Similar Projects
Last Updated | 09/18/2020 02:47 AM |
Project Title | SR 118 Over Tributary Huntsville Reservoir |
Physical Address | View project details and contacts |
City, State (County) | PA (Luzerne 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 | For the rehabilitation and improvement of a certain section of State Highway In Luzerne County, Lehman Township, Commonwealth Of Pennsylvania, State Route 0118, Section 371. The SR 0118, Section 371 culvert replacement project conveys an Unnamed Tributary to Huntsville Reservoir. The project is located in Lehman Township, Luzerne County, approximately 1.1 miles south of the intersection of SR 118 and SR 415. The existing culvert consists of two 78’ long 72”x44” corrugated metal arches. The proposed structure will consist of a single 12’x5’ precast concrete box culvert. The scope of work will also include minor approach work and guiderail installation. The project will be constructed utilizing half width staged construction with a temporary traffic signal. Stream flow will be maintained with temporary stream diversion devices and temporary bypass pipes. The proposed culvert will be depressed 1.0’ in accordance with current standards. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,093.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 832.000 01 n g4 Saw Cutting 0212-0001 Linear Foot 765.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 2,038.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0303-0001 Square Yard 1,017.000 01 n e Cement Treated Permeable Base Course, 4" Depth 0313-0422 Square Yard 424.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0104 Square Yard 1,714.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 655.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0245 Square Yard 1,782.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-1021 Ton 37.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-6045 Square Yard 424.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6048 Square Yard 412.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3 1/2" Depth 0460-0001 Square Yard 3,564.000 01 n f4 Asphalt Tack Coat 0491-0013 Square Yard 1,289.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0030 Square Yard 1,017.000 01 n g Plain Cement Concrete Pavement, 9" Depth 0515-0001 Linear Foot 508.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 4601-0381 Linear Foot 200.000 01 n Yes h Proj 42" Thermoplastic Pipe, Group Iv, 7`-2.5` Fill Excavation For Installation And Removal Included 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7001 Linear Foot 735.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 30.000 01 n h2 4" Subsurface Drain Outlets 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 750.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 288.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 413.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 13.000 01 n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 13.000 01 n j Type 31-Sc Guide Rail With 8` Extra Length Posts 0627-3019 Linear Foot 600.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0628-3019 Linear Foot 1,820.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0660-0022 Linear Foot 2,386.000 01 n f3 Milled Centerline Rumble Strips Type 2 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0696-0610 Each 3.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 8.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025 Cubic Yard 48.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 42.000 01 n c1, m Topsoil Furnished And Placed 0804-0004 Pound 2.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 12.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0804-0007 Pound 9.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0806-0113 Square Yard 353.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0808-3074 Each 6.000 01 n m Red Maple - (2 1/2" Cal. b&b) 0808-3131 Each 2.000 01 n m River Birch - (2" Cal. b&b) 0808-4091 Each 1.000 01 n m Silky Dogwood - (2` Ht. b.r.) 0810-0052 Each 2.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 886.000 01 n j2, m Temporary Protective Fence 0849-0010 Each 8.000 01 n c1 Rock Construction Entrance 0850-0031 Cubic Yard 13.000 01 n c1 Rock, Class r-3 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 0867-0012 Linear Foot 768.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 6,722.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 6,213.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 22.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0700 Each 2.000 01 n p Temporary Traffic Signals (Either Permanent Or Portable) 0901-0710 Each 3.000 01 n p Temporary Traffic Control Signal Reset (Either Permanent Or Portable) 0931-0001 Square Foot 47.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 22.000 01 n r Post Mounted Signs, Type f 0937-0107 Each 13.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0339 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0963-0001 Square Foot 8,329.000 01 n o2, o3 Pavement Marking Removal 0963-0010 Each 6.000 01 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 4,036.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 4,772.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 370.000 01 n o 6" White Epoxy Pavement Markings 0964-0022 Linear Foot 116.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0224 Each 6.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0966-0300 Each 83.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 1018-0060 Lump Sum 1.000 01 n c1, t1 Proj Removal Of Existing Culvert e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-38186 a 1002-0053 Pound 4,965.000 02 n s7 Reinforcement Bars, Epoxy Coated a 9203-2101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System o 8510-0002 Lump Sum 1.000 02 n s4 Std Precast Concrete Box Culvert o 8520-0001 Lump Sum 1.000 02 n s4 Std Cast-In-Place Concrete Reinforced Box Culvert 9000-0001 Each 5.000 01 n j Proj Temporary Guide Rail Tie-In 9000-0002 Cubic Yard 6.000 01 n c1 Proj Stockpile And Place Natural Streambed Material 9000-0003 Square Yard 50.000 01 n m2 Proj Timber Mat For Wetland Crossing 9000-0004 Linear Foot 115.000 01 n m2 Proj Temporary Diversion Device 9000-0005 Linear Foot 170.000 01 n m2 Proj Reset Temporary Diversion Device 9000-9350 Each 4.000 01 n j, r Std Post Mounted Delineator, (Yellow)Sign, Type f, High Intensity |
||||||||||||||||||||
Details |
|
||||||||||||||||||||
Bidder's List | View project details and contacts | ||||||||||||||||||||
Prospective Bidders | View project details and contacts | ||||||||||||||||||||
Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |