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Last Updated | 09/13/2021 02:56 AM |
Project Title | Grading, Drainage, Construction of Concrete Box Bridges and a Retaining Wall |
Physical Address | View project details and contacts |
City, State (County) | TN (Putnam County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge, 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, construction of concrete box bridges and a retaining wall, signals and paving on S.R. 136 from north of the S.R. 111 interchange to south of the I-40 interchange 105-01 Construction Stakes, Lines and Grades (1) Ls 109-10.01 Trainee 5,240.000 Hour 201-01 Clearing and Grubbing (1) Ls 202-01 Removal of Structures and Obstructions (1) Ls 202-03 Removal of Rigid Pavement, Sidewalk, Etc. 1,080.000 S.y. 202-03.01 Removal of Asphalt Pavement 8,187.000 S.y. 202-04.01 Removal of Structures (Description, Sta.)(65 Lf 4'x4' Conc. Box Culv., Sta. 75+38.)(1) Ls 202-06.01 Removal of Buildings (Tract No.) (Tract No.8)(1) Ls 202-06.02 Removal of Buildings (Tract No.) (Tract No.17)(1) Ls 202-06.03 Removal of Buildings (Tract No.) (Tract No.47)(1) Ls 202-06.04 Removal of Buildings (Tract No.) (Tract No.52)(1) Ls 203-01 Road & Drainage Excavation (Unclassified) 18,574.000 C.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 16,000.000 Ton 203-03 Borrow Excavation (Unclassified) 20,842.000 C.y. 203-05 Undercutting 820.000 C.y. 203-06 Water 5,058.000 M.g. 203-07 Furnishing & Spreading Topsoil 14,582.000 C.y 203-08 Channel Excavation (Unclassified) 2,350.000 C.y. 203-20.01 Channel Substrate 1,450.000 C.y. 204-06.01 Flowable Fill (General) 20.000 C.y. 204-08 Foundation Fill Material 549.000 C.y. 204-08.01 Backfill Material (Flowable Fill) 155.000 C.y. 209-02.05 12" Temporary Slope Drain 57.000 L.f. 209-02.07 18" Temporary Slope Drain 280.000 L.f. 209-03.36 Stream Mitigation-step Pool 49.000 Each 209-03.41 Stream Mitigation - Boulder Riffle 220.000 L.f. 209-03.42 Stream Mitigation - Live Brush Layering 475.000 L.f. 209-03.47 Stream Mitigation - Longitudinal Stone Toe(Descrip)10.000 C.y. 209-05 Sediment Removal 935.000 C.y. 209-08.02 Temporary Silt Fence (With Backing) 42,963.000 L.f. 209-08.07 Rock Check Dam 151.000 Each 209-08.08 Enhanced Rock Check Dam 31.000 Each 209-08.09 Filter Sock Check Dam 40.000 Each 209-09.01 Sandbags 500.000 Bag 209-09.04 Sediment Filter Bag(15' X 10') 2.000 Each 209-09.22 Polyacrylamide Powder 451.000 Lb. 209-09.43 Curb Inlet Protection (Type 4) 130.000 Each 209-10.01 Temporary Dewatering Structure 596.000 C.y. 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 1,250.000 S.y. 209-40.30 Catch Basin Protection (Type a) 7.000 Each 209-40.33 Catch Basin Protection (Type D) 48.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 106.000 Each 209-40.47 Catch Basin Filter Assembly(Type 7) 9.000 Each 209-40.48 Catch Basin Filter Assembly(Type 8) 1.000 Each 209-65.04 Temporary in Stream Diversion 620.000 L.f. 303-01 Mineral Aggregate, Type a Base, Grading D 73,299.000 Ton 303-01.01 Granular Backfill (Roadway) 13,121.000 Ton 303-10.01 Mineral Aggregate (Size 57) 4,203.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-hm)grading A109.000 Ton 307-01.07 Asphalt Concrete Mix (Pg64-22) (Bpmb-hm)grading B-m1,272.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-hm)grading B-m22,252.000 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-hm) Gr. A-s 11,857.