Similar Projects
| Last Updated | 12/07/2018 12:14 AM |
| Project Title | 2018 Greene CO Bridges |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Greene 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 description and location of the project is as follows. Replacement of three (3) existing bridges carrying S.R. 3008-E10 (Jollytown Road) over a Branch of Garrison Fork, S.R. 3008-E20 (Jollytown Road) over Hennen Run, and S.R. 3009-H10 (Toms Run Road) over a Branch of Toms Run and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 3008, SECTION BRD, in GREENE COUNTY, GILMORE and JACKSON TOWNSHIPS. 0201-0001 Lump Sum 1.000 01** n a Clearing And Grubbing 0203-0001 Cubic Yard 2,869.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 187.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 257.000 01** n c1, h Class 2 Excavation 0204-0150 Cubic Yard 52.000 02 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 765.000 03 n c1 Foreign Borrow Excavation 4205-0200 Cubic Yard 2,142.000 01** n Yes c1 Std Selected Borrow Excavation 206 Rock, Sandstone 0205-0290 Cubic Yard 108.000 02** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0212-0001 Linear Foot 417.000 01** n c3, h, m2 Geotextile, Class 1 0212-0007 Square Yard 425.000 01** n c3, h, m2 Geotextile, Class 3, Type a 0212-0014 Square Yard 963.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 963.000 01** n c3, h, m2 Geotextile, Class 4, Type c 0311-0325 Square Yard 570.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 4311-0325 Square Yard 515.000 02 n Yes e Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth Including Sawcut 4311-0426 Square Yard 912.000 03 n Yes e Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth Including Sawcut 0350-0106 Square Yard 2,210.000 01** n c, e Subbase 6" Depth (No. 2a) 0411-0385 Square Yard 1,355.000 01** 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-l 0411-0482 Square Yard 1,000.000 03 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 955.000 03 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 0460-0003 Square Yard 3,310.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0012 Square Yard 255.000 01** n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0601-0762 Linear Foot 68.000 02 n h 16" Ductile Iron Pipe 0601-5901 Linear Foot 90.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0608-0001 Lump Sum 1.000 08** n x Mobilization 0609-0004 Lump Sum 1.000 01 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 01 n x Std Equipment Package 0610-7002 Linear Foot 417.000 01** n h2 6" Pavement Base Drain 0615-0022 Linear Foot 45.000 01** n h2 6" Subsurface Drain Outlets 0615-0066 Each 4.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 3.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 9.000 01** n j Terminal Section, Single 0620-0500 Linear Foot 38.000 03 n j Reset Guide Rail 0620-0503 Linear Foot 350.000 03 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0594 Linear Foot 88.000 04** n j Structure Mounted Guide Rail 0620-1600 Linear Foot 738.000 01** n j Type 31-s Guide Rail 0636-0001 Linear Foot 55.000 02 n f1, k Bituminous Concrete Curb 0677-0001 Cubic Yard 113.000 01** n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01** n x Construction Surveying, Type b 0689-0003 Lump Sum 1.000 01** n x Cpm Schedule 0703-0020 Cubic Yard 487.000 01** n c1, h No. 1 Coarse Aggregate 0703-0024 Cubic Yard 14.000 03 n c1, h No. 2a Coarse Aggregate 0804-0001 Pound 28.000 01** n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 27.000 01** n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 25.000 02 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0011 Pound 2.000 02 n m3 Seeding And Soil Supplements - Formula b 0804-0020 Pound 47.000 