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Last Updated 02/19/2021 11:20 PM
Project Title

Ext of 424 to SR 924

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 $20,000,000 to $24,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

The SR 0424, Section 390 project involves an extension of SR 0424, commonly referred to as the Hazleton Beltway, from the I-81/Exit 141 Interchange to Humboldt Industrial Park (HIP) in Hazle Township, Luzerne County. The approximately 1.1-mile long extension will involve the construction of a four-lane roadway from the current termination of the beltway just west of I-81 to Commerce Drive. The roadway will require an at-grade railroad crossing and provide access to the White Birch Road extension directly south of the railroad. Traffic will proceed onto Commerce Drive, Forest Road, and this newly-constructed White Birch Road, a two-lane road to Maplewood Drive, which connects to SR 0924. Turning lanes will be added to the intersections of SR 0424 and I-81 northbound ramps, SR 0424 and I-81 southbound ramps, SR 0424 and Commerce Drive, and Commerce Drive and Forest Road. This extension will ultimately connect the Hazleton Beltway to SR 0924 west of I-81, utilizing HIP’s existing roadway network. There are two existing bridges over I-81 within the project limits, SR 0424 at Interchange 141. The existing bridges are 60’ wide and striped for three (3) lanes. To facilitate five (5) lanes, the existing bridge cross slopes will be modified to move the profile grade point and the lanes restriped. This will be done with a latex modified concrete overlay (LMCO) of the existing bridge decks. The proposed typical section will result in five (5) 11’-0” lanes with two (2) 2’-6” shoulders. Modifications to the bridge approach slab will also be necessary. The existing approach slab width is designed to match the current travel lane width on the bridges. With the addition of lanes, the proposed roadway will require wider approach slabs. Approach shoulders will also be modified to concrete and flared to match the radius of the intersection. Three bioretention basins will be used to control stormwater volume throughout the project. The overall project length of 1.771 miles (9,350 linear feet) plus Ramps and Township Roads as indicated on the approved drawings included in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 229,103.000 01** n c Class 1 Excavation 0204-0001 Cubic Yard 4,611.000 01 n c1, h Class 2 Excavation 0212-0001 Linear Foot 18,494.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 74,389.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0322 Square Yard 2,073.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0526 Square Yard 67,195.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 3,650.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 71,716.000 01** n c, e Subbase 8" Depth (No. 2a) 0404-0012 Dollar 39,000.000 $1.00 $39,000.00 01 y x Asphalt Pavement Ride Quality Incentive, Schedule b 0405-0001 Dollar 26,000.000 $1.00 $26,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0195 Square Yard 2,073.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-0308 Ton 8,752.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0413-2086 Ton 1,169.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0413-6056 Square Yard 67,833.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 3" Depth 0413-9999 Dollar 114,500.000 $1.00 $114,500.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 147,206.000 01 n f4 Asphalt Tack Coat 0491-0019 Square Yard 9,736.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 416.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0028 Square Yard 409.000 01 n g Plain Cement Concrete Pavement, 8" Depth e 0601-0353 Linear Foot 392.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7313 Linear Foot 392.000 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9363 Linear Foot 392.000 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-0353 Linear Foot 57.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-1252 Each 1.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-7313 Linear Foot 57.000 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 1.000 n h Concrete End Sections For 18" Pipe o 0601-9363 Linear Foot 57.000 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0009 Each 1.000 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe e 0601-0353 Linear Foot 731.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7313 Linear Foot 731.000 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill e 0601-0353 Linear Foot 65.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-1252 Each 1.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-7313 Linear Foot 65.000 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 1.000 n h Concrete End Sections For 18" Pipe o 0601-9065 Linear Foot 65.000 n h 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage a 0616-0035 Each 1.000 n h Steel End Section, Metallic Coated, 12 Gage For 24" Pipe e 0601-0353 Linear Foot 56.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7313 Linear Foot 56.000 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill e 0601-0353 Linear Foot 18.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-1252 Each 1.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-7313 Linear Foot 18.000 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 1.000 n h Concrete End Sections For 18" Pipe o 0601-9003 Linear Foot 18.000 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0009 Each 1.000 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe e 0601-0355 Linear Foot 394.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-1254 Each 1.000 01 n h Thermoplastic End Section For 24" Pipe o 0601-7326 Linear Foot 394.000 n h 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill a 0616-1204 Each 1.000 n h Concrete End Sections For 24" Pipe e 0601-0355 Linear Foot 63.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7326 Linear Foot 63.000 n h 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill e 0601-0356 Linear Foot 420.000 01 n h 27" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7334 Linear Foot 420.000 n h 27" Reinforced Concrete Pipe, Type b, 10` - 3` Fill e 0601-0357 Linear Foot 397.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7340 Linear Foot 397.000 n h 30" Reinforced Concrete Pipe, Type b, 10` - 2` Fill e 0601-0379 Linear Foot 261.000 01 n h 36" Thermoplastic Pipe, Group Iv, 7`-2.5` Fill o 0601-7355 Linear Foot 261.000 n h 36" Reinforced Concrete Pipe, Type b, 15` - 2` Fill e 0601-0406 Linear Foot 189.000 01 n h 36" Thermoplastic Pipe, Group Vi, 15`-2` Fill a 0616-1258 Each 1.000 01 n h Thermoplastic End Section For 36" Pipe o 0601-7355 Linear Foot 189.000 n h 36" Reinforced Concrete Pipe, Type b, 15` - 2` Fill a 0616-1208 Each 1.000 n h Concrete End Sections For 36" Pipe e 0601-0763 Linear Foot 156.000 01 n h 18" Ductile Iron Pipe a 0616-0018 Each 1.000 01 n h Steel End Section, Metallic Coated, 14 Gage For 18" Pipe o 0601-8317 Linear Foot 156.000 n h 18" Reinforced Concrete Pipe, Type b, < 1.5` Fill a 0616-1202 Each 1.000 n h Concrete End Sections For 18" Pipe 0601-5430 Cubic Yard 3.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-6792 Linear Foot 384.000 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type b Shore/Trench Box Horizontal, 3` - 2` e 0601-7061 Linear Foot 198.000 01 n h 36" Reinforced Concrete Pipe, Type a, 30` - 1.5` Fill, 100 Year Design Life a 0616-1208 Each 1.000 01 n h Concrete End Sections For 36" Pipe o 0601-9479 Linear Foot 198.000 n h 36" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 10 Gage, 100 Year Design Life a 0616-0062 Each 1.000 n h Steel End Section, Metallic Coated, 10 Gage For 36" Pipe 0601-7313 Linear Foot 34.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill e 0601-7326 Linear Foot 550.000 01 n h 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill o 0601-0355 Linear Foot 550.000 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill 0601-7327 Linear Foot 78.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill 0601-7340 Linear Foot 85.000 01 n h 30" Reinforced Concrete Pipe, Type b, 10` - 2` Fill e 0601-9003 Linear Foot 235.