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Last Updated | 02/06/2021 02:06 AM |
Project Title | The Grading, Drainage, Construction of A Concrete Box Bridge and Paving on U.S. 127 (S.R. 28) From North of I-40 (L.M. 17.81) to Near Potato Farm Road (L.M. 22.68) |
Physical Address | View project details and contacts |
City, State (County) | TN 38571 (Cumberland 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 | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 105-01 Construction Stakes, Lines And Grades (1) Ls 201-01 Clearing And Grubbing (1) Ls 202-02.20 Removal Of Pipe (Size ,Sta.) 38.000 l.f. 202-04.01 Removal Of Structures (Description, Sta.) (Catch Basins, See Table) (1) Ls 202-04.50 Removal Of Structures (Description, Sta.) (16'x8' Rcb, Sta. 136+27.86) (1) Ls 202-06.01 Removal Of Buildings (Tract No.) (Tract No. 077) (1) Ls 202-06.02 Removal Of Buildings (Tract No.) (Tract No. 085-s) (1) Ls 202-06.03 Removal Of Buildings (Tract No.) (Tract No. 210) (1) Ls 202-06.04 Removal Of Buildings (Tract No.) (Tract No. 211) (1) Ls 202-06.05 Removal Of Buildings (Tract No.) (Tract No. 214) (1) Ls 202-13 Water Well Abandonment 6.000 Each 203-01 Road & Drainage Excavation (Unclassified) 485,689.000 c.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 93,903.000 Ton 203-04 Placing And Spreading Topsoil 9,000.000 c.y. 203-05 Undercutting 7,345.000 c.y. 203-15.03 Compacted Clay 300.000 c.y. 204-08 Foundation Fill Material 34.000 c.y. 204-08.01 Backfill Material (Flowable Fill) 778.000 c.y. 209-02.05 12" Temporary Slope Drain 428.000 l.f. 209-02.07 18" Temporary Slope Drain 742.000 l.f. 209-05 Sediment Removal 5,957.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 65,091.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 18,343.000 l.f. 209-08.07 Rock Check Dam 1,045.000 Each 209-08.08 Enhanced Rock Check Dam 193.000 Each 209-09.01 Sandbags 8,601.000 Bag 209-09.04 Sediment Filter Bag(15' x 10') 12.000 Each 209-09.22 Polyacrylamide Powder 4,951.000 Lb. 209-09.23 Polyacrylamide Liquid 495.000 Gal. 209-09.43 Curb Inlet Protection (Type 4) 87.000 Each 209-11.01 Sediment Basin Riser( ") (48") 1.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 217.000 s.y. 209-40.33 Catch Basin Protection (Type d) 100.000 Each 209-65.03 Temporary Diversion Channel 2,331.000 l.f. 209-65.04 Temporary In Stream Diversion 198.000 l.f. 303-01.01 Granular Backfill (Roadway) 6,356.000 Ton 303-10.01 Mineral Aggregate (Size 57) 369.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 1,299.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 6,438.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 35,853.000 Ton 307-02.02 Asphalt Cement (Pg70-22)(Bpmb-Hm) Grading a-s 982.000 Ton 307-02.03 Aggregate (Bpmb-Hm) Grading a-s Mix 27,072.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 23,489.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 462.000 Ton 402-02 Aggregate For Cover Material (Pc) 1,780.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 153.000 Ton 407-02.13 Removal & Disposal Of Existing Asphalt Pavement 4,352.000 s.y. 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 5,207.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 4,935.