02** n m3 Seeding And Soil Supplements - Formula l 0804-0021 Pound 13.000 01** n m3 Seeding And Soil Supplements - Formula w 0806-0112 Square Yard 930.000 01** n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0140 Square Yard 84.000 01** n m2 Permanent Rolled Erosion Control Product, Type 5a 0811-0003 Linear Foot 380.000 03 n j2, m Temporary Protective Fence 0849-0010 Each 3.000 01** n c1 Rock Construction Entrance 0850-0021 Square Yard 38.000 01** n c1 Rock, Class r-3 4850-0024 Square Yard 167.000 01** n Yes c1 Proj Rock, Class r-6 Choked With r-4 And Streambed Material 4850-0034 Cubic Yard 8.000 03 n Yes c1 Proj Rock, Class r-6 Grouted Slope Transition 0855-0003 Each 3.000 01** n m2 Pumped Water Filter Bag 0855-0004 Each 3.000 01** n m2 Replacement Pumped Water Filter Bag 0867-0018 Linear Foot 725.000 01** n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 11** n q Std Maintenance And Protection Of Traffic During Construction 0901-0231 Day 21.000 11** n q Additional Warning Lights, Type b 0901-0232 Day 21.000 11** n q Additional Warning Lights, Type c 0901-0240 Square Foot 400.000 11** n q, r Additional Traffic Control Signs 0901-0451 Each 4.000 11** n q 3-Line Changeable Message Sign Without Telecommunications 0931-0003 Square Foot 13.000 01** n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 2.000 03 n r Post Mounted Signs, Type f 0937-0106 Each 23.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 38.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0330 Each 7.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0941-0001 Each 8.000 01** n r Reset Post Mounted Signs, Type b 0945-0001 Each 7.000 01** n r Reset Post Mounted Signs, Type f 0960-0021 Linear Foot 43.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0971-0001 Each 15.000 01** n r Remove Post Mounted Signs, Type b 5018-0001 Lump Sum 1.000 04 n Req t1 Proj Removal Of Existing Bridge 5018-0002 Lump Sum 1.000 05 n Req t1 Proj Removal Of Existing Bridge 5018-0003 Lump Sum 1.000 06 n Req t1 Proj Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 04 n Yes s4 Proj Precast Concrete Box Culvert, As Designed,s-37569 a 1002-0053 Pound 1,678.000 04 n s7 Reinforcement Bars, Epoxy Coated o 8520-0001 Lump Sum 1.000 04 n s4 Proj Cast-In-Place Reinforced Concrete Box Culvert e 8510-0002 Lump Sum 1.000 05 n Yes s4 Proj Precast Concrete Box Culvert, As Designed, s-37570 a 5001-0930 Cubic Yard 13.000 05 n Yes k Proj Class c Cement Concrete , Overexcavation And Backfilling Under Culvert a 1002-0053 Pound 2,930.000 05 n s7 Reinforcement Bars, Epoxy Coated o 8520-0002 Lump Sum 1.000 05 n s4 Proj Cast-In-Place Reinforced Concrete Box Culvert e 8520-0003 Lump Sum 1.000 06 n Yes s4 Proj 8'-0" Diameter Reinforced Concrete Pipe, As Designed, s-37571 a 1002-0053 Pound 7,310.000 06 n s7 Reinforcement Bars, Epoxy Coated o 8590-0001 Lump Sum 1.000 06 n s4 Proj Concrete Culvert 9000-0001 Each 3.000 01** n m2 Std Compost Sock Washout 9000-0002 Each 3.000 01** n m2 Proj Temporary Stream Diversion, Pump Bypass System 9000-0003 Lump Sum 1.000 01 n m2 Proj Temporary Stream Diversion, Pipe Flume 9000-0004 Dollar 60,000.000 $1.0000 $60,000.00 11** y q Proj Repair Of Detour Route 9000-0005 Dollar 30,000.000 $1.0000 $30,000.00 11** y q Proj Unforeseen Road Repairs 9000-0006 Lump Sum 1.000 02 n j, j2 Proj Reset Private Fence 9000-0007 Lump Sum 1.000 01 n m Proj Remove And Reset Private Mailbox 9000-0008 Linear Foot 65.000 02 n m2 Proj 18 Inch Pipe Extension 9000-0009 Lump Sum 1.000 03 n m2 Proj Timber Mats 9000-0010 Linear Foot 346.000 02** n m2 Proj Temporary Cofferdam Alternatives 9203-0101 Lump Sum 1.000 07 n v2 Std Temporary Excavation Support And Protection System | ||||||||||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
