Similar Projects
| Last Updated | 02/01/2019 04:38 AM |
| Project Title | Group 2-19-Rar4 |
| Physical Address | View project details and contacts |
| City, State (County) | (Juniata, Mifflin Counties) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Highway Signs/Guardrails/Barriers |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | $100,000 to $199,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | The improvement of certain sections of STATE HIGHWAY in JUNIATA & MIFFLIN COUNTIES, VARIOUS BOROUGHS AND TOWNSHIPS, Commonwealth of Pennsylvania, Group 2-19-RAR4. For repair or replacement of damaged guide rail and guide rail components on various state routes in JUNIATA & MIFFLIN COUNTIES. 0608-0026 Call 2.000 01** n x Std Emergency Mobilization For Guide Rail Repair And Replacement 0619-0459 Each 8.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0460 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals Flared) 0619-0470 Each 8.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0619-0480 Each 1.000 02 n j1, j3 Permanent Impact Attenuating Device, Type Iii, Test Level 3 (Non-Energy Absorbing Terminals) 0619-0550 Each 3.000 01** n j3 Permanent Impact Attenuating Device, Type i, Test Level 3 0619-0730 Each 1.000 02 n j3 Permanent Impact Attenuating Device, Type Iv, Test Level 3, (Mash) 0619-0740 Each 1.000 02 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, (Mash) 4619-0740 Each 1.000 02 n Yes j3 Proj Permanent Impact Attenuating Device, Type v, Test Level 3, (Mash) Including Removal Of Existing Permanent Impact Attenuating Device 0620-0010 Each 1.000 02 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 1.000 02 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0015 Each 2.000 02 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 4620-0015 Each 1.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition As Shown On The Plan Drawings 0620-0400 Each 4.000 01** n j Terminal Section, Single 0620-0402 Each 1.000 01 n j Terminal Section, Bridge Connection 0620-0500 Linear Foot 700.000 01** n j Reset Guide Rail 0620-0503 Linear Foot 1,000.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0525 Each 5.000 01** n j Offset Brackets 4620-0548 Each 2.000 01** n Yes j Proj Guide Rail Posts 8' Long 0620-0550 Each 1.000 01 n j s3 x 5.7 Steel i-Beam Guide Rail Posts 0620-0551 Each 5.000 01** n j w6 x 9 Steel i-Beam Guide Rail Posts 4620-0551 Each 3.000 01** n Yes j Proj w6 x 9 Steel i-Beam Guide Rail Posts 7'-0" Length 0620-0558 Each 2.000 01** n j 8" x 6" Wood Guide Rail Post, 6' Length 0620-0575 Linear Foot 250.000 01** n j Guide Rail Element 0620-0585 Linear Foot 100.000 01** n j Rubbing Rail 0620-0595 Linear Foot 25.000 01** n j Structure Mounted Guide Rail 0620-0862 Each 2.000 01** n j Type 2-s Post Anchorage 0620-0900 Each 1.000 01 n c1, j Remove Concrete Anchorage 0620-1025 Linear Foot 25.000 01** n j Type 2-w Guide Rail 0620-1050 Linear Foot 25.000 01** n j Type 2-Wc Guide Rail 0620-1075 Linear Foot 900.000 01** n j Type 2-s Guide Rail 0620-1100 Linear Foot 225.000 01** n j Type 2-Sc Guide Rail 4620-1100 Linear Foot 25.000 01** n Yes j Std Type 2-Sc Guide Rail With Rubbing Rail And Wood Offset Brackets 0620-1125 Linear Foot 25.000 01** n j Type 2-Scc Guide Rail 0620-1250 Each 2.000 01** n j Type 2 Strong Post End Treatment 0620-1400 Linear Foot 25.000 01** n j Type 2-Wcc Guide Rail 0620-1600 Linear Foot 250.000 01** n j Type 31-s Guide Rail 0620-1605 Linear Foot 50.000 02 n j Type 31-s Guide Rail With Extra Length Posts 0620-1625 Linear Foot 50.000 01** n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 50.000 01** n Yes j Std Type 31-Sc Guide Rail With Rubbing Rail And Wooden Offset Brackets 0620-1630 Linear Foot 50.000 01** n j Type 31-Sc Guide Rail With Extra Length Posts 0620-1635 Linear Foot 50.000 01** n j Type 31-Scc Guide Rail 0620-1636 Linear Foot 50.000 01** n j Type 31-Scc Guide Rail With Extra Length Posts 0620-1640 Linear Foot 50.000 01** n j Type 31-Sm Guide Rail 0620-1645 Linear Foot 50.000 01** n j Curved w-Beam Guide Rail At Intersections 0620-1650 Each 2.000 01** n j Type 31-Strong Post End Treatment 0620-1660 Each 2.000 01** n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 2.000 01** n j Type 31-Strong Post In-Line Anchor 0901-0240 Square Foot 100.000 01** n q, r Additional Traffic Control Signs 0937-0104 Each 30.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 15.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0112 Each 2.000 01** n j, r Guide Rail Mounted Delineator Type d, (y/b) 0937-0113 Each 2.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0333 Each 18.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 9000-0001 Call 8.000 01** n q Proj Maintenance And Protection Of Traffic During Construction 9000-0025 Call 8.000 01** n x Std Mobilization For Guide Rail Repair And Replacement 9000-0036 Each 4.000 01** n j Proj Realign Existing Guide Rail Posts (All Types) 9000-0187 Each 10.000 01** n j Proj High Tension Cable Guide Rail Posts 9000-0500 Dollar 15,535.000 $1.0000 $15,535.00 01** y j Proj Unforeseen Guide Rail Repairs 9000-0576 Linear Foot 25.000 01** n j Proj Radius Guide Rail Element 9000-0577 Each 2.000 01** n j Proj Back-Up Plates For Type 2-w Guide Rail 9000-0590 Linear Foot 25.000 01** n j Proj Height Adjustment Of Existing Guide Rail 9000-0862 Each 10.000 01** n j Proj Type 2-s Post Anchorage With 1 Radius Panel | ||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
