CLINs Base and Option Year SP330010R0018 Attachment I and J.xlsx
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CLINs Pricing Schedules Attachments I J
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Base Year Attachment I
| ATTACHMENT I - SP3300-10-R-0018 | |||
| SCHEDULE B-SCHEDULE OF SUPPLIES/SERVICES | |||
| BASE YEAR CLIN PRICING | |||
| CLIN | Description | Est. | |
| Qty. | Units | Unit | |
| Price | Est. |
Item Cost
| 0001 | Perform Unclassified Excavation, Hauling, Disposal off Depot | 320 | CY | |
| 0002 | Rock Excavation, Hauling, Disposal off Depot | 7 | CY | |
| 0003 | Perform Grading and Compaction of Soil Subgrade | 5,258 | SY | |
| 0004 | Geotextile Filter Fabric | 50 | SY | |
| 0005 | Standard Filter Fabric Fence, 18" Ht. | 900 | LF | |
| 0006 | Reinforced Filter Fabric Fence, 30" Ht. | 100 | LF | |
| 0007 | Excavation of Unsuitable Material Below Grade | 25 | CY | |
| 0008 | Backfill Areas | |||
| AA | Backfill Unsuitable Areas w/ PennDOT 2A Coarse Aggregate (compacted in 6 inch lifts) | 70 | CY | |
| AB | Backfill Areas w/ suitable material | 313 | CY | |
| 0009 | PennDOT No. 2A Coarse Aggregate (Roadway Subbase) | 885 | CY | |
| 0010 | PennDOT No. 2A Coarse Aggregate (Trench Backfill) | 28 | CY | |
| 0011 | Saw Cut Bituminous Pavement, ( 0 to 6 inches deep) | 460 | LF | |
| 0012 | Saw Cut Concrete Curbs, (0 to 8 inches thick) | 10 | LF | |
| 0013 | Saw Cut Concrete Slabs, Reinforced, (0 to 8 inches deep) | 125 | LF | |
| 0014 | Core Hole Saw, Brick / Filled CMU / Concrete Wall | 10 | LF | |
| 0015 | Remove Existing Bituminous Pavement (up to 6 inch depth), haul and dispose off Depot | 436 | SY | |
| 0016 | Tack Coat | 1,964 | SY | |
| 0017 | BCBC Bituminous Pavement - Material Only Price (Material Index Bid (IB)) | 11 | Ton | |
| 0018 | Furnish & Install BCBC Bituminous Pavement (Bituminous Material Not Included) | |||
| AA | Furnish & Install BCBC Bituminous Pavement (Bituminous Material Not Included) (0 to 20 tons) | 11 | Ton | |
| AB | Furnish & Install BCBC Bituminous Pavement (Bituminous Material Not Included) (20 to 100 tons) | 1 | Ton | |
| AC | Furnish & Install BCBC Bituminous Pavement (Bituminous Material Not Included) (Over 100 tons) | 1 | Ton | |
| 0019 | Bituminous Wearing Course, ID-2 Material Only Price (Material Index Bid (IB)) | 166 | Ton | |
| 0020 | Bituminous Wearing Course, ID-2 | |||
| AA | Furnish & Install Bituminous Wearing Course, ID-2, (Bituminous Material Not Included) (0 to 20 tons) | 5 | Ton | |
| AB | Furnish & Install Bituminous Wearing Course, ID-2, (Bituminous Material Not Included) (20 to 100 tons) | 1 | Ton | |
| AC | Furnish & Install Bituminous Wearing Course, ID-2, (Bituminous Material Not Included) (Over 100 tons) | 161 | Ton | |
| 0021 | Bituminous Rejuvenation | |||
| AA | Bituminous Rejuvenation (0 to 1,000 SY) | 1 | SY | |
| AB | Bituminous Rejuvenation (1,000+ SY) | 1 | SY | |
| 0022 | In-Place Recycling of Pavement | 1 | SY | |
| 0023 | Temporary Bituminous Surface, 2" Depth (Cold Patch) | 1.00 | Ton | |
| 0024 | Mill Bituminous Pavement, 1 1/2 Inch Depth, Haul Dispose off Depot | |||
| AA | Mill Bituminous Pavement, 1 1/2 Inch Depth, Haul & Dispose off Depot, ( 0 to 100 SY ) | 14 | SY | |
| AB | Mill Bituminous Pavement, 1 1/2 Inch Depth, Haul & Dispose off Depot, (100 to 1,000 SY) | 1 | SY | |
| AC | Mill Bituminous Pavement, 1 1/2 Inch Depth, Haul & Dispose off Depot, (Over 1,000 SY ) | 1,956 | SY | |
| 0025 | Perform Sealing of Random Cracks (hairline: under 1/4 inch wide) | 2,500 | LF | |
| 0026 | Perform Sealing of Random Cracks (small: 1/4 to 3/4 inch wide) | 2,500 | LF | |
| 0027 | Traffic Zone Paint (4 inch wide) | 40,450 | LF | |
| 0028 | Traffic Zone Paint (6 inch wide) | 700 | LF | |
| 0029 | Traffic Zone Paint (Area Marking) | 200 | SF | |
| 0030 | Thermoplastic Pavement Marking Stripe (4 inch wide) | 1 | LF | |
| 0031 | Thermoplastic Pavement Marking Stripe (6 inch wide) | 240 | LF | |
| 0032 | Thermoplastic Pavement Legend (arrows, letter and numbers) | 200 | SF | |
| 0033 | Remove Existing Pavement Markings (lines) | 1 | LF | |
| 0034 | Remove Existing Pavement Markings (area markings) | 1 | SF | |
| 0035 | New PennDOT Type B Traffic Sign Post | |||
| AA | Channel Bar | 1 | EA | |
| AB | Square Steel | 1 | EA | |
| 0036 | New Traffic Sign | 1 | SF | |
| 0037 | Remove and Reinstall Existing Traffic Sign Post w/ Sign | 1 | EA | |
| 0038 | Install New Type 2S Guide Rail Straight Section Rubbing Rail, incl. Steel Posts @ 6'-3" | 1 | LF | |
| 0039 | Install New Guide Rail End Section | 1 | EA | |
