Similar Projects
Last Updated | 03/19/2021 07:58 AM |
Project Title | Crawford Group 111 |
Physical Address | View project details and contacts |
City, State (County) | PA (Crawford 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 | $5,000,000 to $7,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Milling, paving, base repair, driveway adjustments, ditch cleaning, drainage, guiderail, tree trimming and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 98 SECTION 111 from segment 140 offset 1439 to segment 350 offset 2296 in Crawford County And State Route 98 Section 213 from segment 10 offset 0000 to segment 160 offset 1717 in Erie County. 0204-0010linear Foot980.000 01**Nc1, h Cleaning Existing Ditches Excavation 0205-0364ton102.000 01**Nc1 Selected Borrow Excavation Rock, Class r-4 0205-0366ton25.000 01**Nc1 Selected Borrow Excavation Rock, Class r-6 0316-0437ton610.000 01**Ne, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437ton160.000 01**Nyese, f1proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Trans 0405-0001dollar57,000.000$1.00$57,000.0001**Yx Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive e0413-7009ton41,887.000 01**Nf Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix o4413-0010ton41,887.000 01**Nreqfstd Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix - Modified High Rap Requirements 0413-9999dollar115,000.000$1.00$115,000.0001**Yx Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001square Yard298,694.000 01**Nf4 Asphalt Tack Coat 0461-0001square Yard43,162.000 01**Nf4 Asphalt Prime Coat 4491-0019square Yard252,931.000 01**Nyesf3proj Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor Shoulder Backup 0491-0039square Yard45,763.000 01**Nf3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 0501-0124square Yard45.000 02ng h.e.s. Plain Cement Concrete Pavement, 6" Depth e0601-0461linear Foot56.000 02nh 48" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box o0601-7745linear Foot56.000 02nh 48" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box o0601-4371linear Foot56.000 02nh 48" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box 0601-5401linear Foot36.000 01**Nh Relaid Pipe Culvert 0601-5430cubic Yard4.000 02nh, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901linear Foot482.000 01**Nh1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-1300each3.000 01**Nc1, h1 Cleaning Drainage Structures 4605-2700each3.000 01**Nyeskstd Inlet Grate Leafless 4605-4011each2.000 01**Nreqc1, Hstd Remove Existing Endwall 0608-0001lump Sum1.000 01**Nx Mobilization 0609-0003lump Sum1.000 03**Nx Inspector`s Field Office And Inspection Facilities, Type b 0609-0009lump Sum1.000 03**Nxstd Equipment Package 0616-1202each1.000 02nh Concrete End Sections For 18" Pipe 0616-1208each1.000 01nh Concrete End Sections For 36" Pipe 0619-0459each67.000 01**Nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010each16.000 01**Nj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0015each8.000 02nj Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400each52.000 01**Nj Terminal Section, Single 0620-0503linear Foot13,350.000 01**Nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0595linear Foot88.000 01**Nj Structure Mounted Guide Rail 0620-0872each27.000 01**Nj Buried-In-Backslope Terminal, Single Panel 0620-0873each3.000 02nj Buried-In-Backslope Terminal, Double Panel 0620-0900each110.000 01**Nc1, j Remove Concrete Anchorage 0620-1600linear Foot16,800.000 01**Nj Type 31-s Guide Rail 0620-1602linear Foot913.000 01**Nj Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625linear Foot525.000 01**Nj Type 31-Sc Guide Rail 0620-1635linear Foot50.000 01nj Type 31-Scc Guide Rail 0620-1645linear Foot825.000 01**Nj Curved w-Beam Guide Rail At Intersections 0620-1650each6.000 02nj Type 31-Strong Post End Treatment 0620-1670each69.000 01**Nj Type 31-Strong Post In-Line Anchor 4677-0002ton155.000 01**Nyesc1, Estd Selected Material Surfacing Replace In Kind 0680-0120square Yard300.000 02nk2, s1 Membrane Waterproofing System Installed On Bridge Deck 0689-0001lump Sum1.000 01**Nx Narrative Schedule 0690-0001dollar1,000.000$1.00$1,000.0001**Yx Internal Facilitation 4810-0024lump Sum1.000 01**Nyesm1std Tree Trimming To An Unlimited Height Includes Removal 0901-0001lump Sum1.000 01**Nqproj Maintenance And Protection Of Traffic During Construction 0937-0107each596.000 01**Nj, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0321each81.000 01**Nr Flexible Delineator Post, Ground-Mount Type Gm-1, Yellow Post With Yellow Sheeting 0960-0021linear Foot36.000 01**No2 24" White Hot Thermoplastic Pavement Markings 0962-1000linear Foot194,228.000 01**No 4" White Waterborne Pavement Markings 0962-1005linear Foot386,246.000 01**No 4" Yellow Waterborne Pavement Markings 9000-0001ton30.000 02nfproj Superpave Asphalt Mixture Design, Flexible Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Pipe Replacement 9000-0413dollar1,500.000$1.00$1,500.0001yxstd Hamburg Wheel Track And Cracking Tolerance Index Testing 9000-1010lump Sum1.000 01**Nxstd Electronic Delivery Management System For Asphalt Material 9000-6000each2.000 01npstd Covid-19 Safety Plan Sign |
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