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-2823 Linear Foot 235.000 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-9425 Linear Foot 142.000 01 n h 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage o 0601-7327 Linear Foot 142.000 n h 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill o 0601-0355 Linear Foot 142.000 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0604-0353 Linear Foot 1,573.000 01 n h 18" Perforated Thermoplastic Pipe, Group Iiip, 8`-2` Fill o 0604-7313 Linear Foot 1,573.000 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill o 0604-9363 Linear Foot 1,573.000 n h 18" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0604-0355 Linear Foot 1,701.000 01 n h 24" Perforated Thermoplastic Pipe, Group Iiip, 8`-2` Fill o 0604-7326 Linear Foot 1,701.000 n h 24" Reinforced Concrete Pipe, Type b, (Open Joint), 10` - 2` Fill o 0604-9065 Linear Foot 1,701.000 n h 24" Perforated Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage 0605-2401 Set 7.000 01 n k Manhole Frame And Cover 0605-2600 Each 3.000 01 n k Type d Endwall 0605-2620 Each 1.000 01 n k Type d-w Endwall 0605-2630 Each 1.000 01 n k Type e-s Endwall 0605-2710 Set 67.000 01 n k Type c Concrete Top Unit And Grate 0605-2730 Set 7.000 01 n k Type m Concrete Top Unit And Grate 0605-2750 Set 6.000 01 n k Type d-h Concrete Top Unit And Grates 0605-2850 Each 41.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 23.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2859 Each 2.000 01 n k Type 5 Inlet Box, Height > 10` And < /= 20` 4605-2866 Each 4.000 01 n Req k Proj Type 7 Inlet Box, Height < /= 10` 0605-2882 Each 6.000 01 n k Type d-h Inlet Box, Height < /= 10` 0605-3021 Each 6.000 01 n k Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0605-3042 Each 1.000 01 n k Type 7 Manhole, Storm Water, Height >10` And < /= 20` 4605-4001 Each 2.000 01 n Yes k Proj Cap Existing Inlet Custom 0608-0001 Lump Sum 1.000 07 n x Mobilization 0609-0003 Lump Sum 1.000 05 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0610-0001 Linear Foot 989.000 01 n h2 4" Pipe Underdrain, Type i Backfill 0610-7002 Linear Foot 13,592.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 129.000 01 n h2 6" Subsurface Drain Outlets 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0616-1204 Each 1.000 01 n h Concrete End Sections For 24" Pipe 0616-1206 Each 1.000 01 n h Concrete End Sections For 30" Pipe 0619-0459 Each 4.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0011 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-1600 Linear Foot 438.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 6,000.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0624-0001 Linear Foot 2,840.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0300 Each 8.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0400 Each 32.000 01 n j2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0500 Each 8.000 01 n j2 Pull Posts For Type 1 Right-Of-Way Fence 0624-0600 Each 235.000 01 n j2 Line Posts For Type 1 Right-Of-Way Fence 0624-0724 Each 3.000 01 n j2 Vehicular Gate For Type 1 Right-Of-Way Fence, 14-Foot Opening 0624-0725 Each 2.000 01 n j2 Vehicular Gate For Type 1 Right-Of-Way Fence, 15-Foot Opening 0627-3019 Linear Foot 470.000 06 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0628-3019 Linear Foot 430.000 06 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0630-0001 Linear Foot 14,534.000 01 n k Plain Cement Concrete Curb 0633-0200 Linear Foot 1,111.000 01 n k Plain Concrete Mountable Curb, Type a 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 05 y x Internal Facilitation 0696-0610 Each 2.000 06 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 4.000 06 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025 Cubic Yard 36.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 6,725.000 01 n c1, m Topsoil Furnished And Placed 0804-0003 Pound 328.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 163.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 2,247.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0805-0022 Ton 2.000 01 n m3 Mulching - Straw 0806-0112 Square Yard 6,103.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0113 Square Yard 48,247.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 4806-0121 Square Yard 1,338.000 01 n Req m2 Proj Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0806-0140 Square Yard 717.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0806-0142 Square Yard 175.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5c 0808-3840 Each 3.000 01 n m White Pine - (3` Ht. b&b) 0808-7170 Each 600.000 01 n m Soft Rush (Plug) 0808-7210 Each 850.000 01 n m Soft Stem Bulrush (Plug) 0808-7221 Each 850.000 01 n m Woolgrass (Plug) 0811-0003 Linear Foot 6,707.000 01 n j2, m Temporary Protective Fence 0849-0010 Each 10.000 01 n c1 Rock Construction Entrance 0850-0024 Square Yard 196.000 01 n c1 Rock, Class r-6 0850-0031 Cubic Yard 2.