| 0040 | Remove Existing Guide Rail and Install New PennDOT Type 2S Guide Rail | 70 | LF | |
| 0041 | Utility Trench Excav., Hauling, Disposal off Depot, and Backfilling with Suitable Material (0 to 8 foot depth) | 1,368 | CY | |
| 0042 | Flowable Backfill, Complete in Place | 7 | CY | |
| 0043 | Riprap Rock Lining (NCSA Size No. R-3 through R-8) | 1 | CY | |
| 0044 | 12-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 0045 | 15-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 0046 | 18-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 0047 | 21-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 0048 | 24-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 0049 | 30-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 0050 | 36-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 0051 | 8-In. Dia. C900 PVC Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 0052 | 10-In. Dia. C900 PVC Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 0053 | 12-In. Dia. C900 PVC Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 0054 | 12-In. Type S Corrugated PE Storm Pipe (incl. Bedding & Initial Backfill) | 995 | LF | |
| 0055 | 18-In. Type S Corrugated PE Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 0056 | 24-In. Type S Corrugated PE Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 0057 | Connect New Storm Pipe to Existing Pipe w/ Resilient Connector (0" to 12" Dia) | 1 | EA | |
| 0058 | Connect New Storm Pipe to Existing Inlet (0" to 18" Dia) | 1 | EA | |
| 0059 | Connect New Storm Pipe to Existing Inlet (21" to 30" Dia) | 1 | EA | |
| 0060 | Inlet Protection, Including Install, Maint., Removal & Disposal off Depot | 6 | EA | |
| 0061 | Precast PennDOT Standard Inlet Box Base (up to 4 feet deep) | 3 | EA | |
| 0062 | Precast PennDOT Standard Inlet Box Riser(s) > 4 feet deep, (add to Inlet Base) | 3 | VLF | |
| 0063 | Remove Existing Inlet and Install New PennDOT Standard Inlet Box (up to 4 feet deep) | 6 | EA | |
| 0064 | Remove Existing Inlet and Install New PennDOT Standard Inlet Box ( > 4 feet deep) | 1 | VLF | |
| 0065 | Remove Existing Inlet Top & Dispose off Depot | 1 | EA | |
| 0066 | Precast PennDOT Type M Inlet Top (Bicycle Safe) | 9 | EA | |
| 0067 | Precast PennDOT Type S Inlet Top (Bicycle Safe) | 1 | EA | |
| 0068 | Precast PennDOT Type C Inlet Top (Bicycle Safe) | 1 | EA | |
| 0069 | Remove Existing Inlet or Manhole & Dispose of off Depot (up to 4 feet deep) | 45 | CY | |
| 0070 | Remove Existing Inlet or Manhole & Dispose of off Depot (> 4 feet deep) | 1 | CY | |
| 0071 | 6-Inch Pavement Subdrain (incl. Aggregate & Geotextile) | 1,030 | LF | |
| 0072 | Precast 4' I.D. Concrete Manhole (Base & Cone, up to 4 feet deep) | 1 | EA | |
| 0073 | Remove Exist. Manhole and Replace w/ Precast 4' I.D. Concrete Manhole Base & Cone (up to 4 feet deep) | 4 | EA | |
| 0074 | Precast 4' I.D. Concrete Manhole Riser(s), when > 4 feet deep (add to Base & Cone) | 8 | VLF | |
| 0075 | Manhole Frame and Cover, HS-25 Traffic Loading Rated, 30 Inch Diameter | 4 | EA | |
| 0076 | Remove Exist. & Install New Reinforced Plastic Steps in Manhole or Inlet | 1 | EA | |
| 0077 | Raise Manhole Cover Frames or Inlet Top Units Using Precast Grade Rings | 1 | EA | |
| 0078 | Trench Excavation, Backfilling and Compaction for Sanitary Sewers, Length 0 to 20 feet | |||
| AA | Zero to 6 Foot Depth | 1 | LF | |
| AB | 6 Foot 1 Inch to 8 Foot Depths | 1 | LF | |
| AC | 8 Foot 1 Inch to 10 Foot Depths | 1 | LF | |
| AD | 10 Foot 1 Inch to 12 Foot Depths | 1 | LF | |
| 0079 | Trench Excavation, Backfilling and Compaction for Sanitary Sewers, Length 20 to 100 Feet | |||
| AA | Zero to 6 Foot Depths | 1 | LF | |
| AB | 6 Foot 1 Inch to 8 Foot Depths | 1 | LF | |
| AC | 8 Foot 1 Inch to 10 Foot Depths. | 1 | LF | |
| AD | 10 Foot 1 Inch to 12 Foot Depths | 1 | LF | |
| 0080 | Trench Excavation, Backfilling and Compaction for Sanitary Sewers, Length > 100 Feet | |||
| AA | Zero to 6 Foot Depths | 1,350 | LF | |
| AB | 6 Foot 1 Inch to 8 Foot Depths | 1 | LF | |
| AC | 8 Foot 1 Inch to 10 Foot Depths. | 1 | LF | |
| AD | 10 Foot 1 Inch to 12 Foot Depths | 1 | LF | |
| 0081 | 6 Inch Diameter PVC Pipe, SDR 35 (Include bedding & initial backfill) | 240 | LF | |
| 0082 | 8 Inch Diameter PVC Pipe, SDR 35 (Include bedding & initial backfill) | 1,350 | LF | |
| 0083 | Connect New Pipe to Existing Sanitary Manhole, 4 Inch (Watertight per ASTM C 923) | 1 | EA | |
| 0084 | Connect New Pipe to Existing Sanitary Manhole, 6 Inch (Watertight per ASTM C 923) | 1 | EA | |
