Chester Valley Trail Extension - DB Limited To: ADA Ramps, Retaining Walls and Structures

The description and location of the project is as follows: this is a multiuse trail project to construct 3.9 miles of trail that has 2 structure rehabilitations and 2 new structures along with 6 retaining walls that are part of the two new structures and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0000, Section c30, In Montgomery County Upper Merion Township, Bridgeport Borough, and Norristown Borough from approximately South Gulph Road to approximately DeKalb Street at Washington Ave. Design-Build activities are limited to the 2 new structures and 6 new retaining walls design and the ADA curb ramps design. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 9,851.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 400.000 01 n c1 Class 1a Excavation 0203-0004 Cubic Yard 850.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 2,784.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 2,684.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 1,500.000 01 n c1 Foreign Borrow Excavation 0208-0001 Hour 30.000 01 n c Proj Special Rolling 0212-0001 Linear Foot 250.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 7,463.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0322 Square Yard 22,295.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0526 Square Yard 7,213.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 35,029.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0382 Square Yard 22,295.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0582 Square Yard 19,695.000 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 0411-1592 Ton 750.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0411-6550 Square Yard 7,213.000 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 0460-0002 Gallon 2,437.000 01 n f4 Bituminous Tack Coat 0491-0012 Square Yard 12,482.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 4601-0004 Linear Foot 60.000 01 n Yes c1, h Proj Remove Existing Pipe , 18" Rcp 0601-0311 Linear Foot 811.000 01 n h 12" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0601-0313 Linear Foot 61.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-9033 Linear Foot 61.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-9393 Linear Foot 61.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage e 0601-7313 Linear Foot 260.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9033 Linear Foot 260.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-9393 Linear Foot 260.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage e 0601-7326 Linear Foot 180.000 01 n h 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill o 0601-9035 Linear Foot 180.000 01 n h 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-9395 Linear Foot 180.000 01 n h 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage e 0604-7313 Linear Foot 3,075.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill o 0601-9033 Linear Foot 3,075.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-9393 Linear Foot 3,075.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-2843 Linear Foot 3,075.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0605-2620 Each 5.000 01 n k Type d-w Endwall 0605-2711 Set 34.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 5.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 41.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2862 Each 1.000 01 n k Type 6 Inlet Box, Height < /= 10` 0605-3011 Each 5.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 4605-4010 Each 4.000 01 n Req c1, h Proj Remove Existing Inlet 0606-0150 Set 20.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0002 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0609-0083 Lump Sum 1.000 03 n x Cellular Phone 0610-7002 Linear Foot 250.000 01 n h2 6" Pavement Base Drain 0620-0503 Linear Foot 100.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0624-0001 Linear Foot 100.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0300 Each 2.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0400 Each 2.000 01 n j2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0500 Each 2.000 01 n j2 Pull Posts For Type 1 Right-Of-Way Fence 0624-0600 Each 1.000 01 n j2 Line Posts For Type 1 Right-Of-Way Fence 0627-3050 Linear Foot 855.000 04 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 0628-3050 Linear Foot 115.000 04 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 0630-0001 Linear Foot 7,293.000 01 n k Plain Cement Concrete Curb 0633-0200 Linear Foot 710.000 01 n k Plain Concrete Mountable Curb, Type a 0643-0001 Linear Foot 125.000 01 n j1 Temporary Concrete Barrier, Structure Mounted 0676-0001 Square Yard 1,069.000 01 n k Cement Concrete Sidewalk 4676-0001 Square Yard 322.000 01 n Yes k Proj Cement Concrete Sidewalk , 6" Depth 4676-0002 Square Yard 637.000 01 n Yes k Proj Cement Concrete Sidewalk , 10` Joint Spacing 0686-0020 Lump Sum 1.000 02 n x Construction Surveying, Type b 0686-0050 Lump Sum 1.000 02 n x Construction Surveying, Type d 0688-0020 Lump Sum 1.000 01 n x Microcomputer, Type c 0689-0004 Lump Sum 1.000 03 n x Cpm Schedule, Resource Loaded 0690-0002 Dollar 1,000.000 $1.00 $1,000.00 03 y x Semi-Formal Facilitation e 0695-0004 Square Foot 736.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 736.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 736.000 01 n k Detectable Warning Surface, Polymer Concrete 0696-0610 Each 4.000 04 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 04 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 450.000 01 n c1, h No. 1 Coarse Aggregate 0703-0024 Cubic Yard 150.000 01 n c1, h No. 2a Coarse Aggregate 0703-0025 Cubic Yard 2.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 3,020.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 460.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 1,049.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 186.000 01 n m3 Seeding - Formula e 0805-0022 Ton 15.000 01 n m3 Mulching - Straw 0806-0112 Square Yard 12,830.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0113 Square Yard 7,894.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0808-0001 Square Yard 100.000 01 n m Shrub Bed Preparation 0808-3162 Each 5.000 01 n m Red Sunset Red Maple - (2 1/2" Cal. b&b) 0808-3469 Each 6.000 01 n m Autumn Brilliance Serviceberry - (2" Cal. b&b) 0808-3470 Each 6.000 01 n m Yellowwood - (1 1/2" Cal. b&b) 0808-3494 Each 6.000 01 n m Red Flowering Dogwood - (1 1/2" Cal. b&b) 0808-3801 Each 17.000 01 n m White Spruce - (4` Ht. b&b) 0808-3870 Each 18.000 01 n m Douglas Fir - (5` Ht. b&b) 0808-4420 Each 5.000 01 n m American Cranberrybush Viburnum - (18" Ht. b&b) 0810-0052 Each 50.000 01 n a, m1 Selective Tree Removal 0849-0010 Each 15.000 01 n c1 Rock Construction Entrance 0850-0032 Cubic Yard 4.000 01 n c1 Rock, Class r-4 0851-0003 Square Yard 36.000 01 n c1 Rock Apron 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0860-0000 Each 7.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 5.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0010 Each 3.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0860-0012 Each 2.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type c Inlet 0867-0012 Linear Foot 9,391.000 01 n m2 Compost Filter Sock, 12" Diameter 4867-0022 Linear Foot 3,167.000 01 n Yes m2 Proj Compost Filter Sock, 24" Diameter , Double Staked 0901-0001 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0203 Each 2.000 04 n q Arrow Panel 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0901-0450 Each 2.000 04 n q 3-Line Changeable Message Sign With Telecommunications 0901-0702 Each 1.000 01 n p, q Temporary Traffic Signals (Portable Only) 0910-4116 Linear Foot 1,050.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0931-0001 Square Foot 436.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 200.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 278.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0211 Each 20.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0941-0001 Each 11.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 4.000 01 n r Reset Post Mounted Signs, Type f 4951-0130 Each 2.000 01 n Yes p Proj Traffic Signal Support, 30` Mast Arm , Powder Coated 4951-2125 Each 2.000 01 n Yes p Proj Traffic Signal Support, 25` Mast Arm With Luminaire Arm (30` Mounting Height) , Powder Coated 4951-2130 Each 1.000 01 n Yes p Proj Traffic Signal Support, 30` Mast Arm With Luminaire Arm (30` Mounting Height) , Powder Coated 4951-2145 Each 1.000 01 n Yes p Proj Traffic Signal Support, 45` Mast Arm With Luminaire Arm (30` Mounting Height) , Powder Coated 4951-2150 Each 1.000 01 n Yes p Proj Traffic Signal Support, 50` Mast Arm With Luminaire Arm (30` Mounting Height) , Powder Coated 4951-2155 Each 1.000 01 n Yes p Proj Traffic Signal Support, 55` Mast Arm With Luminaire Arm (30` Mounting Height) , Powder Coated 4951-4014 Each 11.000 01 n Yes p Proj Traffic Signal Support, 14` Pedestal , Powder Coated 0951-4022 Each 2.000 01 n p Pedestrian Stub Pole, Type b 0954-0012 Linear Foot 355.000 01 n p8 2 Inch Conduit 0954-0013 Linear Foot 1,205.000 01 n p8 3 Inch Conduit 0954-0151 Linear Foot 514.000 01 n c1, p8 Trench And Backfill, Type i 0954-0152 Linear Foot 365.000 01 n c1, p8 Trench And Backfill, Type Ii 0954-0153 Linear Foot 300.000 01 n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 2,755.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 5,500.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 800.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0302 Each 17.000 01 n p8 Junction Box, Jb-27 0954-0403 Each 4.000 01 n p8 Electrical Service, Type c 0955-3208 Each 21.000 01 n p Vehicular Signal Head, Three 12" Sections 0955-3210 Each 4.000 01 n p Vehicular Signal Head, Five 12" Sections 4955-3722 Each 16.000 01 n Yes p Std Led Countdown Pedestrian Signal Head, Type a , Steady Countdown 4956-0500 Each 16.000 01 n Yes p Std Pedestrian Push Button , Latching Led 0960-0001 Linear Foot 6,464.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 13,990.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 3,624.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 1,382.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 5.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0111 Each 7.000 01 n o2 White Hot Thermoplastic Legend, "x Ing", 8` - 0" 0960-0120 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Speed Hump Symbol", 6` - 0" x 6-0" 4960-0142 Each 7.000 01 n Yes o2 Proj White Hot Thermoplastic Legend, "Ahead", 8` - 0" , Replace With "Trail" 0960-0222 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0257 Linear Foot 100.000 01 n o2 White Hot Thermoplastic Legend, "Yield Line", 24" x 36" Triangle, (Min 4 Triangles Per Line) 0960-0431 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Bicycle With Rider", 6` - 0" x 3` -4" 0960-0432 Each 7.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 6` - 0" x 1` -8" 0962-1000 Linear Foot 13,500.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 100.000 01 n o 6" White Waterborne Pavement Markings 0962-1004 Linear Foot 450.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 16,000.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1009 Linear Foot 400.000 01 n o 24" Yellow Waterborne Pavement Markings 0962-1025 Each 3.000 01 n o3 White Waterborne Pavement Legend, "Only", 8`-0" 0962-1061 Each 1.000 01 n o3 White Waterborne Pavement Legend, "Right Arrow", 12`-0" x 3`-0" 0962-1062 Each 2.000 01 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0963-0001 Square Foot 2,400.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 31,420.000 01 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 200.000 01 n o2, o3 6" Pavement Marking Removal 0963-0010 Each 22.000 01 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 490.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 4,480.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0012 Linear Foot 150.000 01 n o 12" Yellow Epoxy Pavement Markings 0964-0021 Linear Foot 570.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 285.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0101 Each 1.000 01 n o3 White Epoxy Legend, "Only", 8` - 0" 0964-0224 Each 1.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0971-0001 Each 20.000 01 n r Remove Post Mounted Signs, Type b 1002-0052 Pound 46,800.000 12 n s7 Reinforcement Bars, Epoxy Coated 1018-0050 Lump Sum 1.000 12 n t1 Proj Removal Of Portion Of Existing Bridge 1999-9999 Hour 2,000.000 02 n z Std Trainees 8000-0001 Lump Sum 1.000 12 n Yes s2 Proj Construction Of Bridge Modifications, s-38216 8211-0010 Lump Sum 1.000 05 n x Proj Design Of Bridge Structure, l-124d (No As-Designed Foundation Provided For Wingwalls a & d) 8211-0020 Lump Sum 1.000 06 n x Proj Design Of Bridge Structure, l-119d (No As-Designed Foundation Provided) 8213-0030 Lump Sum 1.000 07 n x Proj Design Of Retaining Wall, l-120d (No As-Designed Foundation Provided) 8213-0040 Lump Sum 1.000 08 n x Proj Design Of Retaining Wall, l-121d (No As-Designed Foundation Provided) 8213-0050 Lump Sum 1.000 09 n x Proj Design Of Retaining Wall, l-122d (No As-Designed Foundation Provided) 8213-0060 Lump Sum 1.000 10 n x Proj Design Of Retaining Wall, l-123d (No As-Designed Foundation Provided) 8251-0010 Lump Sum 1.000 05 n s4 Proj Construction Of Bridge Structure, l-124d 8251-0020 Lump Sum 1.000 06 n s4 Proj Construction Of Bridge Structure, l-119d 8256-0330 Lump Sum 1.000 07 n s5 Proj Construction Of Retaining Wall, l-120d 8256-0440 Lump Sum 1.000 08 n s5 Proj Construction Of Retaining Wall, l-121d 8256-0550 Lump Sum 1.000 09 n s5 Proj Construction Of Retaining Wall, l-122d 8256-0660 Lump Sum 1.000 10 n s5 Proj Construction Of Retaining Wall, l-123d 9000-0001 Linear Foot 515.000 11 n j2 Proj Steel Bicycle Railing 9000-0002 Each 5.000 11 n p Proj Relocation Of Existing Light Pole On Bridge Sidewalk 9000-0003 Each 6.000 11 n p Proj Relocation Of Existing Light Pole On Wingwall Sidewalk 9000-0004 Linear Foot 575.000 11 n j2 Proj Pedestrian Railing 9000-0011 Linear Foot 5,230.000 01 n c Proj Sawcut Roadway 9000-0014 Dollar 60,000.000 $1.00 $60,000.00 01 y c Proj Remediation Of Sinkholes 9000-0030 Linear Foot 2,106.000 01 n j Proj Split Rail Fence 9000-0032 Linear Foot 1,316.000 01 n j Proj Ground Mounted Safety Fence 9000-0034 Lump Sum 1.000 01 n e Proj Raised Crosswalk 9000-0040 Square Yard 193.000 01 n k Proj Stamped Concrete Multi-Use Trail 9000-0201 Lump Sum 1.000 01 n c1, h Proj Rain Garden Managed Release Concept (Mrc) #1 9000-0202 Lump Sum 1.000 06 n c1, h Proj Rain Garden Managed Release Concept (Mrc) #2 9000-0203 Lump Sum 1.000 06 n c1, h Proj Rain Garden Managed Release Concept (Mrc) #3 9000-0204 Lump Sum 1.000 06 n c1, h Proj Rain Garden Managed Release Concept (Mrc) #4 9000-0205 Lump Sum 1.000 01 n c1, h Proj Rain Garden Managed Release Concept (Mrc) #5 9000-0206 Lump Sum 1.000 01 n c1, h Proj Rain Garden Managed Release Concept (Mrc) #6 9000-0207 Lump Sum 1.000 01 n c1, h Proj Rain Garden Managed Release Concept (Mrc) #7 9000-0208 Lump Sum 1.000 01 n c1, h Proj Rain Garden Managed Release Concept (Mrc) #8 9000-0209 Lump Sum 1.000 01 n c1, h Proj Rain Garden Managed Release Concept (Mrc) #9 9000-0210 Lump Sum 1.000 01 n c1, h Proj Rain Garden Managed Release Concept (Mrc) #10 9000-0211 Lump Sum 1.000 01 n c1, h Proj Rain Garden Managed Release Concept (Mrc) #11 9000-0240 Each 1.000 01 n h Proj Open Mouth Inlet #804 Top And Riser 9000-0245 Each 1.000 01 n h Proj Open Mouth Inlet #805 Top And Riser 9000-0250 Each 1.000 01 n k Proj Core Hole In Inlet Box, 18" Pvc 9000-0255 Each 1.000 01 n k Proj Core Hole In Inlet Box, 4" Pvc 9000-0260 Each 2.000 01 n k Proj Core Hole In Inlet Box, 18" Rcp 9000-0265 Each 2.000 01 n k Proj Convert Inlet To Manhole 