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 2,162.000 01 n c1 Rock, Class r-4 0850-0033 Cubic Yard 30.000 01 n c1 Rock, Class r-5 0850-0034 Cubic Yard 182.000 01 n c1 Rock, Class r-6 0850-0036 Cubic Yard 140.000 01 n c1 Rock, Class r-8 0855-0003 Each 17.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 31.000 01 n m2 Replacement Pumped Water Filter Bag 0859-0021 Each 6.000 01 n h Anti-Seep Collar 0860-0000 Each 10.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 15.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0020 Each 9.000 01 n m2 Pipe/Gravel Inlet Protection For Type m Inlet 0860-0022 Each 1.000 01 n m2 Pipe/Gravel Inlet Protection For Type c Inlet 0865-0001 Linear Foot 1,000.000 01 n m2 Silt Barrier Fence, 18" Height 0867-0012 Linear Foot 7,594.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 2,499.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 758.000 01 n m2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 2,507.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0873-0001 Linear Foot 356.000 01 n c1, h Temporary Baffle Wall 0874-0001 Each 3.000 01 n c1, h Temporary Riser Pipe Assembly 0875-0001 Each 3.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 06 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0102 Each 1.000 06 n q Shadow Vehicle 0901-0320 Linear Foot 56,152.000 06 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 56,303.000 06 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 184.000 06 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 4.000 06 n q 3-Line Changeable Message Sign Without Telecommunications 0910-0001 Each 2.000 01 n c1, p8 Junction Boxes j.b.-1 0910-0005 Each 7.000 01 n c1, p8 Junction Boxes j.b.-12 0910-0154 Each 4.000 01 n p8 Pole Foundation, Type Fc 0910-1050 Each 1.000 01 n p8 Aluminum Lighting Pole With 15-Foot Bracket Arm (30-Foot Mounting Height) Type a 0910-1152 Each 4.000 01 n p8 Aluminum Lighting Pole With 20-Foot Bracket Arm (40-Foot Mounting Height) Type s 0910-2014 Each 5.000 01 n p8 20-Foot Bracket Arm 0910-4115 Linear Foot 198.000 01 n p8 Awg 6 Underground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 2,860.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-4117 Linear Foot 3,130.000 01 n p8 Awg 10 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 1,768.000 01 n c1, p8 2" Direct Burial Conduit 0910-5500 Each 1,498.000 01 n c1, p8 Buried Cable And Conduit Marker 0910-6000 Linear Foot 1,498.000 01 n c1, p8 Trench 0910-7020 Each 2.000 01 n p8 Complete Power Supply System 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 0930-0004 Square Foot 405.000 01 n r Post Mounted Signs, Type a 0930-0101 Pound 2,192.000 01 n r Steel s Or w Beam Posts 0931-0001 Square Foot 350.000 01 n r Post Mounted Signs, Type b 0932-0001 Square Foot 20.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 558.000 01 n r Post Mounted Signs, Type f 0936-0001 Square Foot 147.000 04 n r Structure Mounted Extruded Aluminum Channel Signs 0936-0010 Square Foot 181.000 01 n r Structure Mounted Flat Sheet Aluminum Signs With Stiffeners 0936-0200 Square Foot 45.000 04 n r Structure Mounted Flat Sheet Aluminum Signs 0936-0350 Each 4.000 01 n p3 Led Blank Out Sign 0937-0105 Each 1.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 88.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0214 Each 12.000 06 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0937-0219 Each 12.000 06 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/w) 0937-0312 Each 1.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-2, White Post With White/White Sheeting 0937-0314 Each 12.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0318 Each 2.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-2, Red Post With Red/Yellow Sheeting 0937-0332 Each 120.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0937-0334 Each 3.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0335 Each 4.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Red Sheeting 0937-0337 Each 18.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0941-0001 Each 5.