| 0085 | Connect New Pipe to Existing Sanitary Manhole, 8 Inch (Watertight per ASTM C 923) | 1 | EA | |
| 0086 | PVC Cleanout, Complete: 6-In. Dia. | 5 | EA | |
| 0087 | Cleanout Frame and Cover, Nickel Bronze Top, Extra Heavy Duty | 5 | EA | |
| 0088 | Sanitary Wyes & Street Elbows, Installed | |||
| AA | 8" x 6" Wyes | 5 | EA | |
| AB | 8" x 4" Wyes | 1 | EA | |
| AC | 6" x 6" Wyes | 1 | EA | |
| AD | 6" x 4" Wyes | 1 | EA | |
| AE | 6", 45° or 90° Street Elbow | 5 | EA | |
| AF | 4", 45° or 90° Street Elbow | 1 | EA | |
| 0089 | Sewer Pipeline Repair Couplings, Installed | |||
| AA | 8" Flexible Pipe Coupling w/Shear Rings | 1 | EA | |
| AB | 6" Flexible Pipe Coupling w/Shear Rings | 5 | EA | |
| AC | 4" Flexible Pipe Coupling w/Shear Rings | 1 | EA | |
| AD | 6" PVC Gasketed Coupling | 1 | EA | |
| AE | 4" PVC Gasketed Coupling | 1 | EA | |
| 0090 | Remove Existing Water Line, Dispose of off Depot and Install New 8" DI Water Line (Including Bedding and Initial Backfill) when new pipe is located 2'-6" or less from existing | 1 | LF | |
| 0091 | Remove Existing Water line, Dispose of off Depot and Install New 10" DI Water Line (Including Bedding and Initial Backfill) when new pipe is located 2'-6" or less from existing | 1 | LF | |
| 0092 | 6” DI Water Line (Including Bedding and Initial Backfill) | 1 | LF | |
| 0093 | 8” DI Water Line (Including Bedding and Initial Backfill) | 1 | LF | |
| 0094 | 10” DI Water Line (Including Bedding and Initial Backfill) | 1 | LF | |
| 0095 | Reaction Thrust Backings | 1 | EA | |
| 0096 | Remove Existing Water Pipe and Dispose of off Depot, Including Excavation and Backfill w/ Suitable Excavated Material (When > 2'-6" away from new pipe) | 1 | LF | |
| 0097 | Remove Existing Fire Hydrant and Dispose of off Depot | 1 | EA | |
| 0098 | New Fire Hydrant and Valve Complete | |||
| AA | Hydrant (without Hydrant Extension) | 1 | EA | |
| AB | Hydrant Extension: 6" (add to Hydrant without Extension) | 1 | EA | |
| AC | Hydrant Extension: 12" (add to Hydrant without Extension) | 1 | EA | |
| AD | Hydrant Extension: 18" (add to Hydrant without Extension) | 1 | EA | |
| AE | Hydrant Extension: 24" (add to Hydrant without Extension) | 1 | EA | |
| 0099 | Fire Valve Indicator Post | 1 | EA | |
| 0100 | 6” Gate Valve and Valve Box | 1 | EA | |
| 0101 | 8” Gate Valve and Valve Box | 1 | EA | |
| 0102 | 10” Gate Valve and Valve Box | 1 | EA | |
| 0103 | Ductile Iron Fittings | 1 | LBS | |
| 0104 | Connect New Water Main to Existing Water Main (Wet Tap Connection) | |||
| AA | 6" Wet Tap Connection | 1 | EA | |
| AB | 8" Wet Tap Connection | 1 | EA | |
| AC | 10" Wet Tap Connection | 1 | EA | |
| AD | 12" Wet Tap Connection | 1 | EA | |
| 0105 | Raise/Lower Valve Boxes (not to exceed 3 inch) | 1 | EA | |
| 0106 | Remove & Replace Cast Iron Valve Box (Incl. Excavation) | 3 | EA | |
| 0107 | 2" Water Service Corporation Stop w/ Saddle | 1 | EA | |
| 0108 | 1-1/2" Water Service Corporation Stop w/ Saddle | 1 | EA | |
| 0109 | 3/4" Water Service Corporation Stop | 1 | EA | |
| 0110 | 2" Type K Copper Water Service (Including Bedding & Initial Backfill) | 1 | LF | |
| 0111 | 1-1/2" Type K Copper Water Service (Including Bedding & Initial Backfill) | 1 | LF | |
| 0112 | 3/4" Type K Copper Water Service (Including Bedding & Initial Backfill) | 1 | LF | |
| 0113 | 2" Water Service Stop & Curb Box assembly complete | 1 | EA | |
| 0114 | 1-1/2" Water Service Stop & Curb Box assembly complete | 1 | EA | |
| 0115 | 3/4" Water Service Stop & Curb Box Assembly Complete | 1 | EA | |
| 0116 | Concrete Curb, 6 Inch Reveal | |||
| AA | Concrete Curb, 6 Inch Reveal (0' to 50') | 1 | LF | |
| AB | Concrete Curb, 6 Inch Reveal (50' to 100') | 1 | LF | |
| AC | Concrete Curb, 6 Inch Reveal (100'+) | 1 | LF | |
| 0117 | Concrete Curb Radius, 6 Inch Reveal | 1 | LF | |
| 0118 | Concrete Curb, 12 Inch Reveal | 1 | LF | |
| 0119 | Concrete Curb Radius, 12 Inch Reveal | 1 | LF | |
| 0120 | Concrete Curb, 18 Inch Reveal | |||
| AA | Concrete Curb, 18 Inch Reveal (0' to 50') | 1 | LF | |
| AB | Concrete Curb, 18 Inch Reveal (50' to 100') | 1 | LF | |
| AC | Concrete Curb, 18 Inch Reveal (100'+) | 1 | LF | |
| 0121 | Remove Existing Concrete Curb and Install New Curb | |||
| AA | Remove Existing Concrete Curb and Install New Curb, 6 Inch Reveal | 1 | LF | |
| AB | Remove Existing Concrete Curb and Install New Curb, 12 Inch Reveal | 1 | LF | |
| AC | Remove Existing Concrete Curb and Install New Curb, 18 Inch Reveal | 120 | LF | |
| 0122 | Remove Existing Concrete Curb / Curb & Gutter & Dispose off Depot | |||