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-hm)grading A15,450.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-hm)grading B-m211,761.000 Ton 313-03 Treated Permeable Base 9,051.000 S.y. 402-01 Bituminous Material for Prime Coat (Pc) 154.000 Ton 402-02 Aggregate for Cover Material (Pc) 547.000 Ton 403-01 Bituminous Material for Tack Coat (Tc) 87.000 Ton 411-01.07 Acs Mix (Pg64-22) Grading E Shoulder 450.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading D 2,452.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading D 6,177.000 Ton 415-01.02 Cold Planing Bituminous Pavement 5,574.000 S.y. 501-01.03 Portland Cement Concrete Pavement (Plain)10"9,051.000 S.y. 502-04.01 Sawing Concrete Pavement (Full Depth) 90.000 L.f. 604-02.01 Class a Concrete (Box Bridges) 1,466.500 C.y. 604-02.02 Steel Bar Reinforcement (Box Bridges) 350,362.000 Lb. 604-07.01 Retaining Wall (Description) (Pigeon Roostcreek)1,202.000 S.f. 606-24.13 Temporary Sheet Piles (1) Ls 607-03.02 18" Concrete Pipe Culvert (Class Iii) 11,443.000 L.f. 607-03.05 18" Concrete Pipe Culvert(Class Iv)jackedin-place440.000 L.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 1,874.000 L.f. 607-05.05 24" Concrete Pipe Culvert(Class Iv)jackedin-place250.000 L.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 893.000 L.f. 607-06.05 30" Concrete Pipe Culvert(Class Iv)jackedin-place64.000 L.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 291.000 L.f. 607-07.05 36" Concrete Pipe Culvert(Class Iv)jackedin-place66.000 L.f. 607-08.02 42" Concrete Pipe Culvert (Class Iii) 12.000 L.f. 607-37.02 18" Corrugated Metal Pipe Culvert 300.000 L.f. 607-37.03 24" Corrugated Metal Pipe Culvert 150.000 L.f. 607-39.02 18" Pipe Culvert (Side Drain) 371.000 L.f. 607-39.03 24" Pipe Culvert (Side Drain) 40.000 L.f. 607-39.04 30" Pipe Culvert (Side Drain) 92.000 L.f. 607-50.12 Precast Concrete Box Culvert (Size) (Size) 417.000 L.f. 611-01.02 Manholes, > 4' - 8' Depth 5.000 Each 611-01.03 Manholes, > 8' - 12' Depth 3.000 Each 611-01.20 Adjustment of Existing Manhole 1.000 Each 611-02.02 Spring Drain Box, Type 2a 1.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 29.000 C.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 1,584.000 Lb. 611-07.54 18in Endwall (Cross Drain) 3:1 10.000 Each 611-07.55 18in Endwall (Cross Drain) 4:1 2.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 1.000 Each 611-07.57 24in Endwall (Cross Drain) 3:1 4.000 Each 611-07.60 30in Endwall (Cross Drain) 3:1 4.000 Each 611-07.63 36in Endwall (Cross Drain) 3:1 2.000 Each 611-07.65 36in Endwall (Cross Drain) 6:1 2.000 Each 611-09.04 Catchbasin Retrofit 4.000 Each 611-10.01 Catch Basins, Type 10, 0' - 4' Depth 2.000 Each 611-12.01 Catch Basins, Type 12, 0' - 4' Depth 40.000 Each 611-12.02 Catch Basins, Type 12, > 4' - 8' Depth 55.000 Each 611-12.03 Catch Basins, Type 12, > 8' - 12' Depth 8.000 Each 611-12.04 Catch Basins, Type 12, > 12' - 16' Depth 2.000 Each 611-14.01 Catch Basins, Type 14, 0' - 4' Depth 1.000 Each 611-14.02 Catch Basins, Type 14, > 4' - 8' Depth 8.000 Each 611-16.02 Catch Basins, Type 16, > 4' - 8' Depth 1.000 Each 611-42.01 Catch Basins, Type 42, 0' - 4' Depth 7.000 Each 611-42.02 Catch Basins, Type 42, > 4' - 8' Depth 5.000 Each 611-42.03 Catch Basins, Type 42, > 8' - 12' Depth 1.000 Each 701-01.01 Concrete Sidewalk (4 ") 97,175.000 S.f. 701-02 Concrete Driveway 888.000 S.f. 701-02.03 Concrete Curb Ramp 3,151.000 S.f. 702-01.02 Concrete Curb 250.000 L.f. 702-03 Concrete Combined Curb & Gutter 1,628.000 C.y. 705-06.01 W Beam Gr (Type 2) Mash Tl-3 2,262.000 L.f. 705-06.02 W Beam Gr (Type 2) Mash Tl-3 (Long Post) 1,147.000 L.