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Last Updated | 07/24/2020 06:16 AM |
Project Title | Group 501 |
Physical Address | View project details and contacts |
City, State (County) | PA (Venango 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 | For the construction or improvement of a certain section of state highway in venango county, plum twp and oakland twp. commonwealth of pennsylvania, state route 428 section 501. This project being situated as follows: SR 0428 segment 0120/3651 north 5.40 miles to segment 0240/2917 at the intersection with SR 4022. For the milling and bituminous overlay with Warm Mix Superpave Asphalt Mixture Designs. Also for guiderail, drainage, tree trimming, and pavement markings all within a project length of 5.42 miles as indicated on the approved drawings. 0204-0001 Cubic Yard 40.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 700.000 01 n c1, h Cleaning Existing Ditches 0205-0364 Ton 100.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0316-0437 Ton 1,600.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 50.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Transverse 4341-0006 Square Yard 20,861.000 01 n Yes e Proj Cold In Place Recycled Bituminous Base Course, 3" Depth With Modifications 0341-0010 Gallon 27,536.000 01 n e Bituminous Material 0405-0001 Dollar 11,000.000 $1.00 $11,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-2495 Ton 2,700.000 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 0411-4494 Ton 6,957.000 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 0460-0001 Square Yard 131,271.000 01 n f4 Bituminous Tack Coat 4460-0001 Square Yard 20,861.000 01 n Yes f4 Std Bituminous Tack Coat On Recycled Base Course 0461-0001 Square Yard 12,600.000 01 n f4 Bituminous Prime Coat 4469-0001 Linear Foot 28,400.000 01 n Req f2 Std Longitudinal Joint Sealing For New Pavement Surfaces 0491-0019 Square Yard 8,007.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0039 Square Yard 44,285.000 01 n f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 4491-0100 Each 57.000 01 n Req f3 Std Mill And Repair Existing Shoulder 4501-0124 Square Yard 61.000 01 n Yes g Proj h.e.s. Plain Cement Concrete Pavement, 6" Depth Includes Excavation And Subbase e 4601-0353 Linear Foot 20.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-9003 Linear Foot 20.000 01 n Yes h Std 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation o 4601-9363 Linear Foot 20.000 01 n Yes h Std 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation 4601-5401 Linear Foot 12.000 01 n Yes h Std Relaid Pipe Culvert Includes Excavation 0601-5901 Linear Foot 400.000 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 4605-2700 Each 1.000 01 n Yes k Std Inlet Grate Leafless 4605-2740 Set 4.000 01 n Yes k Std Type s Concrete Top Unit And Grate Leafless 0605-2741 Set 1.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 4605-2850 Each 5.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10` Includes Pipe Stubs 4605-4010 Each 4.000 01 n Req c1, h Proj Remove Existing Inlet 4605-4011 Each 1.000 01 n Req c1, h Proj Remove Existing Endwall 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 01 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 01 n x Std Equipment Package 0616-0009 Each 2.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe 0619-0459 Each 10.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 8.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 11.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 2,888.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0595 Linear Foot 50.000 01 n j Structure Mounted Guide Rail 0620-0872 Each 3.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 21.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 2,425.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 125.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 125.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 138.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 11.000 01 n j Type 31-Strong Post In-Line Anchor 0660-0022 Linear Foot 28,000.000 01 n f3 Milled Centerline Rumble Strips Type 2 4677-0002 Ton 85.000 01 n Yes c1, e Std Selected Material Surfacing Replace In Kind 0680-0120 Square Yard 102.000 02 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 $1.00 $1,000.00 01 y x Internal Facilitation 4810-0024 Lump Sum 1.000 01 n Yes m1 Std Tree Trimming To An Unlimited Height Includes Removal 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0937-0105 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 93.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0337 Each 5.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0962-1000 Linear Foot 56,684.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 207,876.000 01 n o 4" Yellow Waterborne Pavement Markings 1045-0001 Square Yard 824.000 02 n s3 Proj Polyester Polymer Concrete (Ppc) Overlay 9000-6174 Dollar 38,000.000 $1.00 $38,000.00 01 y x Std Evaluation Of Overall Lot Pay Factor And Payment Of Incentive |
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