| AA | Remove Existing Concrete Curb & Dispose off Depot (6" Reveal) | 1 | LF | |
| AB | Remove Existing Concrete Curb & Dispose off Depot (12" Reveal) | 1 | LF | |
| AC | Remove Existing Concrete Curb & Dispose off Depot (18" Reveal) | 1 | LF | |
| AD | Remove Existing Concrete Curb & Gutter & Dispose off Depot | 1 | LF | |
| 0123 | 6-Inch Thick Concrete Sidewalk including Excavation, Compaction, & Stone Base | |||
| AA | 6-Inch Thick Concrete Sidewalk (0 to 50 SY) | 38 | SY | |
| AB | 6-Inch Thick Concrete Sidewalk (50 to 100 SY) | 1 | SY | |
| AC | 6-Inch Thick Concrete Sidewalk (100+ SY) | 450 | SY | |
| 0124 | Remove Existing Sidewalk & Dispose off Depot | 1 | SY | |
| 0125 | Remove Existing Sidewalk, Dispose off Depot & Install New Sidewalk | 1 | SY | |
| 0126 | Remove Existing Concrete / Reinf. slab up to 8" Thick & Dispose off Depot | 55 | SY | |
| 0127 | Remove Existing Curb/Gutter and Install New Curb/Gutter | |||
| AA | Remove Existing Curb/Gutter and Install New Curb/Gutter (0' to 50') | 1 | LF | |
| AB | Remove Existing Curb/Gutter and Install New Curb/Gutter (50' to 100') | 1 | LF | |
| AC | Remove Existing Curb/Gutter and Install New Curb/Gutter (100'+) | 1 | LF | |
| 0128 | 8-In. Thk. Reinf. Conc. Pavement, 4,000 psi Comp., 650 psi Flex. | |||
| AA | 8-In. Thk. Reinf. Conc. Pavement, 4,000 psi Comp., 650 psi Flex. (0 to 50 SY) | 1 | SY | |
| AB | 8-In. Thk. Reinf. Conc. Pavement, 4,000 psi Comp., 650 psi Flex. (50 to 100 SY) | 1 | SY | |
| AC | 8-In. Thk. Reinf. Conc. Pavement, 4,000 psi Comp., 650 psi Flex. (100+ SY) | 1 | SY | |
| 0129 | Connect to Exist. Conc. Slab: Drill Holes & Grout in #5 Bars | 1 | EA | |
| 0130 | New Fixed Bollards, Complete | 1 | EA | |
| 0131 | Topsoil Stripping, Stockpiling & Placement, 4 inch Depth | 3,113 | CY | |
| 0132 | Off-Site Topsoil Material | 1 | CY | |
| 0133 | Permanent Seeding and Mulching | 11,588 | SY | |
| 0134 | Watercourse and Slope Erosion Protection Fabric | 6,278 | SY | |
| 0135 | Temporary Seeding and Mulching | 1 | SY | |
| 0136 | Sodding Furnished and Placed | 1 | SY | |
| 0137 | Remove & Relocate Existing Tree (up to 4" cal.) | 1 | EA | |
| 0138 | Remove & Relocate Existing Shrub (up to 1 CY) | 1 | EA | |
| 0139 | Remove Existing Tree & Dispose off Depot (Including Root Grinding) | 1 | EA | |
| 0140 | Traffic Control | 184 | MH | |
| 0141 | Survey Crew | 48 | HR | |
| 0142 | Removal and Disposal of Asbestos Containing Pipe | 1,580 | LF | |
| 0143 | Conduit, 1" EMT | 1 | LF | |
| 0144 | Conduit, 1" GRS | 1 | LF | |
| 0145 | Elbow, 1" GRS | 1 | EA | |
| 0146 | Conduit 1" PVC Sched 40 (incl. fittings, bends, elbows, etc.), including Bedding & Initial Backfill | 1 | LF | |
| 0147 | Overhead Wire, #6 Triplex | 1 | LF | |
| 0148 | Wire #10 AWG THWN, installed | 1 | CLF | |
| 0149 | Wire #8 AWG THWN, installed | 1 | CLF | |
| 0150 | Wire #6 AWG THWN, Installed | 1 | CLF | |
| 0151 | Flood Light, 400W HPS, Incl. Angle Bracket for Wood Pole Mounting | 1 | EA | |
| 0152 | Concrete Base for poles incl. forms, excavation and backfill | 1 | EA | |
| 0153 | Utility Pole, Wood, Class 4, 40' Ht. | 1 | EA | |
| 0154 | Light Fixtures 400W HPS (shoebox type med. Bronze), installed | 1 | EA | |
| 0155 | Light Fixtures 100W HPS (shoebox type med. Bronze), installed | 1 | EA | |
| 0156 | Light Poles 30' (square, med. Bronze), installed | 1 | EA | |
| 0157 | Light Poles 12' (square, med. Bronze), installed | 1 | EA | |
| 0158 | Pole Arms (4-way), installed | 1 | EA | |
| 0159 | Pole Arms (1-way), installed | 1 | EA | |
| 0160 | Quazite box PC1212DA24 incl. excavation and backfill | 1 | EA | |
| 0161 | Raise/Adjust Existing Electric Manhole | 1 | EA | |
| 0162 | Ground Rods (copper clad 5/8"X10') | 1 | EA | |
| 0163 | Flexible post for delineation, surface mounted | 1 | EA | |
| 0164 | Flexible post for delineation, ground mounted | 5 | EA | |
| Estimated |
Total
| 0165 | Bond Costs - $___________/ $1,000 for first $100,000 |
| - $___________ / $1,000 for next $400,000 | |
| - $___________ / $1,000 for next $2,000,000 |
*Volume Discount: Since the Government anticipates issuing task orders estimated during the term of the contract (including the option year period) that total between $1,000,000 and $5,000,000, offerors are given the opportunity to propose a discount percentage to be appled to individual task orders. Task Orders less than $100,000.00 will be issued at the contract prices without a discount. Task orders issued with a total dollar amount within the ranges below (excluding bond costs), shall be reduced by the task order price times the offered discount.
| Task Order Dollar Range (excluding bond costs) discount percentage offered |
| $100,000.00 to $250,000.00 ______ |
| $250,000.01 to $500,000.00 ______ |
| Over $500,000 ______ |
&P of &N &D
Option Year Attachment J
| ATTACHMENT J - SP3300-10-R-0018 | |||
| SCHEDULE B-SCHEDULE OF SUPPLIES/SERVICES | |||
| BASE YEAR CLIN PRICING | |||
| CLIN | Description | Est. | |
| Qty. | Units | Unit | |
| Price | Est. |
Item Cost
| 1001 | Perform Unclassified Excavation, Hauling, Disposal off Depot | 6,367 | CY | |
| 1002 | Rock Excavation, Hauling, Disposal off Depot | 5 | CY | |
| 1003 | Perform Grading and Compaction of Soil Subgrade | 15,925 | SY | |
| 1004 | Geotextile Filter Fabric | 200 | SY | |
| 1005 | Standard Filter Fabric Fence, 18" Ht. | 250 | LF | |
| 1006 | Reinforced Filter Fabric Fence, 30" Ht. | 250 | LF | |
| 1007 | Excavation of Unsuitable Material Below Grade | 1,322 | CY | |
| 1008 | Backfill Areas | |||
| AA | Backfill Unsuitable Areas w/ PennDOT 2A Coarse Aggregate (compacted in 6 inch lifts) | 1,322 | CY | |
| AB | Backfill Areas w/ suitable material | 1 | CY | |
| 1009 | PennDOT No. 2A Coarse Aggregate (Roadway Subbase) | 4,447 | CY | |
| 1010 | PennDOT No. 2A Coarse Aggregate (Trench Backfill) | 100 | CY | |
| 1011 | Saw Cut Bituminous Pavement, ( 0 to 6 inches deep) | 578 | LF | |
| 1012 | Saw Cut Concrete Curbs, (0 to 8 inches thick) | 8 | LF | |
| 1013 | Saw Cut Concrete Slabs, Reinforced, (0 to 8 inches deep) | 1 | LF | |
| 1014 | Core Hole Saw, Brick / Filled CMU / Concrete Wall | 1 | LF | |
| 1015 | Remove Existing Bituminous Pavement (up to 6 inch depth), haul and dispose off Depot | 13,175 | SY | |
| 1016 | Tack Coat | 12,000 | SY | |
| 1017 | BCBC Bituminous Pavement - Material Only Price (Material Index Bid (IB)) | 3,332 | Ton | |
| 1018 | Furnish & Install BCBC Bituminous Pavement (Bituminous Material Not Included) | |||
| AA | Furnish & Install BCBC Bituminous Pavement (Bituminous Material Not Included) (0 to 20 tons) | 1 | Ton | |
| AB | Furnish & Install BCBC Bituminous Pavement (Bituminous Material Not Included) (20 to 100 tons) | 1 | Ton | |
| AC | Furnish & Install BCBC Bituminous Pavement (Bituminous Material Not Included) (Over 100 tons) | 3,332 | Ton | |
| 1019 | Bituminous Wearing Course, ID-2 Material Only Price (Material Index Bid (IB)) | 2,615 | Ton | |
| 1020 | Bituminous Wearing Course, ID-2 | |||
| AA | Furnish & Install Bituminous Wearing Course, ID-2, (Bituminous Material Not Included) (0 to 20 tons) | 400 | Ton | |
| AB | Furnish & Install Bituminous Wearing Course, ID-2, (Bituminous Material Not Included) (20 to 100 tons) | 1 | Ton | |
| AC | Furnish & Install Bituminous Wearing Course, ID-2, (Bituminous Material Not Included) (Over 100 tons) | 2,215 | Ton | |
| 1021 | Bituminous Rejuvenation | |||
| AA | Bituminous Rejuvenation (0 to 1,000 SY) | 1 | SY | |
| AB | Bituminous Rejuvenation (1,000+ SY) | 1 | SY | |
| 1022 | In-Place Recycling of Pavement | 1 | SY | |
| 1023 | Temporary Bituminous Surface, 2" Depth (Cold Patch) | 10.00 | Ton | |
| 1024 | Mill Bituminous Pavement, 1 1/2 Inch Depth, Haul Dispose off Depot | |||
| AA | Mill Bituminous Pavement, 1 1/2 Inch Depth, Haul & Dispose off Depot, ( 0 to 100 SY ) | 135 | SY | |
| AB | Mill Bituminous Pavement, 1 1/2 Inch Depth, Haul & Dispose off Depot, (100 to 1,000 SY) | 1 | SY | |
| AC | Mill Bituminous Pavement, 1 1/2 Inch Depth, Haul & Dispose off Depot, (Over 1,000 SY ) | 1 | SY | |
| 1025 | Perform Sealing of Random Cracks (hairline: under 1/4 inch wide) | 2,500 | LF | |
| 1026 | Perform Sealing of Random Cracks (small: 1/4 to 3/4 inch wide) | 2,500 | LF | |
| 1027 | Traffic Zone Paint (4 inch wide) | 55,036 | LF | |
| 1028 | Traffic Zone Paint (6 inch wide) | 822 | LF | |
| 1029 | Traffic Zone Paint (Area Marking) | 1,546 | SF | |
| 1030 | Thermoplastic Pavement Marking Stripe (4 inch wide) | 1 | LF | |
| 1031 | Thermoplastic Pavement Marking Stripe (6 inch wide) | 240 | LF | |
| 1032 | Thermoplastic Pavement Legend (arrows, letter and numbers) | 248 | SF | |
| 1033 | Remove Existing Pavement Markings (lines) | 1 | LF | |
| 1034 | Remove Existing Pavement Markings (area markings) | 1 | SF | |
| 1035 | New PennDOT Type B Traffic Sign Post | |||
| AA | Channel Bar | 2 | EA | |
| AB | Square Steel | 4 | EA | |
| 1036 | New Traffic Sign | 35 | SF | |
| 1037 | Remove and Reinstall Existing Traffic Sign Post w/ Sign | 10 | EA | |
| 1038 | Install New Type 2S Guide Rail Straight Section Rubbing Rail, incl. Steel Posts @ 6'-3" | 1 | LF | |
| 1039 | Install New Guide Rail End Section | 1 | EA | |
| 1040 | Remove Existing Guide Rail and Install New PennDOT Type 2S Guide Rail | 1 | LF | |