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 3.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 5.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 4.000 Each 705-20.25 Temporary Crash Cushion (Mash Tl-3) 76.000 Each 706-01 Guardrail Removed 2,361.000 L.f. 707-03.01 Stock Fence 1,821.000 L.f. 707-03.02 End, Braced Line, Corner Postassembly(Stock Fence)13.000 Each 707-08.11 High-visibility Construction Fence 3,648.000 L.f. 708-02.01 Markers (Concrete R.o.w. Posts) 64.000 Each 709-05.06 Machined Rip-rap (Class a-1) 2,958.000 Ton 709-05.08 Machined Rip-rap (Class B) 2,195.000 Ton 709-05.09 Machined Rip-rap (Class C) 1,610.000 Ton 709-05.81 Rock Riffles (1) Ls 710-02 Aggregate Underdrains (With Pipe) 23,800.000 L.f. 710-05 Lateral Underdrain 184.000 L.f. 710-06.15 Lateral Underdrain Endwall (6:1) 4.000 Each 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 13,605.000 L.f. 712-04.01 Flexible Drums (Channelizing) 350.000 Each 712-04.50 Barrier Rail Delineator 8.000 Each 712-05.01 Warning Lights (Type a) 300.000 Each 712-06 Signs (Construction) 3,060.000 S.f. 712-07.03 Temporary Barricades (Type Iii) 10.000 L.f. 712-08.03 Arrow Board (Type C) 3.000 Each 713-11.01 "U" Section Steel Posts 1,870.000 Lb. 713-11.02 Perforated/knockout Square Tube Post 1,070.000 Lb. 713-11.21 P Post Slip Base 27.000 Each 713-11.22 U Post Slip Base 46.000 Each 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 494.000 S.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 34.000 S.f. 713-15 Removal of Signs, Posts and Footings (1) Ls 713-16.01 Changeable Message Sign Unit 3.000 Each 713-16.20 Signs (Description) (Description) 111.000 Each 714-08.09 Light Standards (Description) (Aluminum,round Tapered, 35' M.h.)12.000 Each 714-08.20 Foundation (Only) for Light Standard 12.000 Each 714-09.09 Luminaires (Description) (T2) 64.000 Each 714-09.10 Luminaires (Description) (T4w) 9.000 Each 714-09.11 Luminaires (Description) (T4ft) 3.000 Each 714-10.01 Overhead Conductors (Gauge & Type) (4awgal Triplex)12,756.000 L.f. 714-25 Electrical Connection 5.000 Each 716-01.05 Temporary Raised Pavement Marker 300.000 Each 716-01.21 Snowplowable Raised Pavement Markers(Bi-dir) (1 Color)343.000 Each 716-01.22 Snowplowable Raised Pavment Markers(Mono-dir)(1 Color)372.000 Each 716-02.04 Plastic Pavement Marking(Channelizationstriping)2,354.000 S.y. 716-02.05 Plastic Pavement Marking (Stop Line) 827.000 L.f. 716-02.06 Plastic Pavement Marking (Turn Lanearrow)58.000 Each 716-02.08 Plastic Pavement Marking (8" Dotted Line) 1,065.000 L.f. 716-02.09 Plastic Pavement Marking (Longitudinalcross-walk)810.000 L.f. 716-02.12 Plastic Pavement Marking (8in Line) 1.000 L.m. 716-03.01 Plastic Word Pavement Marking (Only) 2.000 Each 716-04.01 Plastic Pavement Marking (Straight-turnarrow)3.000 Each 716-04.12 Plastic Pavement Marking (Yield Line) 36.000 S.f. 716-05.01 Painted Pavement Marking (4" Line) 10.000 L.m. 716-05.02 Painted Pavement Marking (8" Barrier Line) 12,000.000 L.f. 716-05.04 Painted Pavement Marking (Channelizationstriping)25.000 S.y. 716-05.05 Painted Pavement Marking (Stop Line) 250.000 L.f. 716-05.06 