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading d 13,777.000 Ton 411-12.02 Scoring Shoulders (Non-Continuous) (16in Width) 11.700 l.m. 604-01.01 Class a Concrete (Roadway) 57.000 c.y. 604-01.02 Steel Bar Reinforcement (Roadway) 11,899.000 Lb. 604-15.01 Portland Cement Grout 10.000 c.y. 606-24.12 Temporary Sheet Piles 16,110.000 s.f. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 8,297.000 l.f. 607-03.05 18" Concrete Pipe Culvert(Class Iv)Jackedin-Place 151.000 l.f. 607-03.30 18" Pipe Culvert 1,747.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 3,333.000 l.f. 607-05.05 24" Concrete Pipe Culvert(Class Iv)Jackedin-Place 193.000 l.f. 607-05.30 24" Pipe Culvert 324.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 2,147.000 l.f. 607-06.05 30" Concrete Pipe Culvert(Class Iv)Jackedin-Place 173.000 l.f. 607-06.30 30" Pipe Culvert 392.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 1,080.000 l.f. 607-07.30 36" Pipe Culvert 138.000 l.f. 607-08.02 42" Concrete Pipe Culvert (Class Iii) 261.000 l.f. 607-09.02 48" Concrete Pipe Culvert (Class Iii) 405.000 l.f. 607-09.30 48" Pipe Culvert 141.000 l.f. 607-37.07 48" Corrugated Metal Pipe Culvert 15.000 l.f. 607-39.02 18" Pipe Culvert (Side Drain) 4,666.000 l.f. 607-39.03 24" Pipe Culvert (Side Drain) 354.000 l.f. 607-39.04 30" Pipe Culvert (Side Drain) 64.000 l.f. 611-01.02 Manholes, > 4' - 8' Depth 2.000 Each 611-01.03 Manholes, > 8' - 12' Depth 2.000 Each 611-01.04 Manholes, > 12' - 16' Depth 1.000 Each 611-02.01 Spring Drain Box, Type 1 3.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 46.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 2,077.000 Lb. 611-07.31 18in Endwall (Side Drain) 296.000 Each 611-07.32 24in Endwall (Side Drain) 22.000 Each 611-07.33 30in Endwall (Side Drain) 2.000 Each 611-07.54 18in Endwall (Cross Drain) 3:1 8.000 Each 611-07.55 18in Endwall (Cross Drain) 4:1 6.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 3.000 Each 611-07.57 24in Endwall (Cross Drain) 3:1 7.000 Each 611-07.59 24in Endwall (Cross Drain) 6:1 1.000 Each 611-07.60 30in Endwall (Cross Drain) 3:1 5.000 Each 611-07.63 36in Endwall (Cross Drain) 3:1 8.000 Each 611-07.64 36in Endwall (Cross Drain) 4:1 1.000 Each 611-07.66 42in Endwall (Cross Drain) 3:1 4.000 Each 611-07.73 18in Endwall (Median Drain) 6.000 Each 611-09.02 Rework Catchbasin 1.000 Each 611-09.03 Capping Existing Catchbasin 1.000 Each 611-12.01 Catch Basins, Type 12, 0' - 4' Depth 35.000 Each 611-12.02 Catch Basins, Type 12, > 4' - 8' Depth 56.000 Each 611-12.03 Catch Basins, Type 12, > 8' - 12' Depth 2.000 Each 611-12.04 Catch Basins, Type 12, > 12' - 16' Depth 3.000 Each 611-12.05 Catch Basins, Type 12, > 16' - 20' Depth 2.000 Each 611-12.06 Catch Basins, Type 12, > 20' - 24' Depth 2.000 Each 611-14.02 Catch Basins, Type 14, > 4' - 8' Depth 4.000 Each 611-14.03 Catch Basins, Type 14, > 8' - 12' Depth 2.000 Each 611-39.01 Catch Basins, Type 39, 0' - 4' Depth 15.000 Each 611-39.02 Catch Basins, Type 39, > 4' - 8' Depth 1.000 Each 611-42.01 Catch Basins, Type 42, 0' - 4' Depth 2.000 Each 611-42.02 Catch Basins, Type 42, > 4' - 8' Depth 3.000 Each 621-03.02 18" Temporary Drainage Pipe 100.000 l.f. 621-03.09 60" Temporary Drainage Pipe 265.000 l.f. 630-11.09 Abandon Existing Septic Tank (1) Ls 701-01.01 Concrete Sidewalk (4 ") 83,618.000 s.f. 701-02 Concrete Driveway 20,742.000 s.f. 701-02.03 Concrete Curb Ramp 2,112.000 s.f. 702-01 Concrete Curb 21.000 c.y. 702-03 Concrete Combined Curb & Gutter 1,344.000 c.y. 705-06.01 w Beam Gr (Type 2) Mash Tl-3 3,536.000 l.f. 705-06.02 w Beam Gr (Type 2) Mash Tl-3 (Long Post) 725.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 3.000 Each 705-06.11 Gr Terminal (In-Inline) Mash Tl-3 23.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 6.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 10.000 Each 705-08.51 Portable Impact Attenuator Nchrp350 Tl-3 905.000 Each 706-01 Guardrail Removed 551.000 l.f. 707-01.11 Chain Link Fence (6 Foot) 550.000 l.f. 707-01.12 End & Corner Post Assembly(Chain-Link Fence 6') 4.000 Each 707-01.13 Gate - Chain-Link Fence-6 Foot (Description) (14' Wide) 1.000 Each 707-08.11 High-Visibility Construction Fence 14,210.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 396.000 Each 709-05.05 Machined Rip-Rap (Class a-3) 2,613.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 6,307.000 Ton 709-05.08 Machined Rip-Rap (Class b) 195.000 Ton 709-05.09 Machined Rip-Rap (Class c) 786.000 Ton 710-02 Aggregate Underdrains (With Pipe) 54,650.000 l.f. 710-05 Lateral Underdrain 8,850.000 l.f. 710-06.15 Lateral Underdrain Endwall (6:1) 131.000 Each 710-09.01 6" Perforated Pipe With Vertical Drain System 175.000 l.f. 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 1.000 l.f. 712-04.02 Flexible Drums (Channelization) 5,700.000 Each 712-04.50 Barrier Rail Delineator 1.000 Each 712-05.01 Warning Lights (Type a) 758.000 Each 712-06 Signs (Construction) 11,000.000 s.f. 712-07.03 Temporary Barricades (Type Iii) 55.000 l.f. 712-09.01 Removable Pavement Marking Line 132.000 l.f. 713-01.01 Class a Concrete (Foundation For Sign Supports) 28.000 c.y. 713-01.02 Steel Bar Reinforcement(Foundation For Sign Supports) 4,841.000 Lb. 713-02.14 Flexible Delineator (White) 29.000 Each 713-02.15 Flexible Delineator (Yellow) 29.000 Each 713-10.01 Steel Cantilever Sign Structure (Sign No.) (Sign No.) 3.000 Each 713-11.01 "u" Section Steel Posts 295.000 Lb. 713-11.02 Perforated/Knockout Square Tube Post 9,397.000 Lb. 713-11.21 p Post Slip Base 214.000 Each 713-11.22 u Post Slip Base 12.000 Each 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 1,221.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 732.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-16.04 Changeable Message Sign Unit (Descript) (Descript) 4.000 Each 716-01.11 Raised Pvmt Markers (Bi-Directional) (1 Color Lens) 55.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 277.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 320.000 Each 716-01.23 Snowplowable Raised Pavement Markers Bi-Dir)(2 Color) 472.000 Each 716-02.05 Plastic Pavement Marking (Stop Line) 536.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 65.000 Each 716-02.08 Plastic Pavement Marking (8" Dotted Line) 2,827.000 l.f. 716-02.09 Plastic Pavement Marking (Longitudinal Cross-Walk) 604.000 l.f. 716-02.12 Plastic Pavement Marking (8in Line) 1,922.000 l.m. 716-05.01 Painted Pavement Marking (4" Line) 10.000 l.m. 716-05.02 Painted Pavement Marking (8" Barrier Line) 11,000.000 l.f. 716-05.05 Painted Pavement Marking (Stop Line) 905.000 l.f. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 25.536 l.m. 716-12.05 Enhanced Flatline Thermo Pvmt Mrkng (6in Dotted Line) 783.405 l.f. 716-13.01 Spray Thermo Pvmt Mrkng (60 Mil) (4in Line) 7.020 l.m. 716-13.04 Spray Thermo Pvmt Mrkng (60 Mil) (4in Dotted Line) 148.000 l.f. 717-01 Mobilization (1) Ls 730-01.08 School Speed Limit Flashing Signal Installed 2.000 Each 730-05.01 Electrical Service Connection 2.000 Each 730-05.02 Service Cable (2 Conductor, # 8 Awg) 250.000 l.f. 730-12.02 Conduit 2" Diameter (Pvc) 250.000 l.f. 730-23.80 Cantilever Signal Support (1 Arm @ 40') 2.000 Each 740-10.03 Geotextile (Type Iii)(Erosion Control) 15,484.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 75,000.000 s.y. 740-11.01 Temporary Sediment Tube 8in 56.595 l.f. 740-11.02 Temporary Sediment Tube 12in 9,007.383 l.f. 740-11.03 Temporary Sediment Tube 18in 573.545 l.f. 790-98.04 Remove Fiber Optic Cable 1.000 l.f. 797-11.51 Remove Septic System (See Plans) 16.000 Each 801-01 Seeding (With Mulch) 1,550.000 Unit 801-01.02 Crown Vetch Mixture (With Mulch) 1,020.000 Unit 801-01.07 Temporary Seeding (With Mulch) 1,950.000 Unit 801-01.37 Natve Seed Mx Encapsulation & Clear Zone 243.103 Unit 801-01.38 Natve Seed Mx Final Stablizatn Of Slopes 1,019.161 Unit 801-01.65 Temporary Mulch 972.414 Unit 801-02 Seeding (Without Mulch) 777.931 Unit 801-03 Water (Seeding & Sodding) 1,413.291 m.g. 801-08 Fertilizer (Supplemental Application) 5.000 Ton 802-11.44 Ulmus Americana (American Elm 2-5ft Cntnr Grwn) 12.000 Each 802-13.60 Sambucus Canadensis ( Elderberry Sdlng Bare Root) 25.000 Each 803-01 Sodding (New Sod) 131,604.978 s.y. 805-01.02 Turf Reinforcement Mat (Class Ii) 420.128 s.y. 805-01.03 Turf Reinforcement Mat (Class Iii) 36,908.000 s.y. 805-12.02 Erosion Control Blanket (Type Ii) 108,045.964 s.y. 806-02.03 Project Mowing 6.000 Cycl 604-03.01 Class a Concrete (Bridges) 753.000 c.y. 604-03.02 Steel Bar Reinforcement (Bridges) 134,324.000 Lb. 714-12.09 Control Center (_____) (Traffic Controls Box) (1) Ls 730-01.08 School Speed Limit Flashing Signal Installed 2.000 Each 790-01.05 Pole 30ft Class 6 Wood 2.000 Each 790-03.01 Pole 40ft Class 2 Wood 1.000 Each 790-03.03 Pole 40ft Class 4 Wood 38.000 Each 790-04.03 Pole 45ft Class 3 Wood 47.000 Each 790-05.01 Pole 50ft Class 1 Wood 2.000 Each 790-05.02 Pole 50ft Class 2 Wood 1.000 Each 790-05.03 Pole 50ft Class 3 Wood 22.000 Each 790-05.05 Pole 50ft Class 1 Metal 2.000 Each 790-05.08 Pole 50ft Class h2 Metal 18.000 Each 790-06.03 Pole 55ft Class 3 Wood 2.000 Each 790-06.04 Pole 55ft Class 4 Wood 4.000 Each 790-06.08 Pole 55ft Class h2 Metal 1.000 Each 790-20.01 Pole(Specify Pole Length, Class, And Material) (35ft Class 5 Metal) 3.000 Each 790-20.02 Pole(Specify Pole Length, Class, And Material) (40ft Class 5 Metal) 1.000 Each 790-20.03 Pole(Specify Pole Length, Class, And Material) (40ft Class 4 Steel) 5.000 Each 790-20.04 Pole(Specify Pole Length, Class, And Material) (50ft Class h4 Steel) 1.000 Each 790-20.05 Pole(Specify Pole Length, Class, And Material) (50ft Class h2 Steel) 64.000 Each 790-20.06 Pole(Specify Pole Length, Class, And Material) (50ft Class h3 Steel) 11.000 Each 790-20.07 Pole(Specify Pole Length, Class, And Material) (50 Ft Eh9) 2.000 Each 