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 14.000 01 n r Reset Post Mounted Signs, Type f 0948-0670 Lump Sum 1.000 04 n r1 Steel Sign Structure - Monopipe 0951-0120 Each 1.000 01 n p Traffic Signal Support, 20` Mast Arm 0951-0130 Each 6.000 01 n p Traffic Signal Support, 30` Mast Arm 0951-0135 Each 6.000 01 n p Traffic Signal Support, 35` Mast Arm 0951-0140 Each 2.000 01 n p Traffic Signal Support, 40` Mast Arm 0951-0142 Each 1.000 01 n p Traffic Signal Support, 42` Mast Arm 0951-0145 Each 2.000 01 n p Traffic Signal Support, 45` Mast Arm 0951-2125 Each 1.000 01 n p Traffic Signal Support, 25` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2130 Each 1.000 01 n p Traffic Signal Support, 30` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2135 Each 1.000 01 n p Traffic Signal Support, 35` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2145 Each 2.000 01 n p Traffic Signal Support, 45` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-4012 Each 1.000 01 n p Traffic Signal Support, 12` Pedestal 0952-1040 Each 4.000 01 n p Nema Ts-2; Type 2 Controller Assembly, Type 1 Mounting 0953-0350 Each 1.000 01 n p Master Controller 0953-0401 Lump Sum 1.000 01 n p Radio Communications System 0954-0012 Linear Foot 1,318.000 01 n p8 2 Inch Conduit 0954-0013 Linear Foot 1,584.000 01 n p8 3 Inch Conduit 0954-0014 Linear Foot 224.000 01 n p8 4 Inch Conduit 0954-0151 Linear Foot 2,030.000 01 n c1, p8 Trench And Backfill, Type i 0954-0152 Linear Foot 206.000 01 n c1, p8 Trench And Backfill, Type Ii 0954-0153 Linear Foot 980.000 01 n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 4,108.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 3,094.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 146.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0302 Each 34.000 01 n p8 Junction Box, Jb-27 0954-0401 Each 1.000 01 n p8 Electrical Service, Type a 0954-0403 Each 3.000 01 n p8 Electrical Service, Type c 0954-0600 Each 4.000 01 n p8 Uninterruptible Power Supply (Ups) 0955-1503 Each 2.000 01 n p Optically Programmed Signal Head, Three 12" Sections 0955-3206 Each 2.000 01 n p Vehicular Signal Head, One 12" Section 0955-3208 Each 28.000 01 n p Vehicular Signal Head, Three 12" Sections 0956-0700 Each 7.000 01 n p Video Detector 4956-0771 Each 4.000 01 n Req p Proj Radar Detection System 4956-0772 Each 4.000 01 n Req p Proj Radar Detection System 0956-0801 Each 4.000 01 n p Optical Preemption System 0960-0021 Linear Foot 282.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0127 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Rr Crossing", 6` - 6", 12` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0960-0222 Each 6.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 9.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0232 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18` - 0" x 5` - 6" 0963-0001 Square Foot 17,394.000 06 n o2, o3 Pavement Marking Removal 0963-0010 Each 8.000 06 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 3,782.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 21,974.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 25,414.000 01 n o 6" White Epoxy Pavement Markings 0964-0006 Linear Foot 2,503.000 01 n o 6" Yellow Epoxy Pavement Markings 0964-0021 Linear Foot 66.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 450.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0224 Each 2.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0971-0001 Each 22.000 01 n r Remove Post Mounted Signs, Type b 1001-1000 Cubic Yard 42.000 02** n s9 Class Aaap Cement Concrete 1001-1080 Cubic Yard 95.000 02** n s2 Class Aa Cement Concrete 1002-0052 Pound 21,330.000 02** n s7 Reinforcement Bars, Epoxy Coated 1002-0142 Each 40.000 02** n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 5003-0002 Each 12.000 02** n Req s2 Proj Dowel Holes, 6" Depth 1003-0005 Each 60.000 02** n s2 Dowel Holes, 12" Depth 1006-1060 Linear Foot 20.000 04 n u1 48" Diameter Drilled Caissons, Shaft Section In Rock 1018-0050 Lump Sum 1.000 02 n t1 Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 03 n t1 Removal Of Portion Of Existing Bridge 1026-0015 Linear Foot 280.000 02** n t6 Neoprene Strip Seal Dam, (3" Movement) 1040-0002 Square Foot 200.000 02** n s9 Concrete Bridge Deck Repair, Type 2 1041-0010 Square Yard 2,820.000 02** n f3, s2 Scarification, 1/4" Depth 1042-0001 Square Yard 2,940.000 02** n s3 Latex Modified Concrete Wearing Surface, 1 1/4" Depth 1201-1300 Each 1.000 01 n p1, p2, p4, p5 Its Device Field Enclosure, Pole Mount 1201-3000 Lump Sum 1.000 01 n p1, p2, p3, p4, p5 Its Device Testing, Complete 1210-0001 Each 1.000 01 n p1 Its Closed Circuit Television, Camera Subsystem, Pole Mount 1210-5000 Each 1.000 01 n p1 Its Closed Circuit Television, Camera Lowering Device, Integral 1210-6800 Each 