Painted Pavement Marking (Turn Lanearrow)20.000 Each 716-05.21 Painted Pavement Marking(4"Dotted Line) 325.000 L.f. 716-13.02 Spray Thermo Pvmt Mrkng (60 Mil) (6in Line) 14.000 L.m. 716-13.05 Spray Thermo Pvmt Mrkng (60 Mil) (6in Dottedline)400.000 L.f. 717-01 Mobilization (1) Ls 730-01.02 Removal of Signal Equipment 4.000 Each 730-01.05 Remove & Relocate School Signalequipment(1) Ls 730-02.09 Signal Head Assembly (130 With Backplate) 26.000 Each 730-02.17 Signal Head Assembly (150 A2h Withbackplate)4.000 Each 730-02.30 Signal Head Assembly (Description) (130 A3with Backplate)6.000 Each 730-03.20 Install Pull Box (Type a) 5.000 Each 730-03.21 Install Pull Box (Type B) 19.000 Each 730-03.23 Install Pull Box (Fiber Optic-type a) 4.000 Each 730-05.01 Electrical Service Connection 1.000 Each 730-08.01 Signal Cable - 3 Conductor 1,515.000 L.f. 730-08.02 Signal Cable - 5 Conductor 2,540.000 L.f. 730-08.03 Signal Cable - 7 Conductor 3,170.000 L.f. 730-08.40 Interconnect Cable - Fiber Optic(Description) (24 Fiber Multi-mode)9,000.000 L.f. 730-11.01 Steel Conduit Riser Assembly 4.000 Each 730-12.01 Conduit 1" Diameter (Pvc) 1,485.000 L.f. 730-12.02 Conduit 2" Diameter (Pvc) 290.000 L.f. 730-12.13 Conduit 2" Diameter (Jack and Bore) 1,840.000 L.f. 730-13.03 Vehicle Detector (4 - Channel, Rack Mount) 6.000 Each 730-13.06 Vehicle Detector (Optically Activatedpriority Control)4.000 Each 730-14.01 Shielded Detector Cable 6,965.000 L.f. 730-14.02 Saw Slot 2,760.000 L.f. 730-14.03 Loop Wire 2,900.000 L.f. 730-15.32 Cabinet (Eight Phase Base Mounted) 4.000 Each 730-15.41 Eight Ph Actuated Controller (Fiber) 4.000 Each 730-23.20 Cantilever Signal Support (Description) (1arm @ 50')2.000 Each 730-23.36 Cantilever Signal Support (Description) (1arm @ 60')2.000 Each 730-23.37 Cantilever Signal Support (Description) (1arm @ 65')2.000 Each 730-23.38 Cantilever Signal Support (Description) (1arm @ 70')2.000 Each 730-23.39 Cantilever Signal Support (Description) (1arm @ 75')1.000 Each 730-23.80 Cantilever Signal Support (1 Arm @ 40') 1.000 Each 730-23.88 Cantilever Signal Support (1 Arm @ 45') 5.000 Each 730-26.11 Countdown Ped Sgnl Head W/audible Pushbutton & 15in Sign12.000 Each 730-40 Temporary Traffic Signal System 4.000 Each 740-10.03 Geotextile (Type Iii)(Erosion Control) 12,973.000 S.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 9,258.000 S.y. 740-11.01 Temporary Sediment Tube 8in 280.000 L.f. 740-11.02 Temporary Sediment Tube 12in 57.000 L.f. 801-01.08 Seeding (Special Mixture) With Mulch 450.000 Unit 801-01.65 Temporary Mulch 1,900.000 Unit 801-02 Seeding (Without Mulch) 508.000 Unit 801-03 Water (Seeding & Sodding) 634.000 M.g. 802-02.30 Cuttings: Salix Nigra (18in-24in Length) 335.000 Each 802-02.31 Cuttings: Salix Sericea (18in-24in) 335.000 Each 802-02.32 Cuttings: Cornus Amomum (18in-24in) 335.000 Each 802-02.33 Cuttings: Sambucus Canadensis (18in-24in) 335.000 Each 802-12.07 Betula Nigra (River Birch Seedlng B.r.) 239.000 Each 802-12.11 Cercis Canadensis (Redbud Seedlng B.r.) 48.000 Each 802-12.19 Liriodendron Tulipifera (Tulip Poplarseedlng B.r.)72.000 Each 802-12.21 Nyssa Sylvatica (Blckgum Seedlng B.r.) 72.000 Each 802-12.22 Ostrya Virginiana (Ironwood Seedlng B.r.) 48.000 Each 802-12.26 Platanus Occidentalis (Sycamore Seedlngb.r.)239.000 Each 802-12.33 Quercus Michauxii (Swmp Chstnt Oakseedlng B.r.)239.000 Each 802-12.38 Quercus Phellos (Willow Oak Seedlng B.r.) 239.000 Each 802-12.51 Cornus Amomum (Silky Dogwood Seedlingb.r.)398.000 Each 802-13.59 Lindera Benzoin (Spicebush Sdlng Bareroot)398.000 Each 802-13.62 Ilex Verticillata (Cmmn Winterberry Sdlngb.r.)398.000 Each 803-01 Sodding (New Sod) 74,000.000 S.y. 805-12.02 Erosion Control Blanket (Type Ii) 29,000.000 S.y. 805-12.08 700 Gram Coir Fiber Erosion Blanket 2,100.000 S.y. 806-02.03 Project Mowing 8.000 Cycl 202-04.50 Removal of Structures (Description, Sta.)