Similar Projects
| Last Updated | 06/21/2019 09:04 AM |
| Project Title | 2019 Slide Repairs |
| Physical Address | View project details and contacts |
| City, State (County) | (Fayette, Greene, Washington, Westmoreland Counties) |
| 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 | $2,500,000 to $4,999,999 |
| 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. Slide Repairs To Various State Routes In Various Municipalities In Fayette, Greene, Washington And Westmoreland Counties. Constuction Consists Of Slide Repairs, Drainage, Roadway Improvements And Other Miscellaneous Construction, As Indicated On The Approved Drawings In The Bid Package. 0202-0001 Lump Sum 1.000 01 n b Demolition 4203-0001 Cubic Yard 17,564.000 01** n Yes c Proj Class 1 Excavation , Includes Pre-Survey 0203-0004 Cubic Yard 965.000 01** n c1 Class 1b Excavation 0204-0150 Cubic Yard 350.000 01** n c1, h, s Class 4 Excavation 0205-0263 Cubic Yard 1,209.000 01** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0264 Cubic Yard 6,039.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 4205-0266 Cubic Yard 1,420.000 02 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-6 , Grouted 0205-0267 Cubic Yard 30.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 4205-0268 Cubic Yard 60.000 02 n Yes c1 Std Selected Borrow Excavation Rock, Class r-8 , Choked With r-4 0205-0281 Cubic Yard 1,537.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0014 Square Yard 3,675.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0221-0011 Square Yard 5,340.000 02 n c3, m2 Geogrids, Class 3, Type b 0311-0337 Ton 233.000 02 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0311-0422 Square Yard 418.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0537 Ton 268.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0311-0637 Ton 70.000 02 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 10 To < 30 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 363.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 784.000 01** n c, e Subbase (No. 2a) 0411-0392 Ton 101.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0411-0482 Square Yard 1,362.000 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 0411-0592 Ton 105.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0411-0792 Ton 35.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 76-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-h 0411-1395 Ton 27.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-1495 Ton 78.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-1595 Ton 70.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0411-1795 Ton 18.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 76-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 0411-6370 Ton 131.000 02 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0411-6450 Square Yard 455.000 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 0411-6570 Ton 149.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0411-6770 Ton 44.000 02 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 76-22, 10 To < 30 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 11,158.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0013 Square Yard 2,310.000 01** n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0601-2823 Linear Foot 180.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0616-0602 Each 1.000 01 n h Aluminum Alloy End Sections, 16 Gage, For 18" Pipe 0601-9653 Linear Foot 180.000 n h 18" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 16 Gage 0616-0009 Each 1.000 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe 0601-5430 Cubic Yard 35.000 01** n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5431 Cubic Yard 1.000 02 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-7014 Linear Foot 105.000 01** n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life 0601-7313 Linear Foot 80.000 01** n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill 0605-2600 Each 2.000 02 n k Type d Endwall 4605-2731 Set 1.000 01 n Yes k Std Type m Concrete Top Unit And Bicycle Safe Grate , Galvanized 4605-2740 Set 2.000 02 n Yes k Std Type s Concrete Top Unit And Grate , Galvanized 4605-2741 Set 1.000 01 n Yes k Std Type s Concrete Top Unit And Bicycle Safe Grate , Galvanized 4605-2750 Set 1.000 01 n Yes k Std Type d-h Concrete Top Unit And Grates , Galvanized 4605-2760 Set 1.000 01 n Yes k Std Type d-h Level Concrete Top Unit And Grates , Galvanized 0605-2850 Each 4.000 01** n k Standard Inlet Box, Height < /= 10' 0605-2882 Each 2.000 01 n k Type d-h Inlet Box, Height < /= 10' 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0004 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 01 n x Std Equipment Package 0610-0002 Linear Foot 165.000 02 n h2 6" Pipe Underdrain Type i Backfill 0615-0022 Linear Foot 5.000 02 n h2 6" Subsurface Drain Outlets 0619-0459 Each 2.000 02 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 2,063.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0575 Linear Foot 150.000 01 n j Guide Rail Element 0620-0872 Each 1.000 02 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 2,138.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 700.000 01** n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 75.000 02 n j Type 31-Sc Guide Rail 0620-1626 Linear Foot 200.000 01 n j Type 31-Sc Guide Rail With 7' Extra Length Posts 0620-1637 Linear Foot 150.000 01 n j Type 31-Scc Guide Rail With 7' Extra Length Posts 0620-1650 Each 1.000 02 n j Type 31-Strong Post End Treatment 0620-1660 Each 2.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3019 Linear Foot 1,230.000 02 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1' 4660-0001 Linear Foot 640.000 01 n Req f3 Std Milled Centerline Rumble Strips 0660-0030 Linear Foot 1,280.000 01 n f3 Bituminous Shoulder Rumble Strips 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 0686-0040 Lump Sum 1.000 02 n x Construction Surveying, Type c 0689-0001 Lump Sum 1.000 02 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 02 y x Internal Facilitation 0696-0639 Each 3.000 02 n j1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0024 Cubic Yard 884.000 01** n c1, h No. 2a Coarse Aggregate 0703-0025 Cubic Yard 511.000 01** n c1, h No. 57 Coarse Aggregate 0804-0013 Pound 133.000 01** n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 33.000 01** n m3 Seeding - Formula e 0805-0022 Ton 3.000 01** n m3 Mulching - Straw 0806-0103 Square Yard 1,840.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1d 0806-0121 Square Yard 405.000 01** n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 4810-0024 Lump Sum 1.000 01** n Yes m1 Proj Tree Trimming To An Unlimited Height , Includes Removal 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0854-0002 Each 1.000 02 n h Temporary Slope Pipe 0855-0003 Each 2.000 01** n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0018 Linear Foot 604.000 01** n m2 Compost Filter Sock, 18" Diameter 0867-0032 Linear Foot 285.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0120 Each 1.000 02 n q Speed Display Sign 0901-0203 Each 1.000 02 n q Arrow Panel 0901-0231 Day 100.000 01** n q Additional Warning Lights, Type b 0901-0232 Day 100.000 01** n q Additional Warning Lights, Type c 0901-0240 Square Foot 200.000 01** n q, r Additional Traffic Control Signs 0901-0330 Linear Foot 1,100.000 02 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 4,065.000 02 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 02 n q 3-Line Changeable Message Sign Without Telecommunications 4901-0702 Each 1.000 02 n Yes p, q Proj Temporary Traffic Signals (Portable Only) , Two Overhead Signals 0931-0001 Square Foot 52.000 01** n r Post Mounted Signs, Type b 0932-0001 Square Foot 22.000 01** n r Post Mounted Signs, Type c 0935-0001 Square Foot 15.000 01** n r Post Mounted Signs, Type f 0937-0106 Each 53.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 53.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0322 Each 6.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With Red Sheeting 0962-1000 Linear Foot 4,410.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 4,900.000 02 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 7,090.000 01** n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 1,565.000 02 n o2, o3 Pavement Marking Removal 0966-0011 Each 23.000 01** n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0018 Each 17.000 02 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 9000-0001 Square Foot 6,800.000 01** n k1, s5 Proj Precast Concrete Jumbo Block Wall 9000-0002 Linear Foot 3,300.000 02 n u, u1 Proj Dowels, Sr 4022 9000-0003 Linear Foot 5,060.000 02 n u, u1 Proj Dowels, Sr 1003 9000-0004 Each 6.000 01** n k, m2 Proj Temporary Inlet Cap 9000-0005 Linear Foot 937.000 01** n m2 Std Temporary Water Diversion Device 9000-0006 Each 5.000 01 n m2 Std Rock Filter Outlet 9000-0007 Dollar 15,000.000 $1.00 $15,000.00 01 y x Proj Asbestos Testing And Abatement 9000-0008 Dollar 2,500.000 $1.00 $2,500.00 01 y x Std Health And Safety Plan (Hsap) 9000-0009 Dollar 7,500.000 $1.00 $7,500.00 01 y c1 Proj Pole Tubes 9000-0010 Dollar 6,000.000 $1.00 $6,000.00 02 y j3 Std Repair Temporary Impact Attenuating Device 9000-5000 Each 5.000 01** n m2 Std Concrete Washout | ||||||||||
| Details |
|
||||||||||
| Bidder's List | View project details and contacts | ||||||||||
| Prospective Bidders | View project details and contacts | ||||||||||
| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
