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Last Updated | 08/07/2020 05:54 AM |
Project Title | S Lime Street Bridge-B |
Physical Address | View project details and contacts |
City, State (County) | PA (Lancaster County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge |
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 | This project consists of two bridge replacements: a single-span precast reinforced concrete culvert with a cast-in-place concrete top slab and a precast concrete rigid frame bridge structure. Work also includes minor approach roadway reconstruction, drainage replacement, guide rail replacement, pavement markings, signage, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for: State route 0472, section 006, in lancaster county, quarryville borough, from Segment 0212 Offset 0398 to Segment 0212 Offset 0038, for an overall project length of 260.00 linear feet (0.049 mile), and for STATE ROUTE 0741, SECTION 027, in LANCASTER COUNTY, PARADISE TOWNSHIP, from Segment 0460 Offset 1590 to Segment 0460 Offset 1015, for an overall project length of 480.00 linear feet (0.091 mile). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 02 n a Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 1,987.000 01** n c Class 1 Excavation 0204-0001 Cubic Yard 59.000 02 n c1, h Class 2 Excavation 0205-0264 Cubic Yard 244.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 0205-0268 Cubic Yard 270.000 02 n c1 Selected Borrow Excavation Rock, Class r-8 0205-0285 Cubic Yard 10.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0205-0290 Cubic Yard 8.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0212-0001 Linear Foot 281.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 2,120.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0313-0432 Square Yard 1,444.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 9" Depth 0350-0106 Square Yard 1,444.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0110 Square Yard 86.000 01 n c, e Subbase 10" Depth (No. 2a) 0350-0120 Cubic Yard 15.000 01** n c, e Subbase (No. 2a) 0413-0230 Square Yard 1,832.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-h 0413-1024 Ton 25.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6046 Square Yard 1,444.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3" Depth 0460-0004 Gallon 348.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0014 Square Yard 790.000 01** n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0601-6744 Linear Foot 47.000 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type b Shore/Trench Box Horizontal, 7` - 3`, 50 Year Design Life 4601-6744 Linear Foot 37.000 01 n Yes h Proj 14" x 23" Elliptical Reinforced Concrete Pipe, Type b Shore/Trench Box Horizontal, 7` - 3`, 50 Year Design Life , (Open Joint) e 0601-7326 Linear Foot 112.000 02 n h 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill a 0616-1204 Each 2.000 02 n h Concrete End Sections For 24" Pipe o 0601-0315 Linear Foot 112.000 02 n h 24" Thermoplastic Pipe, Group i, 15`-1.5` Fill a 0616-1254 Each 2.000 02 n h Thermoplastic End Section For 24" Pipe o 0601-9005 Linear Foot 112.000 02 n h 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0011 Each 2.000 02 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe 0601-7706 Linear Foot 6.000 01 n h 15" Reinforced Concrete Pipe, Type b, 15` - 2` Fill, Shore/Trench Box 0605-2730 Set 2.000 02 n k Type m Concrete Top Unit And Grate 0605-2731 Set 2.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2854 Each 4.000 01** n k Type 4 Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 05 n x Mobilization 0609-0007 Lump Sum 1.000 08 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0610-7001 Linear Foot 238.000 02 n h2 4" Pavement Base Drain 0610-7002 Linear Foot 43.000 01 n h2 6" Pavement Base Drain 0615-0021 Linear Foot 25.000 02 n h2 4" Subsurface Drain Outlets 0615-0022 Linear Foot 18.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 3.000 01** n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 3.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0618-0021 Each 1.000 01 n h Concrete Collar For 15" Pipe Extension 0619-0450 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0619-0459 Each 4.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0012 Each 3.