(103 Lf 3 X 10'x10' Conc. Box Bridge, Sta. 26+00.)(1) Ls 202-04.51 Removal of Structures (Description, Sta.)(100 Lf 3 X 5'x5' Conc. Box Culv., Sta. 26+67.)(1) Ls 604-02.01 Class a Concrete (Box Bridges) 1,466.500 C.y. 604-02.02 Steel Bar Reinforcement (Box Bridges) 350,362.000 Lb. 790-01.04 Pole 30ft Class 5 Wood 4.000 Each 790-02.04 Pole 35ft Class 5 Wood 3.000 Each 790-03.03 Pole 40ft Class 4 Wood 8.000 Each 790-03.31 Pole 40ft Class 3 Metal 1.000 Each 790-04.03 Pole 45ft Class 3 Wood 5.000 Each 790-05.01 Pole 50ft Class 1 Wood 1.000 Each 790-05.02 Pole 50ft Class 2 Wood 3.000 Each 790-05.05 Pole 50ft Class 1 Metal 7.000 Each 790-05.07 Pole 50ft Class H1 Metal 1.000 Each 790-06.02 Pole 55ft Class 2 Wood 1.000 Each 790-06.05 Pole 55 Ft Class 1 Metal 34.000 Each 790-06.07 Pole 55ft Class H1 Metal 14.000 Each 790-07.01 Pole 60ft Class 1 Wood 1.000 Each 790-07.05 Pole 60ft Class 1 Metal 3.000 Each 790-07.07 Pole 60ft Class H1 Metal 5.000 Each 790-08.14 Pole 65ft Class H1 Metal 1.000 Each 790-08.32 Pole 65ft Class 1 Metal 1.000 Each 790-09.05 Pole 70ft Class H2 Metal 1.000 Each 790-21.01 1ph Sgl Primary Support 15kv 2.000 Each 790-21.05 1ph Dbl Primary Support 15kv 1.000 Each 790-21.07 1ph Primary Lg Angle 15kv 2.000 Each 790-21.08 1ph Deadend 15kv 2.000 Each 790-21.09 1ph Primary Tap 15kv 15.000 Each 790-21.10 1ph Vertical Dde 15kv 1.000 Each 790-23.08 2ph Crossarm Const Deadend (Dbl) 15kv 1.000 Each 790-25.01 3ph Crossarm Sgl 15kv 32.000 Each 790-25.21 3ph Crossarm Deadend Sgl 15kv 2.000 Each 790-25.37 3ph 8ft Fiberglass Crossarm Deadend 15kv 26.000 Each 790-25.39 3ph 8ft Fiberglass Double Deadend 15kv 15.000 Each 790-25.41 3ph Fiberglass 8ft Crossarm Doublesupport10.000 Each 790-25.42 3ph Crossarm Double Small Angle 15kv 2.000 Each 790-25.43 3ph Fiberglass Double 10ft Largeconductor 15kv3.000 Each 790-25.44 3ph Fiberglass Double Deadend 15kv 2.000 Each 790-25.46 3ph Fiberglass With Neutral on Arm 2.000 Each 790-25.62 3ph Fiberglass Deadend Triple Arm 15kv 9.000 Each 790-30.06 Secondary Conductor 6 Al Duplex 800.000 L.f. 790-30.12 Secondary Conductor 4 Al Triplex 120.000 L.f. 790-30.13 Secondary Conductor 2 Al Triplex 120.000 L.f. 790-30.14 Secondary Conductor 1/0 Al Triplex 100.000 L.f. 790-30.22 Secondary Conductor 1/0 Al Qplex 180.000 L.f. 790-31.02 Service Assembly-pole Type 51.000 Each 790-32.01 Down Guy - Through Bolt Type 44.000 Each 790-32.04 Down Guy - Wrap Type 68.000 Each 790-32.07 Oh Guy - Through Bolt Type 11.000 Each 790-32.23 Guy Guard 55.000 Each 790-33.25 Screw Type Anchor 15,000lb 3.000 Each 790-33.26 Screw Type Anchor 28,000lb 37.000 Each 790-33.27 Screw Type Anchor 32,000lb 18.000 Each 790-36.01 Switch-900a-underslung 3.000 Each 790-36.04 Transfer Service 20.000 Each 790-36.06 Transfer Light 11.000 Each 790-36.14 Transfer Conductor 50.000 Each 790-40.42 Oh Cond 336.4 19 Aac Tulip 5,200.000 L.f. 790-40.49 Oh Cond 795 37 Aac Arbutus 