| 1041 | Utility Trench Excav., Hauling, Disposal off Depot, and Backfilling with Suitable Material (0 to 8 foot depth) | 567 | CY | |
| 1042 | Flowable Backfill, Complete in Place | 10 | CY | |
| 1043 | Riprap Rock Lining (NCSA Size No. R-3 through R-8) | 15 | CY | |
| 1044 | 12-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1,013 | LF | |
| 1045 | 15-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 105 | LF | |
| 1046 | 18-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 1047 | 21-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 1048 | 24-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 1049 | 30-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 1050 | 36-In. Dia. Reinf. Conc. Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 1051 | 8-In. Dia. C900 PVC Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 1052 | 10-In. Dia. C900 PVC Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 1053 | 12-In. Dia. C900 PVC Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 1054 | 12-In. Type S Corrugated PE Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 1055 | 18-In. Type S Corrugated PE Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 1056 | 24-In. Type S Corrugated PE Storm Pipe (incl. Bedding & Initial Backfill) | 1 | LF | |
| 1057 | Connect New Storm Pipe to Existing Pipe w/ Resilient Connector (0" to 12" Dia) | 1 | EA | |
| 1058 | Connect New Storm Pipe to Existing Inlet (0" to 18" Dia) | 2 | EA | |
| 1059 | Connect New Storm Pipe to Existing Inlet (21" to 30" Dia) | 1 | EA | |
| 1060 | Inlet Protection, Including Install, Maint., Removal & Disposal off Depot | 10 | EA | |
| 1061 | Precast PennDOT Standard Inlet Box Base (up to 4 feet deep) | 5 | EA | |
| 1062 | Precast PennDOT Standard Inlet Box Riser(s) > 4 feet deep, (add to Inlet Base) | 6 | VLF | |
| 1063 | Remove Existing Inlet and Install New PennDOT Standard Inlet Box (up to 4 feet deep) | 8 | EA | |
| 1064 | Remove Existing Inlet and Install New PennDOT Standard Inlet Box ( > 4 feet deep) | 1 | VLF | |
| 1065 | Remove Existing Inlet Top & Dispose off Depot | 1 | EA | |
| 1066 | Precast PennDOT Type M Inlet Top (Bicycle Safe) | 13 | EA | |
| 1067 | Precast PennDOT Type S Inlet Top (Bicycle Safe) | 1 | EA | |
| 1068 | Precast PennDOT Type C Inlet Top (Bicycle Safe) | 1 | EA | |
| 1069 | Remove Existing Inlet or Manhole & Dispose of off Depot (up to 4 feet deep) | 24 | CY | |
| 1070 | Remove Existing Inlet or Manhole & Dispose of off Depot (> 4 feet deep) | 1 | CY | |
| 1071 | 6-Inch Pavement Subdrain (incl. Aggregate & Geotextile) | 1 | LF | |
| 1072 | Precast 4' I.D. Concrete Manhole (Base & Cone, up to 4 feet deep) | 1 | EA | |
| 1073 | Remove Exist. Manhole and Replace w/ Precast 4' I.D. Concrete Manhole Base & Cone (up to 4 feet deep) | 1 | EA | |
| 1074 | Precast 4' I.D. Concrete Manhole Riser(s), when > 4 feet deep (add to Base & Cone) | 1 | VLF | |
| 1075 | Manhole Frame and Cover, HS-25 Traffic Loading Rated, 30 Inch Diameter | 1 | EA | |
| 1076 | Remove Exist. & Install New Reinforced Plastic Steps in Manhole or Inlet | 1 | EA | |
| 1077 | Raise Manhole Cover Frames or Inlet Top Units Using Precast Grade Rings | 17 | EA | |
| 1078 | Trench Excavation, Backfilling and Compaction for Sanitary Sewers, Length 0 to 20 feet | |||
| AA | Zero to 6 Foot Depth | 1 | LF | |
| AB | 6 Foot 1 Inch to 8 Foot Depths | 1 | LF | |
| AC | 8 Foot 1 Inch to 10 Foot Depths | 1 | LF | |
| AD | 10 Foot 1 Inch to 12 Foot Depths | 1 | LF | |
| 1079 | Trench Excavation, Backfilling and Compaction for Sanitary Sewers, Length 20 to 100 Feet | |||
| AA | Zero to 6 Foot Depths | 1 | LF | |
| AB | 6 Foot 1 Inch to 8 Foot Depths | 1 | LF | |
| AC | 8 Foot 1 Inch to 10 Foot Depths. | 1 | LF | |
| AD | 10 Foot 1 Inch to 12 Foot Depths | 1 | LF | |
| 1080 | Trench Excavation, Backfilling and Compaction for Sanitary Sewers, Length > 100 Feet | |||
| AA | Zero to 6 Foot Depths | 1 | LF | |
| AB | 6 Foot 1 Inch to 8 Foot Depths | 1 | LF | |
| AC | 8 Foot 1 Inch to 10 Foot Depths. | 1 | LF | |
| AD | 10 Foot 1 Inch to 12 Foot Depths | 1 | LF | |
| 1081 | 6 Inch Diameter PVC Pipe, SDR 35 (Include bedding & initial backfill) | 1 | LF | |
| 1082 | 8 Inch Diameter PVC Pipe, SDR 35 (Include bedding & initial backfill) | 1 | LF | |
| 1083 | Connect New Pipe to Existing Sanitary Manhole, 4 Inch (Watertight per ASTM C 923) | 1 | EA | |
| 1084 | Connect New Pipe to Existing Sanitary Manhole, 6 Inch (Watertight per ASTM C 923) | 1 | EA | |
| 1085 | Connect New Pipe to Existing Sanitary Manhole, 8 Inch (Watertight per ASTM C 923) | 1 | EA | |
| 1086 | PVC Cleanout, Complete: 6-In. Dia. | 1 | EA | |
