Similar Projects
| Last Updated | 01/18/2019 04:57 AM |
| Project Title | SR 73/662 Corridor Safety |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Berks 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 | $5,000,000 to $49,999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | This is the intersection improvement project of STATE ROUTE 0073, SECTION 05S and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 73, SECTION 05S from approximately 300 feet south of the SR 0073 and SR 0662 intersection at segment 0190 offset 0305 to approximately 800 feet north of the SR 0072 and SR 0662 intersection at segment 0180 offset 1453 and STATE ROUTE 0662, SECTION 05S to approximately 1000 feet north of the SR 0073 and SR 0662 intersection at segment 0210 offset 0195 in BERKS COUNTY, RUSCOMBMANOR TOWNSHIP and for the intersection improvement project of STATE ROUTE 0073, SECTION 05S and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 73, SECTION 05S from approximately 650 feet south of the SR 0073 and SR 0662 intersection at segment 0220 offset 0738 to approximately 1100 feet north of the SR 0073 and SR 0062 intersection at segment 0210 offset 1677 and STATE ROUTE 0662, SECTION 05S from approximately 700 feet south of the SR 0073 and SR 0662 intersection at segment 0190 offset 2855 in BERKS COUNTY, OLEY TOWNSHIP. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Demolition 0202-0002 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 10,418.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 9,618.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 1,866.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 1,799.000 01 n c1, h, s Class 4 Excavation 0205-0200 Cubic Yard 5,305.000 01 n c1 Selected Borrow Excavation 0205-0282 Cubic Yard 244.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 3 4205-0300 Ton 80.000 01 n Yes c1 Proj Selected Borrow Excavation Aashto No 1 0212-0001 Linear Foot 623.000 01 n c3, h, m2 Geotextile, Class 1 0212-0008 Square Yard 27.000 01 n c3, h, m2 Geotextile, Class 3, Type b 0212-0014 Square Yard 280.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0526 Square Yard 19,325.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 6" Depth 0311-0537 Ton 131.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To< 10 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 25,514.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 1,450.000 01 n c, e Subbase (No. 2a) 0411-0582 Square Yard 22,688.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0592 Ton 59.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0411-1595 Ton 121.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0411-6550 Square Yard 19,325.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-6570 Ton 90.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 42,056.000 01 n f4 Bituminous Tack Coat 0491-0012 Square Yard 2,000.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 1,878.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 590.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 2,548.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 4501-0128 Square Yard 702.000 01 n Yes g Proj h.e.s. Plain Cement Concrete Pavement, 8" Depth Decorative 0601-0352 Linear Foot 24.000 01 n h 15" Thermoplastic Pipe, Group Iii, 8'-2' Fill 0601-0353 Linear Foot 10.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill e 0601-0353 Linear Foot 136.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill a 0616-1252 Each 3.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-7313 Linear Foot 136.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill a 0616-1202 Each 3.000 01 n h Concrete End Sections For 18" Pipe o 0601-1683 Linear Foot 136.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2"Corrugations), 14 Gage a 0616-0018 Each 3.000 01 n h Steel End Section, Metallic Coated, 14 Gage For 18" Pipe e 0601-0355 Linear Foot 84.000 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 84.000 01 n h 24" Reinforced Concrete Pipe, Type b, 10' - 2' Fill a 0616-1204 Each 1.000 01 n h Concrete End Sections For 24" Pipe o 0601-1685 Linear Foot 84.000 01 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2"Corrugations), 14 Gage a 0616-0020 Each 1.000 01 n h Steel End Section, Metallic Coated, 14 Gage For 24" Pipe e 0601-0550 Linear Foot 960.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12'-2' Fill, 100 Year Design Life o 0601-7014 Linear Foot 960.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Designlife e 0601-0551 Linear Foot 39.000 01 n h 24" Thermoplastic Pipe, Group Vii, 12'-2' Fill, 100 Year Design Life a 0616-1254 Each 1.000 01 n h Thermoplastic End Section For 24" Pipe o 0601-7027 Linear Foot 39.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10' - 2' Fill, 100 Year Designlife a 0616-1204 Each 1.000 01 n h Concrete End Sections For 24" Pipe 0601-5901 Linear Foot 96.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including36" 0601-6728 Linear Foot 51.000 01 n h 24" x 38" Elliptical Reinforced Concrete Pipe, Type b Shore/Trenchbox Horizontal, 3' - 2', 50 Year Design Life e 0601-7014 Linear Foot 174.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Designlife a 0616-1202 Each 2.000 01 n h Concrete End Sections For 18" Pipe o 0601-0550 Linear Foot 174.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12'-2' Fill, 100 Year Design Life a 0616-1252 Each 2.000 01 n h Thermoplastic End Section For 18" Pipe 0601-7027 Linear Foot 96.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10' - 2' Fill, 100 Year Designlife e 0601-7027 Linear Foot 250.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10' - 2' Fill, 100 Year Designlife o 0601-0551 Linear Foot 250.000 01 n h 24" Thermoplastic Pipe, Group Vii, 12'-2' Fill, 100 Year Design Life e 0601-7313 Linear Foot 413.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-0353 Linear Foot 413.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill o 0601-1683 Linear Foot 413.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2"Corrugations), 14 Gage 0601-7319 Linear Foot 8.000 01 n h 21" Reinforced Concrete Pipe, Type b, 10' - 2' Fill 0601-7326 Linear Foot 28.000 01 n h 24" Reinforced Concrete Pipe, Type b, 10' - 2' Fill 0601-7340 Linear Foot 5.000 01 n h 30" Reinforced Concrete Pipe, Type b, 10' - 2' Fill 0601-7354 Linear Foot 6.000 01 n h 36" Reinforced Concrete Pipe, Type b, 10' - 3' Fill 0605-2401 Set 4.000 01 n k Manhole Frame And Cover 0605-2600 Each 2.000 01 n k Type d Endwall 0605-2710 Set 29.000 01 n k Type c Concrete Top Unit And Grate 0605-2730 Set 8.000 01 n k Type m Concrete Top Unit And Grate 0605-2780 Set 2.000 01 n k Type m Frame And Grate 0605-2850 Each 35.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2854 Each 4.000 01 n k Type 4 Inlet Box, Height < /= 10' 0605-3010 Each 3.000 01 n k Type 4 Manhole, Storm Water, Height < /=5' 0605-3020 Each 1.000 01 n k Type 5 Manhole, Storm Water, Height < /=5' 0608-0001 Lump Sum 1.000 04 n x Std 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 0610-1001 Linear Foot 623.000 01 n h2 6" Pipe Underdrain, Type Ii Backfill 0610-7002 Linear Foot 6,497.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 80.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 5.000 01 n h2 Subsurface Drain Outlet Endwall 0616-1203 Each 2.000 01 n h Concrete End Sections For 21" Pipe 0616-1204 Each 1.000 01 n h Concrete End Sections For 24" Pipe 0619-0470 Each 6.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3(Energy Absorbing Terminals, Tangent) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 3,140.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 400.000 01 n j Type 31-s Guide Rail 0620-1660 Each 2.000 01 n j Type 31-Strong Post Anchor Terminal 0630-0001 Linear Foot 849.000 01 n k Plain Cement Concrete Curb 0633-0200 Linear Foot 3,370.000 01 n k Plain Concrete Mountable Curb, Type a 0633-0230 Linear Foot 598.000 01 n k Plain Concrete Mountable Curb, Roundabout Truck Apron Curb 0641-0005 Square Yard 893.000 01 n k Plain Cement Concrete Curb Gutter 0676-0001 Square Yard 24.000 01 n k Cement Concrete Sidewalk 0677-0002 Ton 193.000 01 n c1, e Selected Material Surfacing 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 $1.0000 $1,000.00 01 y x Internal Facilitation e 0695-0004 Square Foot 20.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0003 Square Foot 20.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0002 Square Foot 20.000 01 n k Detectable Warning Surface, Cast Iron 0703-0025 Cubic Yard 25.000 01 n c1, h No. 57 Coarse Aggregat 0803-0001 Cubic Yard 1,784.000 01 n c1, m Placing Stockpiled Topsoil 0803-0002 Cubic Yard 2.000 01 n c1, m Placing Stockpiled Topsoil Mixture 0804-0004 Pound 46.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0011 Pound 257.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 1,461.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0021 Pound 13.000 01 n m3 Seeding And Soil Supplements - Formula w 0805-0022 Ton 28.000 01 n m3 Mulching - Straw 0806-0102 Square Yard 4,633.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product,Type 1c 0806-0103 Square Yard 906.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product,Type 1d 0806-0113 Square Yard 864.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0130 Square Yard 374.000 01 n m2 Temporary Long-Term, Rolled Erosion Control Product, Type 4 0810-0050 Lump Sum 1.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 375.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 5,000.000 $1.0000 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 3.000 01 n c1 Rock Construction Entrance 4850-0024 Square Yard 120.000 01 n Yes c1 Proj Rock, Class r-6 Grouted 0850-0031 Cubic Yard 189.000 01 n c1 Rock, Class r-3 4850-0034 Cubic Yard 123.000 01** n Yes c1 Proj Rock, Class r-6 Choked 0851-0001 Each 2.000 01 n c1 Rock Energy Dissipator 0851-0003 Square Yard 98.000 01 n c1 Rock Apron 0855-0003 Each 4.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 4.000 01 n m2 Replacement Pumped Water Filter Bag 4856-0001 Each 5.000 01 n Req c1 Std Rock Barrier 0860-0000 Each 7.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 18.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0020 Each 7.000 01 n m2 Pipe/Gravel Inlet Protection For Type m Inlet 0861-0001 Cubic Yard 386.000 01 n c1 Cleaning Sedimentation Structures 0867-0012 Linear Foot 5,441.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 370.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 27.000 01 n m2 Compost Filter Sock, 24" Diameter 0871-0001 Each 2.000 01 n c1, h Concrete Anti-Seep Collar 0873-0001 Linear Foot 64.000 01 n c1, h Temporary Baffle Wall 0874-0001 Each 2.000 01 n c1, h Temporary Riser Pipe Assembly 0875-0001 Each 4.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 100.000 05 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 05 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 9,650.000 05 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 7,450.000 05 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 110.000 05 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 05 n q 3-Line Changeable Message Sign Without Telecommunications 0910-0001 Each 12.000 01 n c1, p8 Junction Boxes j.b.-1 0910-0154 Each 8.000 01 n p8 Pole Foundation, Type Fc 0910-0156 Each 2.000 01 n p8 Pole Foundation, Type Fc Modified e 0910-0302 Each 7.000 01 n p8 Steel Lighting Pole With 6-Foot Bracket Arm (35-Foot Mounting Height) Type s o 0910-1102 Each 7.000 01 n p8 Aluminum Lighting Pole With 6-Foot Bracket Arm (35-Foot Mounting Height) Type s e 0910-0310 Each 3.000 01 n p8 Steel Lighting Pole With 15-Foot Bracket Arm (35-Foot Mountingheight) Type s o 0910-1110 Each 3.000 01 n p8 Aluminum Lighting Pole With 15-Foot Bracket Arm (35-Footmounting Height) Type s 0910-4116 Linear Foot 6,000.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 1,600.000 01 n c1, p8 2" Direct Burial Conduit 0910-6000 Linear Foot 1,550.000 01 n c1, p8 Trench 0910-7020 Each 1.000 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 360.000 01 n r Post Mounted Signs, Type a 0930-0101 Pound 2,168.000 01 n r Steel s Or w Beam Posts 0930-0110 Each 16.000 01 n r Breakaway System 0931-0001 Square Foot 396.450 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 127.500 01 n r Post Mounted Signs, Type f 0937-0301 Each 6.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0941-0001 Each 33.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 18.000 01 n r Reset Post Mounted Signs, Type f 0960-0021 Linear Foot 185.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0222 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0960-0257 Linear Foot 140.000 01 n o2 White Hot Thermoplastic Legend, "Yield Line", 24" x 36" Triangle,(Min 4 Triangles Per Line) 0962-1000 Linear Foot 6,500.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 650.000 01 n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 450.000 01 n o 8" White Waterborne Pavement Markings 0962-1003 Linear Foot 125.000 01 n o 12" White Waterborne Pavement Markings 0962-1005 Linear Foot 11,000.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1009 Linear Foot 60.000 01 n o 24" Yellow Waterborne Pavement Markings 0962-1035 Linear Foot 60.000 01 n o3 White Waterborne Pavement Legend, "Yield Line", 24" x 36"Triangle, (Min 4 Triangles Per Line) 0963-0004 Linear Foot 6,900.000 01 n o2, o3 4" Pavement Marking Removal 0971-0001 Each 160.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type f 1001-0020 Cubic Yard 60.000 01 n k Class c Cement Concrete 1018-0001 Lump Sum 1.000 01 n t1 Removal Of Existing Bridge 1999-9999 Hour 1,000.000 01 n z Std Trainees e 8550-0001 Lump Sum 1.000 02 n Yes s4 Proj Precast Reinforced Concrete Arch Culvert, As Designed,s-37307 a 1002-0053 Pound 7,500.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8000-0001 Lump Sum 1.000 02 n s4 Proj Prestressed Concrete Bridge Structure 9000-0003 Each 10.000 01 n p8 Proj Led Luminaire, Arm Mount, Type e 9000-0004 Linear Foot 50.000 01 n c1, p8 Proj 3" Direct Burial Conduit, For Future Use 9000-0005 Each 1.000 01 n r Proj Remove And Reset Historic Marker 9000-0006 Each 2.000 01 n m2 Proj Temporary Stream Diversion System 9000-0007 Each 7.000 01 n r Proj Relocate Mailbox 9000-0008 Each 4.000 01 n m2 Proj Sediment Storage Dewatering Facility 9000-0009 Each 4.000 01 n h Proj Cleanout Stake 9000-0011 Square Yard 1,762.000 01 n m Proj Soil Amendment, 12" Depth 9000-0012 Each 3.000 01 n h2 Proj Control Structure 9000-0013 Each 2.000 01 n h2 Proj Underdrain Clean-Out 9000-0014 Linear Foot 342.000 01 n c3 Proj Temporary Sediment Barrier 9000-0015 Cubic Yard 60.000 01 n c1 Proj Solution Cavity Excavation 9000-0016 Each 1.000 01 n Zz Proj Testing Of Private Water Supplies 9000-0017 Lump Sum 1.000 01 n x Proj Vibration Monitoring 9000-0018 Each 140.000 01 n m Proj Live Stakes, Black Willow (Whips-Salix Nigra) 9000-0019 Each 140.000 01 n m Proj Live Stakes, Red Osier Dogwood (Cornus Sericea) 9000-0020 Each 15.000 01 n m Proj Silver Maple - (5'-6' Ht. b&b) 9000-0021 Each 1.000 01 n x Proj Foundation Inspection 9000-0022 Dollar 20,000.000 $1.0000 $20,000.00 01 y j, j3 Proj Unforeseen Guide Rail Repairs 9000-5000 Each 2.000 01 n x Std Concrete Washout 9000-6174 Dollar 40,000.000 $1.0000 $40,000.00 01 y x Std Superpave Pwt Incentive 9203-0101 Lump Sum 1.000 02 n s5 Std Temporary Excavation Support And Protection System | ||||||
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