45,000.000 L.f. 790-40.81 Overhead Conductor 2 7 Aaac Ames 12,000.000 L.f. 790-41.03 Ug Pri Cond 1/0 Al 15kv 1,000.000 L.f. 790-42.09 3in Dia Pvc Pipe 1,184.000 L.f. 790-42.19 4 Duct Bank @ 36in-48in Depth 296.000 L.f. 790-43.01 Loadbreak Elbow 200a 15kv 6.000 Each 790-43.06 Loadbreak Junction 4 Pt 200a 15kv 3.000 Each 790-43.50 Secondary Riser W/ 2in Conduit 6.000 Each 790-43.57 3ph Primary Riser W/ 3in Conduit 8.000 Each 790-46.01 1ph Transformer 26.000 Each 790-49.02 3ph Xfmr Bnk Pole Mtd W/ Fuse/arresters 7.000 Each 790-58.04 Hook Stick Swith Line Tension, Sngl 15kv 9.000 Each 790-60.01 1ph Fuse Cutout Xarm Mount 15kv 24.000 Each 790-60.14 3ph Sectionalizing Cabinet 15kv 1.000 Each 790-65.04 Lightning Arrester Pole Mtd 9 Kv 16.000 Each 790-65.16 3ph Capacitor Assembly Switched 15kv 1.000 Each 790-69.11 Ground-ground Rod for St Pole 76.000 Each 790-69.12 Ground Assembly Ground Plate Type 18.000 Each 790-69.27 Extension Link - Epoxy -4ft 7.000 Each 790-69.30 Pole Top Pin for St Pole 8.000 Each 790-69.32 Arm Pin 68.000 Each 790-98.01 Remove Wire 80,400.000 L.f. 790-98.02 Remove Poles 108.000 Each 790-98.03 Remove Framing/associated Apparatus 646.000 Each 791-01.02 2in Steel Gas Main 5,010.000 L.f 791-01.04 4in Steel Gas Main 9,115.000 L.f. 791-01.06 8in Steel Gas Main 1,680.000 L.f. 791-04.20 Hdd 2in Steel Pipe - Unconsolidated 830.000 L.f. 791-04.22 Hdd 4in Steel Pipe - Unconsolidated 1,050.000 L.f. 791-04.24 Hdd 8in Steel Pipe - Unconsolidated 450.000 L.f. 791-04.29 Hdd 2in Steel Pipe - Rock 200.000 L.f. 791-04.31 Hdd 4in Steel Pipe - Rock 200.000 L.f. 791-04.33 Hdd 8in Steel Pipe - Rock 100.000 L.f. 791-06.09 Connect to __in Ex. Pe Main (1) 2.000 Each 791-06.10 Connect to 2in Ex. Stl Main 1.000 Each 791-06.17 Connect to __in Ex. Stl Main (1) 4.000 Each 791-06.31 Connect to 2in Ex. Stl Main W/ Stopple 16.000 Each 791-06.32 Connect to 4in Ex. Stl Main W/ Stopple 3.000 Each 791-06.34 Connect to 8in Ex. Stl Main W/ Stopple 2.000 Each 791-06.47 Connect to 3/4in Ex. Pe Main 12.000 Each 791-06.48 Connect to 3/4in Ex. Steel Main 29.000 Each 791-07.09 2in Steel Gas Valve Assembly 12.000 Each 791-07.10 4in Steel Gas Valve Assembly 5.000 Each 791-07.16 in Steel Gas Valve Assembly (1) 4.000 Each 791-07.21 Excess Flow Valve (Efv) 28.000 Each 791-07.25 1in Pe Gas Valve Assembly 4.000 Each 791-08.02 3/4in Service Assembly 23.000 Each 791-08.03 1in Service Assembly 2.000 Each 791-08.07 3/4in Pe Service Pipe 315.000 L.f. 791-08.08 1in Pe Service Pipe 145.000 L.f. 791-08.12 3/4in Steel Service Pipe 315.000 L.f. 791-08.13 1in Steel Service Pipe 90.000 L.f. 791-08.18 Hdd 1in Pe Service Pipe 240.000 L.f. 791-08.22 Hdd 3/4in Steel Service Pipe 190.000 L.f. 791-08.23 Hdd 1in Steel Service Pipe 770.000 L.f. 791-08.41 Gas Main Removal 5,565.000 L.f. 791-09.05 Restore Asphalt 200.000 S.y. 791-09.06 Restore Concrete 200.000 S.y. 791-09.07 Restore Gravel 200.000 S.y. 791-09.09 Regulator Station Tie-in Only 1.000 Each 791-10.01 Retire in Place 3/4in Serv Cut & Plug 41.000 Each 791-10.02 Retire in Place 1in Serv Cut & Plug 6.000 Each 791-10.04 Retire in Place 2in Serv Cut & Plug 9.000 Each 791-10.05 Retire in Place 4in Serv Cut & Plug 7.000 Each 791-10.10 Retire Gas Main (1) Ls 793-01.40 Anchor 3/4in 20.000 Each 793-02.08 Guy Wire 10m or 3/8in 21.000 Each 793-02.92 Overhead Guy Wire (Description) (3/8in) 3.000 Each 793-02.99 Install Guy Guard 20.000 Each 