-Containing Material 9000-0005 Lump Sum 1.000 07 n Zz Proj Relocation Of Aqua Pennsylvania, Inc. Water Main 9000-0006 Lump Sum 1.000 06 n Zz Proj Relocation Of Middletown Township Delaware County Sewer Authority Sewer Main 9000-0007 Each 4.000 04 n p Proj Existing Traffic Signal Retiming 9000-0008 Each 2.000 01 n m Proj Reset Mailbox 9000-0009 Each 1.000 01 n m2 Pro jRock Barrier 9000-6002 Lump Sum 1.000 02 n x Proj Monitoring And Vibration Control 9000-6003 Each 2.000 02 n x Proj Pre And Post Construction Survey |
||||||||||||||||||||
Details | Bridge, New Construction.
|
||||||||||||||||||||
Bidder's List | View project details and contacts | ||||||||||||||||||||
Prospective Bidders | View project details and contacts | ||||||||||||||||||||
Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |