Similar Projects
Last Updated | 12/11/2021 03:01 AM |
Project Title | Grading, Drainage, Lighting and Paving |
Physical Address | View project details and contacts |
City, State (County) | TN (Maury County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction, Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The grading, drainage, lighting and paving on a S.I.A. route serving Project Night Sky in Spring Hill. 105-01 Construction Stakes, Lines And Grades (1) Ls 201-01 Clearing And Grubbing (1) Ls 202-02.21 Removal Of Pipe (Description) (12 Inch) 114.000 l.f. 202-02.22 Removal Of Pipe (Description) (30 Inch) 139.000 l.f. 203-01 Road & Drainage Excavation (Unclassified) 264,161.000 c.y. 203-01.29 Rock Excavation 19,000.000 c.y. 203-04 Placing And Spreading Topsoil 12,773.000 c.y. 203-06 Water 624.000 m.g. 203-07 Furnishing & Spreading Topsoil 2,863.000 c.y. 209-02.07 18" Temporary Slope Drain 200.000 l.f. 209-05 Sediment Removal 1,432.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 5,256.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 7,528.000 l.f. 209-08.07 Rock Check Dam 97.000 Each 209-08.08 Enhanced Rock Check Dam 32.000 Each 209-09.03 Sediment Filter Bag (15' x 15') 1.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 200.000 s.y. 209-40.41 Catch Basin Filter Assembly(Type 1) 3.000 Each 209-40.42 Catch Basin Filter Assembly(Type 2) 19.000 Each 209-40.45 Catch Basin Filter Assembly(Type 5) 2.000 Each 209-40.48 Catch Basin Filter Assembly(Type 8) 2.000 Each 209-65.01 Temporary Stream Diversion (Description) (For Str-3 & Str-2) (1) Ls 209-65.03 Temporary Diversion Channel 1,248.000 l.f. 303-01 Mineral Aggregate, Type a Base, Grading d 73,470.127 Ton 303-10.01 Mineral Aggregate (Size 57) 115.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 11,559.905 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 5,764.184 Ton 402-01 Bituminous Material For Prime Coat (Pc) 109.000 Ton 402-02 Aggregate For Cover Material (Pc) 387.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 33.000 Ton 407-20.05 Saw Cutting Asphalt Pavement 185.000 l.f. 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 1,904.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 3,352.601 Ton 607-03.02 18" Concrete Pipe Culvert (Class Iii) 2,953.400 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 142.010 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 305.690 l.f. 607-09.02 48" Concrete Pipe Culvert (Class Iii) 234.000 l.f. 607-12.03 66" Concrete Pipe Culvert (Class Iii) 146.000 l.f. 611-07.01 Class a Concrete (Pipe Endwalls) 24.230 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 322.000 Lb. 611-07.55 18in Endwall (Cross Drain) 4:1 5.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 1.000 Each 611-07.58 24in Endwall (Cross Drain) 4:1 1.000 Each 611-07.59 24in Endwall (Cross Drain) 6:1 2.000 Each 611-07.63 36in Endwall (Cross Drain) 3:1 1.000 Each 611-07.64 36in Endwall (Cross Drain) 4:1 2.000 Each 611-07.65 36in Endwall (Cross Drain) 6:1 1.000 Each 611-07.69 48in Endwall (Cross Drain) 3:1 2.000 Each 209-40.48 Catch Basin Filter Assembly(Type 8) 2.000 Each 209-65.01 Temporary Stream Diversion (Description) (For Str-3 & Str-2) (1) Ls 209-65.03 Temporary Diversion Channel 1,248.000 l.f. 303-01 Mineral Aggregate, Type a Base, Grading d 73,470.127 Ton 303-10.01 Mineral Aggregate (Size 57) 115.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 11,559.905 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 5,764.184 Ton 402-01 Bituminous Material For Prime Coat (Pc) 109.000 Ton 402-02 Aggregate For Cover Material (Pc) 387.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 33.000 Ton 407-20.05 Saw Cutting Asphalt Pavement 185.000 l.f. 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 1,904.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 3,352.601 Ton 607-03.02 18" Concrete Pipe Culvert (Class Iii) 2,953.400 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 142.010 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 305.690 l.f. 607-09.02 48" Concrete Pipe Culvert (Class Iii) 234.000 l.f. 607-12.03 66" Concrete Pipe Culvert (Class Iii) 146.000 l.f. 611-07.01 Class a Concrete (Pipe Endwalls) 24.230 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 322.000 Lb. 611-07.55 18in Endwall (Cross Drain) 4:1 5.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 1.000 Each 611-07.58 24in Endwall (Cross Drain) 4:1 1.000 Each 611-07.59 24in Endwall (Cross Drain) 6:1 2.000 Each 611-07.63 36in Endwall (Cross Drain) 3:1 1.000 Each 611-07.64 36in Endwall (Cross Drain) 4:1 2.000 Each 611-07.65 36in Endwall (Cross Drain) 6:1 1.000 Each 611-07.69 48in Endwall (Cross Drain) 3:1 2.000 Each 714-05.04 Pull Boxes (Type c) 2.000 Each 714-06.07 Cable (1/c # 2 Awg) 32,314.000 l.f. 714-06.08 Cable (Description) (1/c #8 Awg Ground Conductor) 16,157.000 l.f. 714-08.05 Light Standards (Aluminum) 65.000 Each 714-08.20 Foundation (Only) For Light Standard 65.000 Each 714-09.09 Luminaires (Description) (155w Led) 65.000 Each 714-12.01 Control Center (No. 1) (1) Ls 714-12.02 Control Center (No. 2) (1) Ls 714-25.01 Electrical Connection (Description) (To Provider) (1) Ls 716-05.02 Painted Pavement Marking (8" Barrier Line) 3,888.000 l.f. 716-05.05 Painted Pavement Marking (Stop Line) 102.000 l.f. 716-05.06 Painted Pavement Marking (Turn Lane Arrow) 8.000 Each 716-05.09 Painted Pavement Marking(Straight-Turn Arrow) 2.000 Each 716-05.20 Painted Pavement Marking (6" Line) 3.251 l.m. 716-05.51 Painted Pavement Markings(12" Line) 131.000 l.f. 716-08.02 Removal Of Pavement Marking (8" Barrier Line) 3,888.000 l.f. 716-08.04 Removal Of Pavement Marking (Channelization Striping) 182.000 s.y. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 7.000 l.m. 717-01 Mobilization (1) Ls 730-03.21 Install Pull Box (Type b) 4.000 Each 730-12.02 Conduit 2" Diameter (Pvc) 1,692.000 l.f. 740-10.03 Geotextile (Type Iii)(Erosion Control) 4,760.000 s.y. 740-11.04 Temporary Sediment Tube 20in 4,200.000 l.f. 740-11.05 Temporary Sediment Tube 24in 5,700.000 l.f. 801-01 Seeding (With Mulch) 944.000 Unit 801-01.07 Temporary Seeding (With Mulch) 527.000 Unit 801-01.34 Grass Seed Mix (Ripzn/Flpl) 14.000 Unit 801-02 Seeding (Without Mulch) 109.000 Unit 801-03 Water (Seeding & Sodding) 158.000 m.g. 801-07 Seed (Supplemental Application) 1,817.000 Lb. 801-08 Fertilizer (Supplemental Application) 13.000 Ton 803-01 Sodding (New Sod) 256.000 s.y. 805-01.01 Turf Reinforcement Mat (Class i) 170.000 s.y. 805-12.02 Erosion Control Blanket (Type Ii) 12,096.761 s.y. |
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