Similar Projects
| Last Updated | 12/07/2018 02:02 AM |
| Project Title | SR 14 Over Tributary to South Creek Flood RPR 2018 |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Bedford 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 | Emergency repairs of flood damage including debris and deposition removal, selected borrow excavation rock, subbase, drainage, structure repairs, and other related work as indicated on approved drawings for STATE ROUTE 14, SECTION 114 at Segment 0660 Offset 0199 to Segment 0600 Offset 1214, and for STATE ROUTE 414, Section 072 at Segment 0110 Offset 1869 to Segment 0120 Offset 0730, and for STATE ROUTE 414, Section 073 at Segment 0150 Offset 2205 to Segment 0160 Offset 0805, and for STATE ROUTE 414, Section 074 at Segment 0210 Offset 1823 to Segment 0220 Offset 0515, and for STATE ROUTE 414, Section 075 at Segment 0250 Offset 1411 to Segment 0260 Offset 0505, and for STATE ROUTE 4013, Section 044 at Segment 0260 Offset 0441 to Segment 0260 Offset 1513, and for STATE ROUTE 4013, Section 045 at Segment 0280 Offset 2111 to Segment 0280 Offset 0664, In BRADFORD County, South Creek, Leroy, and Ridgebury Townships, and for STATE ROUTE 154, Section 085 at Segment 0490 Offset 0226 to Segment 0490 Offset 1243, in SULLIVAN County, Fox Township. 0204-0100 Cubic Yard 28.000 15 n c1, s1, t1 Class 3 Excavation 4205-0363 Ton 156.000 03** n Yes c1 Std Selected Borrow Excavation Rock, Class r-3 Includes Excavation 4205-0365 Ton 15.000 31 n Yes c1 Std Selected Borrow Excavation Rock, Class r-5 Includes Excavation 4205-0368 Ton 2,186.000 03** n Yes c1 Std Selected Borrow Excavation Rock, Class r-8 Includes Excavation 0212-0014 Square Yard 699.000 11 n c3, h, m2 Geotextile, Class 4, Type a 0601-5401 Linear Foot 4.000 31 n h Relaid Pipe Culvert 0608-0001 Lump Sum 1.000 03 n x Mobilization 0689-0001 Lump Sum 1.000 03 n x Narrative Schedule 0901-0001 Lump Sum 1.000 03 n q Std Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 07 n q Std Maintenance And Protection Of Traffic During Construction 0901-0003 Lump Sum 1.000 11 n q Std Maintenance And Protection Of Traffic During Construction 0901-0004 Lump Sum 1.000 15 n q Std Maintenance And Protection Of Traffic During Construction 0901-0005 Lump Sum 1.000 19 n q Std Maintenance And Protection Of Traffic During Construction 0901-0006 Lump Sum 1.000 23 n q Std Maintenance And Protection Of Traffic During Construction 0901-0007 Lump Sum 1.000 27 n q Std Maintenance And Protection Of Traffic During Construction 0901-0008 Lump Sum 1.000 31 n q Std Maintenance And Protection Of Traffic During Construction 1001-0010 Cubic Yard 38.000 03** n s2 Class a Cement Concrete 5001-0204 Pound 681.000 03** n Yes s7 Proj 6 x 6 Steel Wire Fabric w4 x w4 Epoxy Coated 5001-0730 Cubic Yard 21.000 15** n Yes c1, s4 Std Selected Borrow Excavation, Structure Backfill o.g.s. Or No. 57 Coarse Aggregate 1001-0801 Cubic Yard 35.000 03** n x Anti-Washout Admixture 1002-0052 Pound 2,343.000 03** n s7 Reinforcement Bars, Epoxy Coated 1018-0050 Lump Sum 1.000 15 n t1 Std Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 31 n t1 Std Removal Of Portion Of Existing Bridge 9000-0005 Each 4.000 03** n c1, m Std Diversion Dike System 9000-0006 Cubic Yard 11.000 03** n k2 Proj Self-Consolidating Cement Concrete 9000-0010 Ton 71.000 03** n c1, k2 Proj Selected Borrow Excavation, Class r-8 (Grouted, Includes Excavation) Grouted, Includes Excavation 9000-0099 Each 1.000 03 n c1, m Std Site Access 9000-0100 Each 2.000 07 n c1, m Std Site Access 9000-0101 Each 4.000 11 n c1, m Std Site Access 9000-0102 Each 2.000 15 n c1, m Std Site Access 9000-0103 Each 1.000 19 n c1, m Std Site Access 9000-0104 Each 2.000 23 n c1, m Std Site Access 9000-0105 Each 3.000 27 n c1, m Std Site Access 9000-0106 Each 1.000 31 n c1, m Std Site Access 9000-0305 Each 206.000 03** n s2 Std Adhesive Anchor, No. 5 Bar, Epoxy Coated 9000-0390 Cubic Yard 59.000 03** n c1 Std Debris Removal 9000-0391 Cubic Yard 8,258.000 11** n c1 Std Deposition Removal 9000-0806 Dollar 2,000.000 $1.0000 $2,000.00 03 y m2 Std Erosion Control Measures 9000-0807 Dollar 2,000.000 $1.0000 $2,000.00 07 y m2 Std Erosion Control Measures 9000-0808 Dollar 2,000.000 $1.0000 $2,000.00 11 y m2 Std Erosion Control Measures 9000-0809 Dollar 2,000.000 $1.0000 $2,000.00 15 y m2 Std Erosion Control Measures 9000-0810 Dollar 2,000.000 $1.0000 $2,000.00 19 y m2 Std Erosion Control Measures 9000-0811 Dollar 2,000.000 $1.0000 $2,000.00 23 y m2 Std Erosion Control Measures 9000-0812 Dollar 2,000.000 $1.0000 $2,000.00 27 y m2 Std Erosion Control Measures 9000-0813 Dollar 2,000.000 $1.0000 $2,000.00 31 y m2 Std Erosion Control Measures 9000-5000 Each 4.000 03** n m, m2, m3 Std Concrete Washout | ||||||
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