Similar Projects
Last Updated | 11/08/2019 08:24 AM |
Project Title | Baltimore Pike Rsf 3 |
Physical Address | View project details and contacts |
City, State (County) | PA (Adams 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 | This project consists of resurfacing the existing roadway, milling, base replacement, drainage improvements, signing updates, pavement markings, ADA ramp improvements, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for State Route 0097, Section 011 (Baltimore Pike), in Adams County, Littlestown Borough, from SR 0194 (East King Street) at Segment 0040 Offset 2771 to Mud College Road at Segment 0110 Offset 2042, a length of 16,033.00 linear feet (3.03 miles). Also included is SR 0194-024 (East King Street) from St. Johns Road at Segment 0040 Offset 3007 to the Littlestown Borough Line at Segment 0090, Offset 0147, a length of 8,235.00 linear feet (1.56 miles). Overall project length is 24,268.00 linear feet (4.59 miles). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 26.000 01** n c Class 1 Excavation 0204-0001 Cubic Yard 21.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 45.000 01 n c1, h Cleaning Existing Ditches 0205-0364 Ton 54.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 0206-0010 Ton 726.000 01** n c1 Select Granular Material (2rc) 0212-0014 Square Yard 51.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0316-0437 Ton 6,009.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0405-0001 Dollar 9,644.000 $1.00 $9,644.00 01** y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0495 Ton 210.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-2495 Ton 4,720.000 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 0411-4452 Square Yard 102,658.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-h 0460-0001 Square Yard 205,316.000 01** n f4 Bituminous Tack Coat 0461-0001 Square Yard 2,857.000 01 n f4 Bituminous Prime Coat 0491-0014 Square Yard 52,483.000 01** n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 9,150.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0601-5430 Cubic Yard 1.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 132.000 01** n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-1300 Each 2.000 01 n c1, h1 Cleaning Drainage Structures 4605-2701 Each 25.000 02 n Yes k Proj Bicycle Safe Inlet Grate Modified 0605-2731 Set 2.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 4605-2731 Set 2.000 01 n Yes k Proj Type m Concrete Top Unit And Bicycle Safe Grate Modified 0605-2771 Set 2.000 01 n k Type c Frame And Bicycle Safe Grate 0605-2781 Set 5.000 02 n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 2.000 01 n k Standard Inlet Box, Height < /= 10` 4605-2850 Each 1.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10` Modified 0606-0150 Set 4.000 01** n c1, k Grade Adjustment Of Existing Manholes 0607-0013 Vertical Foot 3.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0007 Lump Sum 1.000 08 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0619-0459 Each 12.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 12.000 01 n j Terminal Section, Single 0620-0502 Linear Foot 5,098.000 01 n c1, j Remove Existing Guide Rail (Department Property) 0620-1600 Linear Foot 3,325.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 150.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 150.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 225.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 12.000 01 n j Type 31-Strong Post In-Line Anchor 4630-0001 Linear Foot 385.000 01** n Yes k Proj Plain Cement Concrete Curb Modified 0630-0010 Linear Foot 1,286.000 01** n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0676-0001 Square Yard 12.000 01 n k Cement Concrete Sidewalk 4676-0001 Square Yard 910.000 01** n Yes k Proj Cement Concrete Sidewalk Modified 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 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 e 0695-0002 Square Foot 564.000 01** n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 564.000 01** n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 564.000 01** n k Detectable Warning Surface, Polymer Composite 0802-0001 Cubic Yard 290.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 90.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0810-0023 Lump Sum 1.000 01 n m1 Proj Tree Trimming To a Max Height Of 20` 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 176,100.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 26,825.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 1,000.000 07 n o 6" Standard Pavement Markings, Paint & Beads, White 0931-0003 Square Foot 33.000 01** n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 68.000 01** n r Post Mounted Signs, Type f 0937-0300 Each 3.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, White Post With White Sheeting 0937-0339 Each 30.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0500 Each 80.000 01 n r Delineator Removal 0956-0101 Linear Foot 940.000 01** n p8 Loop Sensor 0960-0022 Linear Foot 110.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0023 Linear Foot 1,170.000 01** n o2 6" White Hot Thermoplastic Transverse Pavement Markings 0960-0024 Linear Foot 340.000 01** n o2 8" White Hot Thermoplastic Transverse Pavement Markings 0960-0026 Linear Foot 115.000 01** n o2 24" White Hot Thermoplastic Transverse Pavement Markings 0960-0027 Linear Foot 1,050.000 01** n o2 4" White Hot Thermoplastic Transverse Pavement Markings 0962-1000 Linear Foot 26,500.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 575.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 46,800.000 01 n o 4" Yellow Waterborne Pavement Markings 0965-0224 Each 4.000 01 n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0971-0001 Each 2.000 02 n r Remove Post Mounted Signs, Type b 1001-0020 Cubic Yard 8.000 02 n k Class c Cement Concrete 9000-0002 Each 2.000 01** n x Proj Relocate Mailbox 9203-0001 Cubic Yard 38.000 02 n c1 Proj Solution Cavity Excavation |
||||||||
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 |