Similar Projects
Last Updated | 04/10/2020 04:10 AM |
Project Title | Keystone Healthcare Development |
Physical Address | View project details and contacts |
City, State (County) | PA (Mifflin 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 | $200,000 to $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 improvement of a certain section of roadway in mifflin county, derry township, Commonwealth of Pennsylvania. This project being situated as follows: In the Derry Township, on T-401 (Ferguson Valley Road), T-780 (Derry Heights Boulevard), and T-779 (Valley Meadow Drive) for a total length of approximately 3,035 feet (0.58 miles). For roadway construction involving superpave asphalt mixture designs for the base, binder, and wearing courses, curbing, pavement markings, and miscellaneous construction as shown on the approved drawings included in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 668.000 01 n c Class 1 Excavation 4203-0003 Cubic Yard 47.000 01 n Yes c1 Proj Class 1a Excavation With Subbase No. 2a Backfill 0203-0004 Cubic Yard 32.000 01 n c1 Class 1b Excavation 0311-0322 Square Yard 690.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0326 Square Yard 2,100.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0311-0337 Ton 64.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 2,154.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0385 Square Yard 10,669.000 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 0411-1395 Ton 489.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-7370 Ton 131.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 19,345.000 01 n f4 Bituminous Tack Coat 0491-0019 Square Yard 555.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0606-0150 Set 1.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 02 n x Mobilization 0620-0500 Linear Foot 275.000 01 n j Reset Guide Rail 4633-0200 Linear Foot 972.000 01 n Yes k Proj Plain Concrete Mountable Curb, Type a 6" Depth On Bituminous Pavement 4677-0004 Ton 189.000 01 n Yes c1, e Std Selected Material Surfacing Scarify And Use Subbase 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0802-0001 Cubic Yard 180.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 75.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0860-0002 Each 21.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 1,264.000 01 n m2 Compost Filter Sock, 12" Diameter 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 4962-1000 Linear Foot 1,440.000 01 n Yes o Std 4" White Waterborne Pavement Markings Double Application 4962-1005 Linear Foot 1,440.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Double Application 9000-0002 Each 1.000 01 n j3 Proj Remove And Reset Permanent Impact Attenuating Device 9000-0060 Square Yard 351.000 01 n f3 Std Milling Of Bituminous Paving Notch Or Joint |
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