793-03.03 10m Strand 12,706.000 L.f. 793-03.40 Install Strand Bond 57.000 Each 793-04.01 Relash/delash Cable 1,150.000 L.f. 793-04.07 Aerial Splice Closure 25.000 Each 793-07.01 12 Fiber (Material Only) 3,254.000 L.f. 793-07.04 48 Fiber(Material Only) 10,988.000 L.f. 793-07.05 96 Fiber(Material Only) 4,876.000 L.f. 793-07.16 12-96 Fiber(Installation Only) 24,220.000 L.f. 793-07.25 Single Fiber Optic Cable Splice 252.000 Each 793-07.31 Single Fiber Aerial Drop 530.000 L.f. 793-07.41 Hot Splice Existing Fiber Cables 594.000 Each 793-07.51 72 Fiber (Material Only) 5,622.000 L.f. 793-07.91 Rearrange Existing Fiber Storage Bracket 1.000 Each 793-10.02 Buried Cable @ 36in Depth 520.000 L.f. 793-10.08 Buried Cable @___in Depth 650.000 L.f. 793-10.20 Expose Existing Cable/conduit (All Depths) 10.000 L.f. 793-11.13 Buried Riser Guard 7.000 Each 793-11.50 Rearrange Existing Splice Case 1.000 Each 793-15.01 Transfer Cable Attachment 6.000 Each 793-15.02 Transfer Drop Attachment 9.000 Each 793-15.03 Transfer Oh Guy Attachment 1.000 Each 793-98.01 Remove Aerial Cable and Wire 12,112.000 L.f. 793-98.04 Remove Poles All Sizes 6.000 Each 793-98.08 Remove Anchor (Any Size) 18.000 Each 793-98.09 Remove Down Guy 20.000 Each 795-01.01 4in Dip Restrained Joint Water Line 130.000 L.f. 795-01.03 6in Dip Restrained Joint Water Line 860.000 L.f. 795-01.04 6in Dip Slip Joint Water Line 4,340.000 L.f. 795-01.05 8in Dip Restrained Joint Water Line 100.000 L.f. 795-01.06 8in Dip Slip Joint Water Line 1,025.000 L.f. 795-01.07 10in Dip Restrained Joint Water Line 820.000 L.f. 795-01.08 10in Dip Slip Joint Water Line 10,770.000 L.f. 795-01.19 24in Dip Restrained Joint Water Line 110.000 L.f. 795-01.20 24in Dip Slip Joint Water Line 925.000 L.f. 795-02.34 8in Hdpe Water Line (Hdd) 235.000 L.f. 795-03.02 2in Pvc Water Line 410.000 L.f. 795-05.14 Hdd __in Hdpe Casing Pipe-uncon (2) 1,680.000 L.f. 795-05.63 Bore/jack 12in Steel Casing Pipe-uncon. 530.000 L.f. 795-05.66 Bore/jack 18in Steel Casing Pipe-uncon. 650.000 L.f. 795-05.70 Bore/jack 36in Steel Casing Pipe-uncon. 80.000 L.f. 795-06.01 Connect to 2in Water Line 6.000 Each 795-06.02 Connect to 3in Water Line 3.000 Each 795-06.03 Connect to 4in Water Line 3.000 Each 795-06.04 Connect to 6in Water Line 16.000 Each 795-06.05 Connect to 8in Water Line 6.000 Each 795-06.06 Connect to 10in Water Line 3.000 Each 795-06.12 Connect to 24in Water Line 2.000 Each 795-07.10 10in X 10in Tapping Sleeve and Valve 1.000 Each 795-08.01 2in Gate Valve Assembly 4.000 Each 795-08.03 4in Gate Valve Assembly 6.000 Each 795-08.04 6in Gate Valve Assembly 30.000 Each 795-08.05 8in Gate Valve Assembly 10.000 Each 795-08.06 10in Gate Valve Assembly 20.000 Each 795-08.19 24in Butterfly Valve Assembly 2.000 Each 795-08.31 Water Valve Extension Rod 40.000 L.f. 795-09.01 3/4in Water Service Meter Assembly 44.000 Each 795-09.02 1in Water Service Meter Assembly 17.000 Each 795-09.04 2in Water Service Meter Assembly 7.000 Each 795-09.09 Relocate/reconnect Service Assembly 1.000 Each 795-09.22 2in Pvc Service Pipe 150.000 L.f. 795-09.51 Reconnect Service Assembly 82.000 Each 795-09.62 1in Pex Service Pipe 2,520.000 L.f. 795-10.03 1in Auto Air Release Valve Assembly 2.000 Each 795-10.09 4in Auto Air Release Valve Assembly 1.000 Each 795-10.31 2in Blow-off Assembly 2.000 Each 795-11.02 Fire Hydrant Assembly 19.000 Each 795-11.12 Retire in Place Existing