| 1087 | Cleanout Frame and Cover, Nickel Bronze Top, Extra Heavy Duty | 1 | EA | |
| 1088 | Sanitary Wyes & Street Elbows, Installed | |||
| AA | 8" x 6" Wyes | 1 | EA | |
| AB | 8" x 4" Wyes | 1 | EA | |
| AC | 6" x 6" Wyes | 1 | EA | |
| AD | 6" x 4" Wyes | 1 | EA | |
| AE | 6", 45° or 90° Street Elbow | 1 | EA | |
| AF | 4", 45° or 90° Street Elbow | 1 | EA | |
| 1089 | Sewer Pipeline Repair Couplings, Installed | |||
| AA | 8" Flexible Pipe Coupling w/Shear Rings | 1 | EA | |
| AB | 6" Flexible Pipe Coupling w/Shear Rings | 1 | EA | |
| AC | 4" Flexible Pipe Coupling w/Shear Rings | 1 | EA | |
| AD | 6" PVC Gasketed Coupling | 1 | EA | |
| AE | 4" PVC Gasketed Coupling | 1 | EA | |
| 1090 | Remove Existing Water Line, Dispose of off Depot and Install New 8" DI Water Line (Including Bedding and Initial Backfill) when new pipe is located 2'-6" or less from existing | 1 | LF | |
| 1091 | Remove Existing Water line, Dispose of off Depot and Install New 10" DI Water Line (Including Bedding and Initial Backfill) when new pipe is located 2'-6" or less from existing | 1 | LF | |
| 1092 | 6” DI Water Line (Including Bedding and Initial Backfill) | 1 | LF | |
| 1093 | 8” DI Water Line (Including Bedding and Initial Backfill) | 1,550 | LF | |
| 1094 | 10” DI Water Line (Including Bedding and Initial Backfill) | 1 | LF | |
| 1095 | Reaction Thrust Backings | 4 | EA | |
| 1096 | Remove Existing Water Pipe and Dispose of off Depot, Including Excavation and Backfill w/ Suitable Excavated Material (When > 2'-6" away from new pipe) | 1 | LF | |
| 1097 | Remove Existing Fire Hydrant and Dispose of off Depot | 1 | EA | |
| 1098 | New Fire Hydrant and Valve Complete | |||
| AA | Hydrant (without Hydrant Extension) | 1 | EA | |
| AB | Hydrant Extension: 6" (add to Hydrant without Extension) | 1 | EA | |
| AC | Hydrant Extension: 12" (add to Hydrant without Extension) | 1 | EA | |
| AD | Hydrant Extension: 18" (add to Hydrant without Extension) | 1 | EA | |
| AE | Hydrant Extension: 24" (add to Hydrant without Extension) | 1 | EA | |
| 1099 | Fire Valve Indicator Post | 6 | EA | |
| 1100 | 6” Gate Valve and Valve Box | 1 | EA | |
| 1101 | 8” Gate Valve and Valve Box | 1 | EA | |
| 1102 | 10” Gate Valve and Valve Box | 1 | EA | |
| 1103 | Ductile Iron Fittings | 1 | LBS | |
| 1104 | Connect New Water Main to Existing Water Main (Wet Tap Connection) | |||
| AA | 6" Wet Tap Connection | 1 | EA | |
| AB | 8" Wet Tap Connection | 1 | EA | |
| AC | 10" Wet Tap Connection | 1 | EA | |
| AD | 12" Wet Tap Connection | 1 | EA | |
| 1105 | Raise/Lower Valve Boxes (not to exceed 3 inch) | 40 | EA | |
| 1106 | Remove & Replace Cast Iron Valve Box (Incl. Excavation) | 1 | EA | |
| 1107 | 2" Water Service Corporation Stop w/ Saddle | 1 | EA | |
| 1108 | 1-1/2" Water Service Corporation Stop w/ Saddle | 1 | EA | |
| 1109 | 3/4" Water Service Corporation Stop | 1 | EA | |
| 1110 | 2" Type K Copper Water Service (Including Bedding & Initial Backfill) | 1 | LF | |
| 1111 | 1-1/2" Type K Copper Water Service (Including Bedding & Initial Backfill) | 1 | LF | |
| 1112 | 3/4" Type K Copper Water Service (Including Bedding & Initial Backfill) | 1 | LF | |
| 1113 | 2" Water Service Stop & Curb Box assembly complete | 1 | EA | |
| 1114 | 1-1/2" Water Service Stop & Curb Box assembly complete | 1 | EA | |
| 1115 | 3/4" Water Service Stop & Curb Box Assembly Complete | 1 | EA | |
| 1116 | Concrete Curb, 6 Inch Reveal | |||
| AA | Concrete Curb, 6 Inch Reveal (0' to 50') | 1 | LF | |
| AB | Concrete Curb, 6 Inch Reveal (50' to 100') | 1 | LF | |
| AC | Concrete Curb, 6 Inch Reveal (100'+) | 330 | LF | |
| 1117 | Concrete Curb Radius, 6 Inch Reveal | 1 | LF | |
| 1118 | Concrete Curb, 12 Inch Reveal | 1 | LF | |
| 1119 | Concrete Curb Radius, 12 Inch Reveal | 1 | LF | |
| 1120 | Concrete Curb, 18 Inch Reveal | |||
| AA | Concrete Curb, 18 Inch Reveal (0' to 50') | 1 | LF | |
| AB | Concrete Curb, 18 Inch Reveal (50' to 100') | 1 | LF | |
| AC | Concrete Curb, 18 Inch Reveal (100'+) | 1 | LF | |
| 1121 | Remove Existing Concrete Curb and Install New Curb | |||
| AA | Remove Existing Concrete Curb and Install New Curb, 6 Inch Reveal | 50 | LF | |
| AB | Remove Existing Concrete Curb and Install New Curb, 12 Inch Reveal | 1 | LF | |
| AC | Remove Existing Concrete Curb and Install New Curb, 18 Inch Reveal | 1 | LF | |
| 1122 | Remove Existing Concrete Curb / Curb & Gutter & Dispose off Depot | |||
| AA | Remove Existing Concrete Curb & Dispose off Depot (6" Reveal) | 700 | LF | |
| AB | Remove Existing Concrete Curb & Dispose off Depot (12" Reveal) | 1 | LF | |