790-20.08 Pole(Specify Pole Length, Class, And Material) (50ft Class h5 Steel) 2.000 Each 790-20.09 Pole (Specify Pole Length, Class, And Material) (55ft Class h2 Steel) 9.000 Each 790-20.10 Pole (Specify Pole Length, Class, And Material) (55ft Class h5 Steel) 16.000 Each 790-20.11 Pole (Specify Pole Length, Class, And Material) (55ft Class h3 Steel) 6.000 Each 790-20.12 Pole (Specify Pole Length, Class, And Material) (60ft Class h5 Steel) 11.000 Each 790-20.13 Pole (Specify Pole Length, Class, And Material) (65ft Class h5 Steel) 1.000 Each 790-20.14 Pole (Specify Pole Length, Class, And Material) (48 Ft Self Supporting) 1.000 Each 790-20.53 6 Ft. Dia Drilled Pier Foundation 1.000 v.f. 790-22.02 1ph Dbl Primary Support 25kv 11.000 Each 790-22.07 1ph Dbl Pts Angle 25kv 6.000 Each 790-22.10 1ph Suspension Angle 25kv 5.000 Each 790-22.11 1ph Dde Angle 25kv 4.000 Each 790-22.12 1ph Dead End Misc 25kv 1.000 Each 790-22.13 1ph Dead End 25kv 27.000 Each 790-22.14 1ph Dead End Tap 25kv 3.000 Each 790-22.15 1ph Dead End Tap w/ Extension 25kv 47.000 Each 790-22.16 1ph Dde Tangent 25kv 40.000 Each 790-22.18 1ph Sgl Dead End Xarm 25kv 5.000 Each 790-24.01 2ph Crossarm Sgl 25kv 1.000 Each 790-24.08 2ph Dead End Crossarm 25kv 5.000 Each 790-24.10 2ph Dde Xarm 25kv 3.000 Each 790-26.01 3ph Crossarm 25kv 2.000 Each 790-26.02 3ph Crossarm Dbl Lrg Cond 25kv 37.000 Each 790-26.03 3ph Crossarm Sgl Lrg Cond 25kv 55.000 Each 790-26.06 3ph Crossarm Sgl Fbrgls Dbl Prim Sup 25kv 4.000 Each 790-26.12 3ph Crossarm Dbl Sm Angle 25kv 1.000 Each 790-26.15 3ph Xarm Dbl 10ft Lrg Cond Sm Angle 25kv 3.000 Each 790-26.26 3ph Crossarm Dead End 25kv 62.000 Each 790-26.27 3ph Crossarm Dbl Dde 25kv 27.000 Each 790-26.28 3ph Dbl 10ft Xarm Dde 25kv 1.000 Each 790-28.02 Dbl Ckt Lrg Cond Const 25kv 11.000 Each 790-28.04 Dbl Ckt Lrg Cond Sm Angle Const 25kv 11.000 Each 790-30.03 Secondary Assemblies Deadend 1.000 Each 790-30.04 Secondary Assemblies Misc 1.000 Each 790-30.06 Secondary Conductor 6 Al Duplex 144.000 l.f. 790-30.07 Secondary Conductor 4 Al Duplex 1,094.000 l.f. 790-30.13 Secondary Conductor 2 Al Triplex 5,193.000 l.f. 790-30.14 Secondary Conductor 1/0 Al Triplex 1,156.000 l.f. 790-31.02 Service Assembly-Pole Type 106.000 Each 790-31.11 Service Conductor 2 Al Triplex 145.000 l.f. 790-32.01 Down Guy - Through Bolt Type 164.000 Each 790-32.02 Down Guy - Through Bolt Type Heavy Duty 365.000 Each 790-32.06 Down Guy - Insulated 24.000 Each 790-32.07 Oh Guy - Through Bolt Type 10.000 Each 790-32.08 Oh Guy - Through Bolt Type Heavy Duty 2.000 Each 790-32.23 Guy Guard 540.000 Each 790-33.17 Rock Anchor Expanding Type 31.000 Each 790-33.18 Rock Anchor Guy Bolt Type 354.000 Each 790-40.02 Oh Cond 2 7/1 Acsr Sparate 386.000 l.f. 790-40.03 Oh Cond 1/0 6/1 Acsr Raven 78,420.000 l.f. 790-40.05 Oh Cond 3/0 6/1 Acsr Pigeon 3,744.000 l.f. 790-40.42 Oh Cond 336.4 19 Aac Tulip 67,100.000 l.f. 790-40.49 Oh Cond 795 37 Aac Arbutus 51,573.000 l.f. 790-41.13 Ug Pri Cond 1/0 Al 25kv 1,520.000 l.f. 790-41.47 Ug Sec Cond 2/0 Al Tplx 150.000 l.f. 790-41.49 Ug Sec Cond 4/0 Al Tplx 445.000 l.f. 790-41.58 Ug Sec Cond 4/0 Al Qplx 331.000 l.f. 790-41.64 Ug Sec Cond Sgl Cond ____ __ __ (#6 Cu) 1,806.000 l.f. 790-43.53 1ph Primary Riser w/ 3in Conduit 1.000 Each 790-43.59 Secondary Riser (Description) (Um5) 16.000 Each 790-43.60 Primary Riser (Description) (3ph Uc2/Uc4) 3.000 Each 790-46.02 1ph Transformer Conv w/Pole Mtd Fuse & La 34.000 Each 790-46.03 1ph Transformer Conv w/Xarm Mtd Fuse & La 44.000 Each 790-47.02 2ph Xfmr Bnk Pole Mtd w/ Fuse/Arresters 3.000 Each 790-49.02 3ph Xfmr Bnk Pole Mtd w/ Fuse/Arresters 1.000 Each 790-52.03 10kva 1ph Oh Xformer 7.2kv 120/240 14.000 Each 790-52.04 15kva 1ph Oh Xformer 7.2kv 120/240 42.000 Each 790-52.06 25kva 1ph Oh Xformer 7.2kv 120/240 18.000 Each 790-52.08 25kva 1ph Oh Xformer 7.2kv Dual Voltage 3.000 Each 790-52.11 50kva 1ph Oh Xformer 7.2kv 120/240 9.000 Each 790-59.03 Cutout Knife Switch-Sngl Loadbreak 25kv 1.000 Each 790-59.04 Hook Stick Swith Line Tension-Sngl 25kv 3.000 Each 790-60.02 1ph Fuse Cutout Brkt Mount 15kv 1.000 Each 790-61.01 1ph Fuse Cutout Xarm Mount 25kv 89.000 Each 790-61.07 2 - 1ph Sectlr Or Recl w/ Bypass Sw 25kv 1.000 Each 790-61.10 3ph Sectlr Or Recl w/ Bypass Sw 25kv 2.000 Each 790-61.11 3ph Sectlr Or Recl w/ Byp Sw Electc 25kv 1.000 Each 790-62.11 3ph Hydr Recl 100a Cont 2000a Int 15kv 1.000 Each 790-62.16 3ph Electr Recl 560acont 12000a Int 15kv 1.000 Each 790-64.01 Sec Mtg 1ph 120/240 Volts 3.000 Each 790-64.10 Sec Mtg 3ph 120/240 Volts (4 Wire ?) 1.000 Each 790-65.06 Lightning Arrester Pole Mtd 18 Kv 80.000 Each 790-65.15 3ph Capacitor Assembly 15kv 1.000 Each 790-69.08 Ground-Ground Rod 224.000 Each 790-69.09 Gnd-Assy Gnd Rod With Aluminum 18.000 Each 790-69.12 Ground Assembly Ground Plate Type 8.000 Each 790-69.21 1-Sgl Phase Recloser 1.000 Each 790-69.32 Arm Pin 91.000 Each 790-70.10 Flood Light 18.000 Each 790-98.01 Remove Wire 213,664.000 l.f. 790-98.02 Remove Poles 277.000 Each 790-98.03 Remove Framing/Associated Apparatus 1,378.000 Each 791-03.01 <2in Hdpe Gas Main 3,040.000 l.f. 791-03.02 2in Hdpe Gas Main 12,944.000 l.f. 791-03.04 4in Hdpe Gas Main 6,828.000 l.f. 791-03.06 8in Hdpe Gas Main 23,736.000 l.f. 791-04.01 Hdd <2in Pe Pipe - Unconsolidated 210.000 l.f. 791-04.02 Hdd 2in Pe Pipe - Unconsolidated 140.000 l.f. 791-04.04 Hdd 4in Pe Pipe - Unconsolidated 140.000 l.f. 791-04.06 Hdd 8in Pe Pipe - Unconsolidated 1.000 l.f. 791-04.10 Hdd <2in Pe Pipe - Rock 700.000 l.f. 791-04.11 Hdd 2in Pe Pipe - Rock 420.000 l.f. 791-04.13 Hdd 4in Pe Pipe - Rock 420.000 l.f. 791-04.15 Hdd 8in Pe Pipe - Rock 1.000 l.f. 791-06.02 Connect To 2in Ex. Pe Main 20.000 Each 791-06.03 Connect To 4in Ex. Pe Main 2.000 Each 791-06.05 Connect To 8in Ex. Pe Main 6.000 Each 791-06.09 Connect To __In Ex. Pe Main (1) 2.000 Each 791-06.30 Connect To __In Ex. Pe Main (3) 1.000 Each 791-07.02 4in Pe Gas Valve Assembly 8.000 Each 791-07.04 8in Pe Gas Valve Assembly 3.000 Each 791-08.02 3/4in Service Assembly 55.000 Each 791-10.01 Retire In Place 3/4in Serv Cut & Plug 1.000 Each 791-10.10 Retire Gas Main (1) Ls 793-01.01 Pole 30ft Class 4 Wood 9.000 Each 793-01.07 Pole 35ft Class 4 Wood 1.000 Each 793-01.12 Pole 40ft Class 4 Wood 4.000 Each 793-01.40 Anchor 3/4in 208.000 Each 793-02.08 Guy Wire 10m Or 3/8in 220.000 Each 793-02.90 Guy Wire (Description) (16m Or 7/16in) 16.000 Each 793-02.92 Overhead Guy Wire (Description) (3/8in) 1.000 Each 793-02.92 Overhead Guy Wire (Description) (5/8in) 6.000 Each 793-02.93 Overhead Guy Wire (Description) (7/16" Ehs Steel) 962.000 l.f. 793-03.01 25 Pair Group Aerial Splice 13,054.000 Each 793-03.03 10m Strand 77,476.000 l.f. 793-03.04 16m Strand 42,204.000 l.f. 793-03.11 25 Pair Cable 3,156.000 l.f. 793-03.12 50 Pair Cable 5,248.000 l.f. 793-03.14 100 Pair Cable 3,438.000 l.f. 793-03.16 200 Paircable 12,638.000 l.f. 793-03.17 300 Pair Cable 8,286.000 l.f. 793-03.19 600 Pair Cable 35,198.000 l.f. 793-03.41 Aerial Cable (Description) 2,394.000 l.f. 793-04.01 Relash/Delash Cable 900.000 l.f. 793-04.02 2 Pair Aerial Drop 12,950.000 l.f. 793-04.06 Ready Access Closure 152.000 Each 793-04.07 Aerial Splice Closure 17.000 Each 793-04.08 Transfer Aerial Cable 7.000 Each 793-04.25 Hot Splice Existing Cables 11,374.000 Each 793-06.02 Pole Mounted Xbox 1.000 Each 793-07.02 24 Fiber(Material Only) 680.000 l.f. 793-07.05 96 Fiber(Material Only) 11,069.000 l.f. 793-07.07 144 Fiber(Material Only) 52,329.000 l.f. 793-07.16 12-96 Fiber(Installation Only) 11,699.000 l.f. 793-07.17 108-144 Fiber(Installation Only) 52,329.000 l.f. 793-07.23 Fiber Optic Maintenance Loop 65.000 Each 793-07.25 Single Fiber Optic Cable Splice 1,440.000 Each 793-07.41 Hot Splice Existing Fiber Cables 560.000 Each 793-09.01 25 Pair Buried Cable 500.000 l.f. 793-09.02 50 Pair Buried Cable 200.000 l.f. 793-09.04 100 Pair Buried Cable 500.000 l.f. 793-09.06 200 Pair Buried Cable 740.000 l.f. 793-11.04 6in Pedestal 1.000 Each 793-11.06 8in Pedestal 1.000 Each 793-11.13 Buried Riser Guard 46.000 Each 793-11.14 2 Pair Buried Drop 640.000 l.f. 793-11.15 5 Pair Buried Drop 3,550.000 l.f. 793-11.23 Handhole 24inx36inx24in 1.000 Each 793-12.02 Rearrangement Existing Cable 50.000 Each 793-12.05 200 Pair Ug Cable 600.000 l.f. 793-12.06 300 Pair Ug Cable 300.000 l.f. 793-12.08 600 Pair Ug Cable 1,000.000 l.f. 793-13.22 3 Duct Formation @ 36in Depth 100.000 l.f. 793-13.32 6 Duct Formation @ 36in Depth 200.000 l.f. 793-15.01 Transfer Cable Attachment 29.000 Each 793-15.02 Transfer Drop Attachment 32.000 Each 793-15.06 Carrier Site Preparation 1.000 Each 793-15.07 Pad Mounted Carrier 1.000 Each 793-16.02 Directional Bore 2in/Flex Sleeve 300.000 l.f. 793-98.01 Remove Aerial Cable And Wire 149,750.000 l.f. 793-98.02 Remove Crossconnect Cabinet 2.000 Each 793-98.04 Remove Poles All Sizes 210.000 Each 793-98.08 Remove Anchor (Any Size) 82.000 Each 793-98.21 Trim Utility Right-Of-Way 12,166.000 l.f. 795-02.01 2in Hdpe Water Line 210.000 l.f. 795-03.02 2in Pvc Water Line 600.000 l.f. 795-03.04 4in Pvc Water Line 4,300.000 l.f. 795-03.05 6in Pvc Water Line 35,250.000 l.f. 795-03.07 10in Pvc Water Line 29,190.000 l.f. 795-03.10 16in Pvc Water Line 320.000 l.f. 795-05.14 Hdd __In Hdpe Casing Pipe-Uncon (2) 420.000 l.f. 795-05.61 Bore/Jack 8in Steel Casing Pipe-Uncon. 50.000 l.f. 795-05.62 Bore/Jack 10in Steel Casing Pipe-Uncon. 686.000 l.f. 795-05.65 Bore/Jack 16in Steel Casing Pipe-Uncon. 650.000 l.f. 795-06.01 Connect To 2in Water Line 3.000 Each 795-06.03 Connect To 4in Water Line 13.000 Each 795-06.04 Connect To 6in Water Line 18.000 Each 795-06.06 Connect To 10in Water Line 3.000 Each 795-06.07 Connect To 12in Water Line 2.000 Each 795-07.01 4in x 4in Tapping Sleeve And Valve 6.000 Each 795-07.03 6in x 6in Tapping Sleeve And Valve 9.000 Each 795-07.10 10in x 10in Tapping Sleeve And Valve 2.000 Each 795-08.01 2in Gate Valve Assembly 2.000 Each 795-08.03 4in Gate Valve Assembly 7.000 Each 795-08.04 6in Gate Valve Assembly 56.000 Each 795-08.06 10in Gate Valve Assembly 36.000 Each 795-09.01 3/4in Water Service Meter Assembly 145.000 Each 795-09.03 1-1/2in Water Service Meter Assembly 1.000 Each 795-09.04 2in Water Service Meter Assembly 1.000 Each 795-09.06 4in Water Service Meter Assembly 2.000 Each 795-09.07 6in Water Service Meter Assembly 1.000 Each 795-09.09 Relocate/Reconnect Service Assembly 26.000 Each 795-09.19 3/4in Pvc Service Pipe 2,570.000 l.f. 795-09.20 1in Pvc Service Pipe 170.000 l.f. 795-09.28 3/4in Copper Service Pipe 80.000 l.f. 795-11.01 Blow-Off Assembly 4.000 Each 795-11.02 Fire Hydrant Assembly 8.000 Each 795-12.01 Remove Fire Hydrant 1.000 Each 795-13.01 Di Fittings 4,000.000 Lb. 795-13.05 Creek Crossing (Description) (#1) (1) Ls 795-13.06 Creek Crossing (Description) (#2) (1) Ls 795-13.07 Creek Crossing (Description) (#3) (1) Ls 795-13.08 Creek Crossing (Description) (#4) (1) Ls 795-13.09 Creek Crossing (Description) (#5) (1) Ls 795-13.10 Creek Crossing (Description) (#6) (1) Ls 795-13.11 Creek Crossing (Description) (#7) (1) Ls 795-13.12 Creek Crossing (Description) (#8) (1) Ls 795-13.13 Creek Crossing (Description) (#9) (1) Ls 795-13.14 Creek Crossing (Description) (#10) (1) Ls 795-13.15 Creek Crossing (Description) (#11) (1) Ls 795-13.16 Creek Crossing (Description) (#12) (1) Ls 795-13.17 Creek Crossing (Description) (#13) (1) Ls 795-13.18 Creek Crossing (Description) (#14) (1) Ls 795-13.19 Creek Crossing (Description) (#15) (1) Ls 795-13.20 Creek Crossing (Description) (#16) (1) Ls 795-14.08 Restore Asphalt 865.000 s.y. 795-14.09 Restore Concrete 65.000 s.y. 795-14.10 Restore Gravel 1,475.000 s.y. 795-15.24 10in Steel Casing Pipe Open Cut Method 1,486.000 l.f. 795-15.25 16in Steel Casing Pipe Open Cut Method 600.000 l.f. 797-03.04 2in Pvc Force Main 610.000 l.f. 797-03.06 4in Pvc Force Main 14,450.000 l.f. 797-06.60 Bore/Jack 8in Steel Casing Pipe-Uncon. 260.000 l.f. 797-06.62 Bore/Jack 12in Steel Casing Pipe-Uncon. 620.000 l.f. 797-06.71 Bore/Jack __In Steel Casing Pipe-Uncon. (4) 160.000 l.f. 797-06.87 Open Cut 8in Steel Casing Pipe 300.000 l.f. 797-06.89 Open Cut 12in Steel Casing Pipe 1,200.000 l.f. 797-06.97 Open Cut __In Steel Casing Pipe (4) 210.000 l.f. 797-08.01 Di Fittings 2,500.000 Lb. 797-09.04 2in Pvc Ball Valve 1.000 Each 797-09.06 4in Plug Valve Assembly 20.000 Each 797-09.26 2in Air/Vac Valve Assembly 14.000 Each 797-10.05 Connect 4in Lateral To Sewer Line 6.000 Each 797-10.14 Connect To 2in Force Main 1.000 Each 797-10.16 Connect To 4in Force Main 13.000 Each 797-11.40 Restore Asphalt 775.000 s.y. 797-11.42 Restore Gravel 532.000 s.y. 797-11.47 Stream Crossing (#) (#1) (1) Ls 797-11.48 Stream Crossing (#) (#2) (1) Ls 203-06 Water 18,430.000 m.g. 303-01 Mineral Aggregate, Type a Base, Grading d 342,239.000 Ton 203-06 Water 16,820.000 m.g. 303-01 Mineral Aggregate, Type a Base, Grading d 251,945.000 Ton 309-01.01 Mineral Aggregate (a-Cbc) 52,375.000 Ton 309-01.02 Portland Cement (a-Cbc) 2,448.000 Ton 309-02 Bituminous Material (a-Cbc) 181.000 Ton |
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