1.000 01 n p1 Its Closed Circuit Television, Pole, 70-Foot 1210-7200 Each 1.000 01 n p1, u1 Its Closed Circuit Television, Pole Foundation, Caisson, 51-Foot To 70-Foot Pole 1999-9999 Hour 3,000.000 01** n z Std Trainees 8800-0001 Lump Sum 1.000 01 n Yes x Proj Hazleton City Authority Incorporated Work - Waterline Relocation 8800-0002 Lump Sum 1.000 01 n Yes x Proj Can Do Incorporated Work - Waterline Relocation 8800-0003 Lump Sum 1.000 01 n Yes x Proj Can Do Incorporated Work - Sewer Relocation 9000-0001 Each 1.000 01 n p, p1 Proj Cctv Electrical Service From Highway Lighting 9000-0002 Lump Sum 1.000 01 n g Proj Maintainer Pad 9000-0003 Each 1.000 01 n p1 Proj Wireless Video System 9000-0004 Each 3.000 01 n m2 Proj Sediment Storage Dewatering Facility 9000-0005 Linear Foot 515.000 01 n m2 Proj Temporary Sandbag Cofferdam 9000-0006 Dollar 10,000.000 $1.00 $10,000.00 01 y m2 Proj Unforseen Wetland Damage Repair 9000-0007 Square Yard 265.000 01 n m2 Proj Wetland Crossing Wood Matting 9000-0008 Pound 18.000 01 n m3 Proj Seed - Custom Wetland Mixture - Obl-Facw 9000-0009 Pound 30.000 01 n m3 Proj Seed - Tall Native Grass Mixture 9000-0010 Each 3.000 01 n r Proj Wetland Mitigation Sign 9000-0011 Linear Foot 64.000 01 n c1 Proj Temporary Stream Crossing 9000-0012 Each 3.000 01 n c1 Proj Gate, 20` 9000-0013 Each 1.000 01 n c1 Proj Gate, 30` 9000-0014 Lump Sum 1.000 01 n m2 Proj Temporary Diversion Device And Pump Bypass Around In-Channel Work 9000-0015 Linear Foot 179.000 01 n m2 Proj Weighted Sediment Filter Tube 9000-0016 Cubic Yard 4,762.000 01 n m3 Proj Planting Soil Mix 9000-0017 Pound 50.000 01 n m3 Proj Bioretention Area / Basin Bottom Seeding Mixture 9000-0018 Cubic Yard 14.000 01 n m3 Proj Compost 9000-0019 Square Yard 16,872.000 01 n m3 Proj Compost Amended Soil 9000-0020 Cubic Yard 117.000 02** n s3 Proj Latex Modified Concrete Wearing Surface, Variable Depth 9000-0021 Square Yard 2,820.000 02** n s9 Proj Hydrodemolition 9000-0022 Lump Sum 1.000 02 n j2 Proj Remove And Reset Protective Fence 9000-0023 Each 48.000 01 n h Proj Slope Pipe Anchor 9000-0024 Lump Sum 1.000 01 n x Proj As Constructed Survey - Wetland Mitigation 9000-0025 Cubic Yard 9.000 01 n m Proj Custom Boulder 9000-0026 Cubic Yard 372.000 01 n m3 Proj Leaf Compost Mixture 9000-0027 Each 2.000 01 n p Proj Wooden Post, 20` Height 9000-0028 Linear Foot 139.000 01 n p Proj 3 Inch Conduit, Bored 9000-0029 Each 6.000 01 n m2 Proj Rain Garden 9000-0030 Lump Sum 1.000 01 n p Proj Temporary Lighting 9000-0031 Each 6.000 01 n m2 Proj Sediment Cleanout Stake 9000-0032 Each 6.000 01 n x Proj Pre And Post Blast Survey 9000-0033 Pound 30.000 01 n m3 Proj Pollinator Seeding Mixture 9000-0034 Lump Sum 1.000 03 n j2 Proj Remove And Reset Protective Fence 9000-0035 Lump Sum 1.000 01 n m2 Proj Can Do Lot 104 Wetland Mitigation - 9000-0036 Lump Sum 1.000 01 n r Proj Reset Private Sign 9000-0037 Each 5.000 01 n p Proj Remove Existing Luminaire And Pole 9000-0038 Each 6.000 01 n p Proj 110-Watt Light Emitting Diode Luminaire, Arm Mount 9000-0039 Each 4.000 01 n p Proj 140-Watt Light Emitting Diode Luminaire, Arm Mount 9000-0040 Each 1.000 01 n p Proj Complete Power Supply System 9000-0041 Each 6.000 01 n x Proj Railroad Tie Sampling 9000-0042 Dollar 25,000.000 $1.00 $25,000.00 01 y x Proj Unforeseen Environmental Contamination 9000-0043 Ton 10.000 01 n x Proj Disposal Of Non-Hazardous Materials 9000-0044 Hour 60.000 01 n x Proj Environmental Technician 9000-0045 Ton 10.000 01 n x Proj Railroad Tie Disposal 9000-0046 Cubic Yard 10.000 01 n x Proj Encapsulation Soil Excavation 9000-0047 Linear Foot 49.000 01 n c1 Proj Jacked Concrete Pipe 24" 9000-0048 Each 2.000 01 n c1 Proj Jacking Pits And Associated Sheeting, Shoring, And Excavation 9000-0049 Each 1.000 01 n q, r Std Covid-19 Safety Sign

Details

Division 01 - General Requirements, Temporary Construction, Temporary Ramps, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 - Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 - Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 - Thermal and Moisture Protection, Expansion Control.
Division 09 - Finishes, High-Performance Coatings.
Division 10 - Specialties, Signage, Traffic Signage.
Division 26 - Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 - Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 - Transportation, Bridges.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents