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Last Updated | 06/19/2020 08:39 AM |
Project Title | Chartiers Creek 12 |
Physical Address | View project details and contacts |
City, State (County) | PA (Washington 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 | $2,500,000 to $4,999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The description and location of the project is as follows- Replacement of the Chartiers Creek #12 Bridge over Canonsburg Lake, with approach roadway work including bituminous pavement, guiderail, signage, pavement markings, causeway widening and other miscellaneous construction, as indicated on the approved drawings included in the bid package. The proposed project is located in North Strabane and Peters Townships, Washington County from approximately Station 4+50 to Station 20+00 along McDowell Lane. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 3,787.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 106.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 321.000 01 n c1, h Class 2 Excavation 0205-0363 Ton 220.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0368 Ton 820.000 01 n c1 Selected Borrow Excavation Rock, Class r-8 0212-0001 Linear Foot 1,205.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 8,146.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 3,360.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0424 Square Yard 4,645.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5" Depth 0350-0106 Square Yard 4,760.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0245 Square Yard 5,664.000 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 0413-2074 Ton 31.000 06 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0003 Square Yard 6,664.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0013 Square Yard 1,019.000 06 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0024 Square Yard 12.000 01 n g Plain Cement Concrete Pavement, 6" Depth 0601-6711 Linear Foot 212.000 01 n h 29" x 45" Elliptical Reinforced Concrete Pipe, Type b Shore/Trench Box Horizontal, 2` - 1.5`, 50 Year Design Life e 0601-7310 Linear Foot 61.000 01 n h 15" Reinforced Concrete Pipe, Type b, 30` - 1.5` Fill o 0601-0352 Linear Foot 61.000 01 n h 15" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-7313 Linear Foot 19.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0353 Linear Foot 19.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-2823 Linear Foot 19.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-7313 Linear Foot 101.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0353 Linear Foot 101.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-7327 Linear Foot 120.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill o 0601-0355 Linear Foot 120.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-7355 Linear Foot 92.000 01 n h 36" Reinforced Concrete Pipe, Type b, 15` - 2` Fill o 0601-0359 Linear Foot 92.000 01 n h 36" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-2849 Linear Foot 92.000 01 n h 36" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage e 0604-7313 Linear Foot 216.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill o 0604-0353 Linear Foot 216.000 01 n h 18" Perforated Thermoplastic Pipe, Group Iiip, 8`-2` Fill o 0604-1463 Linear Foot 216.000 01 n h 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage 4605-2620 Each 1.000 01 n Yes k Proj Type d-w Endwall For Elliptical Pipe 0605-2731 Set 5.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 7.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 7.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 3.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2858 Each 1.000 01 n k Type 5 Inlet Box, Height < /= 10` 4605-3051 Each 2.000 01 n Yes k Proj Type 8 Manhole, Storm Water, Height >5` And < /= 10` With Precast Top Slab 0608-0001 Lump Sum 1.000 04 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 0610-1002 Linear Foot 140.000 01 n h2 8" Pipe Underdrain, Type Ii Backfill 0610-7002 Linear Foot 1,065.000 01 n h2 6" Pavement Base Drain 0612-0001 Linear Foot 110.000 01 n c1, h Subgrade Drains 0615-0022 Linear Foot 70.000 01 n h2 6" Subsurface Drain Outlets 0615-0023 Linear Foot 15.000 01 n h2 8" Subsurface Drain Outlets 0615-0040 Each 4.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 899.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1626 Linear Foot 775.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0688-0002 Lump Sum 1.000 03 n x Microcomputer With Battery Backup System, Type a 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0703-0020 Cubic Yard 1,569.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 1.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 181.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 96.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 29.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0014 Pound 25.000 01 n m3 Seeding - Formula e 0806-0113 Square Yard 115.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0121 Square Yard 121.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0811-0003 Linear Foot 110.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 6.000 01 n c1 Rock Construction Entrance 0850-0031 Cubic Yard 2.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 10.000 01 n c1 Rock, Class r-4 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 0857-0001 Square Yard 195.000 01 n k1, s5 Concrete Block Revetment Systems 0860-0000 Each 15.000 01** n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 6.000 01 n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 1,162.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 200.000 05 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 05 n q, r Additional Traffic Control Signs 0901-0451 Each 2.000 05 n q 3-Line Changeable Message Sign Without Telecommunications 0931-0003 Square Foot 55.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0937-0106 Each 11.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 11.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0339 Each 12.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 4.000 01 n r Reset Post Mounted Signs, Type b 0956-0101 Linear Foot 381.000 06 n p8 Loop Sensor 0960-0021 Linear Foot 25.000 06 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0222 Each 1.000 06 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 1.000 06 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0962-1000 Linear Foot 4,820.000 01** n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 5,142.000 01** n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 6.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type f 1005-1410 Linear Foot 323.000 02 n c6 Mandatory Predrilling For Driven Piles 1005-1480 Each 2.000 02 n x Dynamic Pile Load Test 1006-0010 Linear Foot 38.000 02 n c6 Test Holes 1006-0040 Each 2.000 02 n x Thermal Integrity Profiling 1006-0050 Linear Foot 75.000 02 n x Hq Coring For Anomalies, Caissons 5018-0050 Lump Sum 1.000 02 n Req t1 Proj Removal Of Portion Of Existing Bridge e 8110-0001 Lump Sum 1.000 02 n Yes t Std Bridge Structure, As Designed,l-139 a 1002-0052 Pound 103,094.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0152 Each 20.000 02 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1005-1945 Each 8.000 02 n u Steel Hp14x102 Pile Tip Reinforcement (Normal Duty) a 1005-2845 Linear Foot 278.000 02 n u Steel Hp14x102 Production Pile, Galvanized a 1006-1020 Linear Foot 59.000 02 n u1 54" Diameter Drilled Caissons, Shaft Section In Soil a 1006-1105 Linear Foot 16.000 02 n u1 48" Diameter Drilled Caissons, Rock Socket a 5006-1200 Linear Foot 59.000 02 n Yes u1 Proj 54" Permanent Casing For Drilled Caissons , Galvanized o 8100-0001 Lump Sum 1.000 02 n t Std Steel Bridge Structure 9000-0001 Cubic Yard 77.000 01 n m3 Proj Soil Amendments 9000-0002 Linear Foot 1,815.000 01 n m2 Proj Turbidity Curtain 9000-0003 Linear Foot 45.000 01 n h Proj 15" Temporary Pipe Extension 9000-0004 Ton 10,648.000 01 n c, c1 Proj Rock, Class r-4, Ton 9000-0006 Linear Foot 808.000 01 n f, k Proj Bituminous Concrete Wedge Curb 9000-0007 Lump Sum 1.000 01 n p Proj Retiming Of Existing Traffic Signals During Detour 9000-0008 Lump Sum 1.000 01 n h Proj Concrete Cradle Protection 9000-0010 Dollar 15,000.000 $1.00 $15,000.00 01 y e, f1 Proj Repair Of Access Roads 9000-0011 Dollar 10,000.000 $1.00 $10,000.00 01 y x Proj Bald Eagle Monitoring And Coordination 9000-0012 Pound 1.000 01 n m3 Proj Seeding And Soil Supplements, Formula Facw Meadow Mix, Including Mulch 9000-0013 Lump Sum 1.000 01 n c1 Proj 24 Inch Corrugated Metal Standpipe Sleeve For Utility Pole Installation In Rock Embankment |
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