Water Main 5,485.000 L.f. 795-12.01 Remove Fire Hydrant 12.000 Each 795-12.02 Removal of Existing Line (1) Ls 795-13.01 Di Fittings 86,000.000 Lb. 795-13.05 Creek Crossing (Description) (# 1) (1) Ls 795-14.01 Class a Concrete 25.000 C.y. 795-14.05 Concrete Encasement 30.000 L.f. 795-14.08 Restore Asphalt 200.000 S.y. 795-14.09 Restore Concrete 100.000 S.y. 795-14.10 Restore Gravel 400.000 S.y 795-15.02 12in Steel Casing Pipe Open Cut Method 160.000 L.f. 795-15.04 18in Steel Casing Pipe Open Cut Method 160.000 L.f. 795-15.11 36in Steel Casing Pipe Open Cut Method 20.000 L.f. 795-21.01 Retire Water Meter Assemblies (1) Ls 795-70.01 Polyethylene Pipe Protect - 8" 200.000 L.f. 795-70.02 Polyethylene Pipe Protect - 12" 4,450.000 L.f. 797-01.18 16in Epoxy Coated Dip Force Main 480.000 L.f. 797-03.08 6in Pvc Force Main 710.000 L.f. 797-05.01 8in Dip Gravity Sewer 0ft-6ft Depth 60.000 L.f. 797-05.02 8in Dip Gravity Sewer 6ft-12ft Depth 250.000 L.f. 797-05.03 8in Dip Gravity Sewer 12ft-18ft Depth 40.000 L.f. 797-05.51 8in Pvc Gravity Sewer 0ft-6ft Depth 760.000 L.f. 797-05.52 8in Pvc Gravity Sewer 6ft-12ft Depth 4,630.000 L.f. 797-05.53 8in Pvc Gravity Sewer 12ft-18ft Depth 1,480.000 L.f. 797-06.62 Bore/jack 12in Steel Casing Pipe-uncon. 120.000 L.f. 797-06.65 Bore/jack 18in Steel Casing Pipe-uncon. 345.000 L.f. 797-06.67 Bore/jack 24in Steel Casing Pipe-uncon. 190.000 L.f. 797-06.91 Open Cut 18in Steel Casing Pipe 230.000 L.f. 797-06.93 Open Cut 24in Steel Casing Pipe 85.000 L.f. 797-07.02 48in Manhole 4ft-6ft Depth 3.000 Each 797-07.03 48in Manhole 6ft-8ft Depth 7.000 Each 797-07.04 48in Manhole 8ft-10ft Depth 12.000 Each 797-07.05 48in Manhole 10ft-12ft Depth 12.000 Each 797-07.06 48in Manhole 12ft-14ft Depth 8.000 Each 797-07.07 48in Manhole 14ft-16ft Depth 2.000 Each 797-07.08 48in Manhole 16ft-20ft Depth 5.000 Each 797-07.18 60in Manhole 14ft-16ft Depth 1.000 Each 797-07.56 Manhole Drop Connection Assembly 1.000 Each 797-07.80 Remove Sewer Manhole 4.000 Each 797-08.01 Di Fittings 5,300.000 Lb. 797-08.02 Pvc Fittings 600.000 Lb. 797-08.04 4in Pvc Pipe for Service Lateral 200.000 L.f. 797-08.05 6in Pvc Pipe for Service Lateral 570.000 L.f. 797-08.08 6in Clean Out Assembly 38.000 Each 797-08.62 6in Gate Valve Assembly 2.000 Each 797-08.67 16in Gate Valve Assembly 2.000 Each 797-10.02 Connect 8in Sewer to Exist. Manhole 5.000 Each 797-10.06 Connect 6in Lateral to Sewer Line 40.000 Each 797-10.09 Connect Ex. 8in Sewer to New Manhole 14.000 Each 797-10.10 Connect Ex.10-18in Sewer to New Manhole 3.000 Each 797-10.17 Connect to 6in Force Main 2.000 Each 797-10.21 Connect to 16in Force Main 2.000 Each 797-11.15 48in Mh Adjustment Increase Height 34.000 V.f. 797-11.20 48in Mh Adjustment Decrease Height 12.000 V.f. 797-11.25 Retirein Place 48in Manhole 32.000 Each 797-11.30 Retirein Place Existing Sewer <8in 600.000 L.f. 797-11.31 Retirein Place Existing Sewer 8in-14in 5,390.000 L.f. 797-11.32 Retirein Place Existing Sewer 15in-24in 100.000 L.f. 797-11.34 Remove Existing Sewer <8in 920.000 L.f. 797-11.35 Remove Existing Sewer 8in-14in 1,505.000 L.f. 797-11.36 Remove Existing Sewer 15in-24in 370.000 L.f. 797-11.38 by-pass Pumping (1) Ls 797-11.40 Restore Asphalt 100.000 S.y. 797-11.41 Restore Concrete 100.000 S.y. 797-11.42 Restore Gravel 200.000 S.y. 797-40.01 Concrete Encasement 120.000 L.f. |
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