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 4620-0012 Each 1.000 01 n Req j Proj Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 0620-0014 Each 4.000 02 n j Thrie-Beam To Pa Bridge Barrier Transition 0620-0400 Each 3.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 615.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 418.750 01** n j Type 31-s Guide Rail 0620-1670 Each 2.000 01** n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 80.000 01 n k Plain Cement Concrete Curb 0676-0001 Square Yard 140.000 01** n k Cement Concrete Sidewalk 0686-0001 Each 4.000 02 n x Right-Of-Way Monuments 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0051 Lump Sum 1.000 02 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 08 y x Semi-Formal Facilitation e 0695-0002 Square Foot 30.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 30.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 30.000 01 n k Detectable Warning Surface, Polymer Composite 0802-0001 Cubic Yard 30.000 01** n c1, m Topsoil Furnished And Placed 0804-0001 Pound 22.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 62.000 02 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 17.000 01** n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 20.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0806-0113 Square Yard 952.000 01** n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 4808-0100 Each 3.000 01 n Yes m Proj Tree Sweetgum, 5-6` Ht. Container 4808-0101 Each 3.000 01 n Yes m Proj Tree American Sycamore, 5-6` Ht. Container 4808-0102 Each 3.000 01 n Yes m Proj Tree River Birch, 5-6` Ht. Container 4808-0103 Each 3.000 01 n Yes m Proj Tree Pin Oak, 5-6` Ht. Container 4808-0120 Each 3.000 01 n Yes m Proj Shrub Spicebush, 2-3` Ht. Container 4808-0121 Each 2.000 01 n Yes m Proj Shrub Silky Dogwood, 2-3` Ht. Container 0810-0024 Lump Sum 1.000 01 n m1 Tree Trimming To An Unlimited Height 0810-0050 Lump Sum 1.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 412.000 01** n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01** y m2 Unforeseen Water Pollution Control 0855-0003 Each 2.000 01** n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01** n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 509.000 01** n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 06 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 200.000 07 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 1,320.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 1,165.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0931-0001 Square Foot 5.000 02 n r Post Mounted Signs, Type b 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0962-1000 Linear Foot 1,165.000 01** n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,320.000 01** n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 2.000 02 n r Remove Post Mounted Signs, Type b 1018-0001 Lump Sum 1.000 20 n t1 Proj Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 21 n t1 Proj Removal Of Existing Bridge e 8420-0001 Lump Sum 1.000 21 n Yes s4 Std Precast Reinforced Concrete Rigid Frame, As Designed,s-38363 a 1001-0981 Square Yard 101.000 21 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves a 1002-0052 Pound 7,075.000 21 n s7 Reinforcement Bars, Epoxy Coated o 8420-0002 Lump Sum 1.000 21 n s4 Std Cast-In-Place Reinforced Concrete Rigid Frame e 8510-0001 Lump Sum 1.000 20 n Yes s4 Std Reinforced Concrete Box Culvert, As Designed, s-38403 a 1001-0980 Square Yard 57.000 20 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves a 1002-0053 Pound 7,017.000 20 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 20 n s4 Std Precast Reinforced Box Culvert o 8510-0003 Lump Sum 1.000 20 n s4 Std Cast-In-Place Reinforced Box Culvert 9000-0001 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass System 9000-0002 Square Yard 82.000 01 n f Proj Bituminous Driveway Adjustment 9000-0003 Square Foot 144.000 20 n k1 Proj Stone Masonry Wall, Dismantling And Resetting 9000-0004 Linear Foot 125.000 01 n j, j2 Proj Temporary Protective Fence For Work Area 9000-0005 Lump Sum 1.000 21 n c1, m2 Proj Temporary Diversion Dike System 9000-0006 Linear Foot 573.000 02 n j, j2 Proj Farm Fence 9000-0007 Cubic Foot 10.000 20 n c1 Proj Overexcavation And Backfill With No. 8 Coarse Aggregate 9000-0008 Cubic Yard 143.000 21 n c1 Proj Class c Cement Concrete , Over-Excavation 9203-0101 Lump Sum 1.000 20 n c1, u Std Temporary Excavation Support And Protection System |
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