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| Last Updated | 02/01/2019 05:39 AM |
| Project Title | Mercer Group 491 |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Mercer County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Paving/Reconstruction |
| 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 | Improvement Of a Certain Section Of State Highway In Mercer County, Wolf, Worth, French Creek Townships, New Lebanon And Stone Boro Boroughs, Commonwealth Of Pennsylvania, State Route 0173 Section 491. This Project Being Situated As Follows, Sr. 0173 - From Approximately 360 Feet North Of The Intersection With Gilmore Rd. (t-481) At Segment 0200 Offset 0360 Then North To Approximately 31 Feet North Of The Intersection With Sr. 0965 At Segment 0300 Offset 0031. Sr. 0173 - From Approximately 1547 Feet North Of The Intersection With Sr. 1016 (Carlton Rd.) At Segment 0490 Offset 0913 Then North To The Intersection With Sr. 1026 (County Line Rd.) At Segment 0580 Offset 3314. Sr. 0845 - From Approximately 900 Feet South Of The Intersection With Linden St. At Segment 0030 Offset 0900 Then South To Approximately 957 Feet North Of The Intersection With Sr. 1008 (District Rd.) At Segment 0030 Offset 3000. For The Bituminous Milling And Overlay With Warm Mix Superpave Asphalt Mixture Designs 22" To 34' In Width, Also For Drainage, Guiderail, And Pavement Markings All Within a Project Length Of 9.93 Miles As Indicated On The Approved Drawings. 0204-0010 Linear Foot 900.000 01 n c1, h Cleaning Existing Ditches 0316-0437 Ton 375.000 01 n f Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 95.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Trans 0405-0001 Dollar 21,000.000 $1.0000 $21,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-2395 Ton 118.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-2495 Ton 5,460.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-4394 Ton 304.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0411-4494 Ton 14,000.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-m 0411-7370 Ton 158.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0411-7470 Ton 440.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 328,564.000 01 n f4 Bituminous Tack Coat 0461-0001 Square Yard 23,545.000 01 n f4 Bituminous Prime Coat 4469-0001 Linear Foot 53,418.000 01 n Req f2 Std Longitudinal Joint Sealing For New Pavement Surfaces 0491-0019 Square Yard 24,382.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0039 Square Yard 138,163.000 01 n f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) e 4601-0353 Linear Foot 96.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill Includes Excavation o 4601-7313 Linear Foot 96.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill Includes Excavation e 4601-0355 Linear Foot 126.000 01 n Yes h Std 24" Thermoplastic Pipe, Group Iii, 8'-2' Fill Includes Excavation o 4601-9005 Linear Foot 126.000 01 n Yes h Std 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation o 4601-9365 Linear Foot 126.000 01 n Yes h Std 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation 4601-5401 Linear Foot 4.000 01 n Yes h Std Relaid Pipe Culvert , 18" Diameter e 4601-9363 Linear Foot 35.000 01 n Yes h Std 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation o 4601-0353 Linear Foot 35.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill Includes Excavation o 4601-9003 Linear Foot 35.000 01 n Yes h Std 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation 4605-2700 Each 3.000 01 n Yes k Proj Inlet Grate Leafless, Field Verify Size 4605-2701 Each 4.000 01 n Yes k Proj Bicycle Safe Inlet Grate Field Verify Size 4605-2730 Set 1.000 01 n Yes k Proj Type m Concrete Top Unit And Grate Leafless 4605-2740 Set 2.000 01 n Yes k Proj Type s Concrete Top Unit And Grate Leafless 0605-2850 Each 2.000 01 n k Standard Inlet Box, Height < /= 10' 4605-4010 Each 2.000 01 n Req c1, h Std Remove Existing Inlet 4605-4011 Each 2.000 01 n Req c1, h Std Remove Existing Endwall 0606-0050 Set 6.000 01 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0616-0009 Each 4.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe 0616-0011 Each 3.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe 0619-0459 Each 39.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 6.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 16.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 14,163.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0870 Each 5.000 01 n j Anchored Backslope Terminal, Type 1 0620-0900 Each 40.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 12,813.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail 0620-1650 Each 4.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 16.000 01 n j Type 31-Strong Post In-Line Anchor 4660-0001 Linear Foot 26,485.000 01 n Req f3 Std Milled Centerline Rumble Strips 4677-0002 Ton 9.000 01 n Yes c1, e Proj Selected Material Surfacing Replace In-Kind 0680-0120 Square Yard 790.000 01 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.0000 $1,000.00 01 y x Internal Facilitation 0850-0032 Cubic Yard 135.000 01 n c1 Rock, Class r-4 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0937-0107 Each 214.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0962-1000 Linear Foot 106,836.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 331,043.000 01 n o 4" Yellow Waterborne Pavement Markings 0966-0011 Each 181.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0018 Each 204.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 9000-0001 Ton 67.000 01 n e Proj Superpave Asphalt Mixture Design, Flexible Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Pipe Replacement 9000-6174 Dollar 76,000.000 $1.0000 $76,000.00 01 y x Proj Evaluation Of Overall Lot Pay Factor And Payment Of Incentive Al Construction (0.1) | ||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
