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Last Updated | 11/08/2019 08:21 AM |
Project Title | PA 45 Resurfacing |
Physical Address | View project details and contacts |
City, State (County) | PA (Centre 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 | $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: For the improvements of a certain section of State Highway In Centre County, Potter Township Commonwealth of Pennsylvania, State Route 45, Section 162. The project being situated as follows: On State Route 45 from Segment 0360/Offset 2596 to Segment 0410/Offset 2219. For the reconstruction of roadway using Superpave Asphalt Mixture Designs for the base and wearing courses, installation of 18 inch pipe, inlets, subgrade drains, pavement markings and miscellaneous construction as indicated on the approved drawings included in the bid package. 4203-0001 Cubic Yard 1,154.000 01 n Yes c Std Class 1 Excavation With Milled Or Sawcut Vertical Edge 4203-0003 Cubic Yard 3.000 01 n Yes c1 Proj Class 1a Excavation With Subbase No. 2a Backfill 0205-0100 Cubic Yard 6.000 01 n c1 Foreign Borrow Excavation 4205-0363 Ton 246.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-3 Includes Excavation 0311-0322 Square Yard 10,400.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0316-0337 Ton 227.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0411-0382 Square Yard 13,000.000 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-h 0411-0395 Ton 43.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-1395 Ton 4,917.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-4382 Square Yard 28,600.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0460-0001 Square Yard 83,716.000 01 n f4 Bituminous Tack Coat 0461-0001 Square Yard 5,200.000 01 n f4 Bituminous Prime Coat 0601-5430 Cubic Yard 3.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 4601-7313 Linear Foot 72.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation And Backfill e 4601-9033 Linear Foot 24.000 01 n Yes h Std 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation And Backfill a 0616-0018 Each 3.000 01 n h Steel End Section, Metallic Coated, 14 Gage For 18" Pipe o 4601-7313 Linear Foot 24.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation And Backfill a 0616-1202 Each 3.000 01 n h Concrete End Sections For 18" Pipe o 4601-0353 Linear Foot 24.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation And Backfill a 0616-0018 Each 3.000 01 n h Steel End Section, Metallic Coated, 14 Gage For 18" Pipe 0605-2730 Set 4.000 01 n k Type m Concrete Top Unit And Grate 0605-2850 Each 4.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 02 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 Equipment Package 0612-0001 Linear Foot 100.000 01 n c1, h Subgrade Drains 4677-0004 Ton 2,096.000 01 n Yes c1, e Std Selected Material Surfacing Scarify And Use Subbase 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0804-0001 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 5.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0901-0001 Lump Sum 1.000 03 n q Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 100.000 03 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 46,800.000 03 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 23,400.000 03 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 03 n q 3-Line Changeable Message Sign Without Telecommunications 0937-0339 Each 36.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0962-1000 Linear Foot 23,400.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 23,400.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0003 Ton 185.000 01 n c1 Proj Grade Adjustment Of Existing Driveways, Match Aggregates In Kind 9000-0016 Square Yard 78.000 01 n f3 Std Milling Of Bituminous Paving Notch Or Joint 9000-0017 Square Yard 78.000 01 n x Proj Cement Concrete Driveway, 6" Depth 9000-6174 Dollar 12,000.000 $1.00 $12,000.00 01 y x Std Superpave Pwt Incentive |
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