9000-0270 Each 5.000 01 n k Proj Remove Existing Inlet And Pipe 9000-0275 Each 1.000 01 n k Proj Type 4 Manhole With Type 6 Inlet Box 9000-0305 Square Yard 2,332.000 01 n m3 Proj Amended Soils, 8" Depth 9000-0320 Each 5.000 01 n m2 Proj Alternate Type c Inlet Protection 9000-0325 Each 2.000 01 n m2 Proj Alternate Type c Inlet Protection, No Stone Or Pipe 9000-0331 Lump Sum 1.000 01 n c1, h Proj Temporary Mrc #1 Sediment Trap 9000-0332 Lump Sum 1.000 01 n c1, h Proj Temporary Mrc #2 Sediment Trap 9000-0333 Lump Sum 1.000 01 n c1, h Proj Temporary Mrc #3 Sediment Trap 9000-0334 Lump Sum 1.000 01 n c1, h Proj Temporary Mrc #4 Sediment Trap 9000-0335 Lump Sum 1.000 01 n c1, h Proj Temporary Mrc #5 Sediment Trap 9000-0336 Lump Sum 1.000 01 n c1, h Proj Temporary Mrc #6 Sediment Trap 9000-0337 Lump Sum 1.000 01 n c1, h Proj Temporary Mrc #7 Sediment Trap 9000-0338 Lump Sum 1.000 01 n c1, h Proj Temporary Mrc #8 Sediment Trap 9000-0339 Lump Sum 1.000 01 n c1, h Proj Temporary Mrc #9 Sediment Trap 9000-0340 Lump Sum 1.000 01 n c1, h Proj Temporary Mrc #10 Sediment Trap 9000-0341 Lump Sum 1.000 01 n c1, h Proj Temporary Mrc #11 Sediment Trap 9000-0401 Each 6.000 01 n p Proj Led Luminaire, Arm Mount, Painted 250 Watt Equivalent 9000-0402 Each 1.000 01 n p Std Video Detection Systems, Four Cameras 9000-0403 Each 1.000 01 n p Proj Relocate Video Detection Traffic Adaptive System, Four Cameras 9000-0404 Each 1.000 01 n p Proj Relocate Emergency Pre-Emption System, Four Approaches 9000-0405 Each 1.000 01 n p Std Emergency Pre-Emption System, Three Approaches 9000-0406 Each 1.000 01 n p Proj Rapid Rectangular Flashing Beacon System, Bill Smith Boulevard 9000-0407 Each 1.000 01 n p Proj Rapid Rectangular Flashing Beacon System, Saulin Boulevard 9000-0408 Each 1.000 01 n p Proj Rapid Rectangular Flashing Beacon System, Ross Road 9000-0413 Each 1.000 01 n p4 Std Fiber Optic Termination Panel 9000-0414 Each 1.000 01 n p4 Proj Ethernet Switch 9000-0415 Each 1.000 01 n p4 Proj Fiber Optic Cable Connection/ Termination 9000-0416 Each 1.000 01 n p4 Proj 12 Strand Fiber Optic Cable Splice Enclosure 9000-0417 Linear Foot 100.000 01 n p4 Proj Fiber Optic Cable, 12 Strands 9000-0420 Each 1.000 01 n p Proj Controller Assembly, Type 1 Mounting, Dekalb St, Powder Coated 9000-0501 Lump Sum 1.000 04 n q Proj Temporary Signal Revisions, Sr 0202 & Saulin Blvd - Stage 1 9000-0502 Lump Sum 1.000 04 n q Proj Temporary Signal Revisions, Sr 0202 & Saulin Blvd - Stage 2 9000-0503 Lump Sum 1.000 04 n q Proj Temporary Signal Revisions, Sr 0202 & Saulin Blvd - Stage 3 9000-0504 Lump Sum 1.000 04 n q Proj Temporary Signal Revisions, Sr 0202 & Saulin Blvd - Stage 4 9000-0511 Lump Sum 1.000 04 n q Proj Temporary Signal Revisions, Sr 0202 North & Front St. - Stage 1a 9000-0512 Lump Sum 1.000 04 n q Proj Temporary Signal Revisions, Sr 0202 North & Front St. - Stage 1b 9000-0513 Lump Sum 1.000 04 n q Proj Temporary Signal Revisions, Sr 0202 North & Front St. - Stage 2 9000-0516 Each 1.000 01 n p Proj Remove Intersection Signal Equipment, Dekalb Pike & Saulin Blvd 9000-0517 Each 1.000 01 n p Proj Remove Intersection Signal Equipment - Dekalb St & Front St 9000-0521 Linear Foot 27,711.000 01** n q Proj Construction Fence 9000-0522 Linear Foot 1,900.000 04 n q Proj Temporary Chain Link Fence 8` High 9000-0565 Each 8.000 01 n j Proj Collapsible Bollard 9000-0570 Square Foot 21.000 01 n r Proj Special Post Signs 9000-0601 Each 3.000 01 n j2 Proj Trail Vehicular Gate Two (2) Mirrored Posts 9000-0603 Lump Sum 1.000 01 n c1 Proj Relocate Large Rocks 9000-0610 Each 15.000 01 n c1 Proj Utility Test Pit 9000-0630 Each 4.000 01 n p Proj Relocate Existing Light Pole 9000-0640 Each 1.000 01 n h Proj Relocate Fire Hydrant 9000-1104 Each 6.000 02 n x Std Professional Services 9694-6002 Each 44.000 13 n x Std Design Of Concrete Curb Ramps, District 6

Division 31 -	Earthwork, Earthwork Methods.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.