| AC | Remove Existing Concrete Curb & Dispose off Depot (18" Reveal) | 1 | LF | |
| AD | Remove Existing Concrete Curb & Gutter & Dispose off Depot | 1 | LF | |
| 1123 | 6-Inch Thick Concrete Sidewalk including Excavation, Compaction, & Stone Base | |||
| AA | 6-Inch Thick Concrete Sidewalk (0 to 50 SY) | 1 | SY | |
| AB | 6-Inch Thick Concrete Sidewalk (50 to 100 SY) | 1 | SY | |
| AC | 6-Inch Thick Concrete Sidewalk (100+ SY) | 110 | SY | |
| 1124 | Remove Existing Sidewalk & Dispose off Depot | 1 | SY | |
| 1125 | Remove Existing Sidewalk, Dispose off Depot & Install New Sidewalk | 1 | SY | |
| 1126 | Remove Existing Concrete / Reinf. slab up to 8" Thick & Dispose off Depot | 1 | SY | |
| 1127 | Remove Existing Curb/Gutter and Install New Curb/Gutter | |||
| AA | Remove Existing Curb/Gutter and Install New Curb/Gutter (0' to 50') | 1 | LF | |
| AB | Remove Existing Curb/Gutter and Install New Curb/Gutter (50' to 100') | 1 | LF | |
| AC | Remove Existing Curb/Gutter and Install New Curb/Gutter (100'+) | 1 | LF | |
| 1128 | 8-In. Thk. Reinf. Conc. Pavement, 4,000 psi Comp., 650 psi Flex. | |||
| AA | 8-In. Thk. Reinf. Conc. Pavement, 4,000 psi Comp., 650 psi Flex. (0 to 50 SY) | 1 | SY | |
| AB | 8-In. Thk. Reinf. Conc. Pavement, 4,000 psi Comp., 650 psi Flex. (50 to 100 SY) | 1 | SY | |
| AC | 8-In. Thk. Reinf. Conc. Pavement, 4,000 psi Comp., 650 psi Flex. (100+ SY) | 1 | SY | |
| 1129 | Connect to Exist. Conc. Slab: Drill Holes & Grout in #5 Bars | 1 | EA | |
| 1130 | New Fixed Bollards, Complete | 1 | EA | |
| 1131 | Topsoil Stripping, Stockpiling & Placement, 4 inch Depth | 4,000 | CY | |
| 1132 | Off-Site Topsoil Material | 200 | CY | |
| 1133 | Permanent Seeding and Mulching | 3,400 | SY | |
| 1134 | Watercourse and Slope Erosion Protection Fabric | 1 | SY | |
| 1135 | Temporary Seeding and Mulching | 1 | SY | |
| 1136 | Sodding Furnished and Placed | 1 | SY | |
| 1137 | Remove & Relocate Existing Tree (up to 4" cal.) | 1 | EA | |
| 1138 | Remove & Relocate Existing Shrub (up to 1 CY) | 1 | EA | |
| 1139 | Remove Existing Tree & Dispose off Depot (Including Root Grinding) | 1 | EA | |
| 1140 | Traffic Control | 168 | MH | |
| 1141 | Survey Crew | 50 | HR | |
| 1142 | Removal and Disposal of Asbestos Containing Pipe | 1 | LF | |
| 1143 | Conduit, 1" EMT | 1 | LF | |
| 1144 | Conduit, 1" GRS | 1 | LF | |
| 1145 | Elbow, 1" GRS | 1 | EA | |
| 1146 | Conduit 1" PVC Sched 40 (incl. fittings, bends, elbows, etc.), including Bedding & Initial Backfill | 400 | LF | |
| 1147 | Overhead Wire, #6 Triplex | 1 | LF | |
| 1148 | Wire #10 AWG THWN, installed | 4 | CLF | |
| 1149 | Wire #8 AWG THWN, installed | 6 | CLF | |
| 1150 | Wire #6 AWG THWN, Installed | 1 | CLF | |
| 1151 | Flood Light, 400W HPS, Incl. Angle Bracket for Wood Pole Mounting | 1 | EA | |
| 1152 | Concrete Base for poles incl. forms, excavation and backfill | 4 | EA | |
| 1153 | Utility Pole, Wood, Class 4, 40' Ht. | 1 | EA | |
| 1154 | Light Fixtures 400W HPS (shoebox type med. Bronze), installed | 4 | EA | |
| 1155 | Light Fixtures 100W HPS (shoebox type med. Bronze), installed | 1 | EA | |
| 1156 | Light Poles 30' (square, med. Bronze), installed | 4 | EA | |
| 1157 | Light Poles 12' (square, med. Bronze), installed | 1 | EA | |
| 1158 | Pole Arms (4-way), installed | 1 | EA | |
| 1159 | Pole Arms (1-way), installed | 4 | EA | |
| 1160 | Quazite box PC1212DA24 incl. excavation and backfill | 1 | EA | |
| 1161 | Raise/Adjust Existing Electric Manhole | 1 | EA | |
| 1162 | Ground Rods (copper clad 5/8"X10') | 4 | EA | |
| 1163 | Flexible post for delineation, surface mounted | 1 | EA | |
| 1164 | Flexible post for delineation, ground mounted | 12 | EA | |
| Estimated |
Total
| 1165 | Bond Costs - $___________/ $1,000 for first $100,000 |
| - $___________ / $1,000 for next $400,000 | |
| - $___________ / $1,000 for next $2,000,000 |
*Volume Discount: Since the Government anticipates issuing task orders estimated during the term of the contract (including the option year period) that total between $1,000,000 and $5,000,000, offerors are given the opportunity to propose a discount percentage to be appled to individual task orders. Task Orders less than $100,000.00 will be issued at the contract prices without a discount. Task orders issued with a total dollar amount within the ranges below (excluding bond costs), shall be reduced by the task order price times the offered discount.
| Task Order Dollar Range (excluding bond costs) discount percentage offered |
| $100,000.00 to $250,000.00 ______ |
| $250,000.01 to $500,000.00 ______ |
| Over $500,000 ______ |
&P of &N &D
File details come from the government source that posted it. Updated .