OptionYearIICLINInfoSheet.pdf

Attachment 1 Option Year II

BIDDING SCHEDULE OPTION YEAR II UNIT

ITEM NO. DESCRIPTION UNIT Quantities PRICE

2001 Clearing and Grubbing (AHS DOC 201) Completion Time (CT): 3 days/2 Acre Acre 4 $ -

2002 Removing Trees (AHS DOC 201) CT: 3 Trees/day Each 4 $ -

2003 Removing Concrete Sidewalk (AHS DOC 206) CT: 25 SY/day

Square Yard 120 $ -

2004 Removing Concrete Pavement (AHS DOC

206) CT: 25 SY/day

Square Yard 400 $ -

2005 Removing Asphalt Pavement (AHS DOC 206) CT: 25 SY/day

Square Yard 1750 $ -

2006 Removing Pipe (6"-24") (AHS DOC 206) CT: 50 LF/day Linear Foot 20 $ -

2007 Removing Large Pipe (30"-60") (AHS DOC

206) CT: 50 LF/day Linear Foot 5 $ -

2008 Removing X-Large Pipe (>60") (AHS DOC 206) CT: 50 LF/day Linear Foot 4 $ -

Removing Old Box Culvert (AHS DOC 206)

CT: 10 LF/day Note: Maximum culvert size:

10'x10'

Linear Foot 4

2010 Removing Curb (AHS DOC 206) CT: 50 LF/day Linear Foot 230 $ -

2011 Removing Combination Curb & Gutter (AHS DOC 206) CT: 50 LF/day Linear Foot 55 $ -

2012 Removing Guardrail (AHS DOC 206) CT: 50 LF/day Linear Foot 125 $ -

2013 Removing Rail Road Track (AHS DOC 206) CT: 25 LF/day Linear Foot 25 $ -

2014 Removing Headwall (6"-24") (AHS DOC 206) CT: 2 days/ea Each 4 $ -

2015 Removing Large Headwall (30"-60") (AHS DOC 206) CT: 3 days/ea Each 4 $ -

2016 Removing Inlet (6"-24") (AHS DOC 206) CT:

3 days/EA Each 4 $ -

2017 Removing Large Inlet (30"-60") (AHS DOC

206) CT: 3 days/ea Each 4 $ -

(This CLIN Information Only) 2018 UNCLASSIFIED EXCAVATION (AHS DOC 210)

2019 Unclassified Excavation (0-100 CY) CT: 100 CY/day Cubic Yard 60 $ -

2020 Unclassified Excavation (101-1000 CY) CT: 100 CY/day Cubic Yard 200 $ -

2021 Unclassified Excavation (>1,000 CY) CT: 100 CY/day Cubic Yard 5750 $ -

2022 Muck Excavation (AHS DOC 210) CT: 25 CY/day Cubic Yard 13 $ -

(This CLIN Information Only) 2023 BORROW EXCAVATION (AHS DOC 210) (Note: All Testing Included in Unit Price)

2024 Borrow Excavation (0-100 CY) CT: 100 CY/day Cubic Yard 120 $ -

2025 Borrow Excavation (101-500 CY) CT: 100 CY/day Cubic Yard 130 $ -

2026 Borrow Excavation (>500 CY) CT: 100 CY /day Cubic Yard 3650 $ -

Machine Grading Shoulders (AHS DOC 212)

(Note: 1 STA=100 LF) CT: 3 STA/day

Station 135

2028 Structure Excavation (AHS DOC 214) CT: 75 CY/day Cubic Yard 100 $ -

2029 Foundation Backfill (AHS DOC 214) CT: 10 CY/day Cubic Yard 25 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

(This CLIN Information Only) 2030 ROADBED PROCESSING (AHS DOC 230)

2031 Roadbed Processing (0-2,000 SY) CT: 100 SY/day

Square Yard 500 $ -

2032 Roadbed Processing (>2,000 SY) CT: 100 SY/day

Square Yard 3850 $ -

2033 Pneumatic Roller Compaction CT: 250 SY/day

Square Yard 4 $ -

2034 Roadbed Stabilizing Material (AHS DOC 231) CT: 5 Tons/day Ton 20 $ -

(This CLIN Information Only) 2035

GRANULAR SOIL BASE COURSE (6"

Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price)

2036 Granular Soil Base Course (0-2,000 SY) CT: 250 SY/day

Square Yard 1750 $ -

2037 Granular Soil Base Course (>2,000 SY) CT: 250 SY/day

Square Yard 3500 $ -

(This CLIN Information Only) 2038

SOIL AGGREGATE BASE COURSE (6"

Compacted Thickness) (AHS DOC 301)

(Note: All Testing Included in Unit Price)

2039 Soil Aggregate Base Course (0-2,000 SY) CT:

100 SY/day

Square Yard 100 $ -

2040 Soil Aggregate Base Course (>2,000 SY) CT: 100 SY/day

Square Yard 400 $ -

(This CLIN Information Only) 2041

CRUSHED AGGREGATE BASE COURSE

(6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price)

Note: 1 Ton = 3 SY 2042 Crushed Aggregate Base Course (0-2,000 SY)

CT: 100 SY/day Square Yard 500 $ -

2043 Crushed Aggregate Base Course (>2,000 SY) CT: 100 SY/day

Square Yard 5250 $ -

2044 Compaction Test (Nuclear Method (AHS DOC

306) CT: N/A Each 4 $ -

2045 Proctor Density Test (AHS DOC 306) CT: 2 Ea/day Each 4 $ -

2046 Bituminous Treatment Prime Coat A (AHS

DOC 401) CT: N/A

Square Yard 1250 $ -

2047 Bituminous Surface Treatment J (AHS DOC

401) CT: 250 SY/day

Square Yard 7250 $ -

2048 Bituminous Surface Treatment K (AHS DOC

401) CT: 250 SY/day

Square Yard 4 $ -

2049 Bituminous Surface Treatment L (AHS DOC

401) CT: 250 SY/day

Square Yard 4 $ -

2050 Slurry Seal Coat Type 1 (AHS DOC 402) CT: 10 days/5,000 SY

Square Yard 4 $ -

2051 Slurry Seal Coat Type 2 (AHS DOC 402) CT: 10 days/5,000 SY

Square Yard 4 $ -

2052 Tack Coat (AHS DOC 405) CT: 200 GA/day Gallon 5500 $ -

(This CLIN Information Only) 2053

PLANNING (MILLING) OF EXISTING

PAVEMENT (TO 1" THICKNESS) (AHS DOC

408)

2054 Planning (Milling) of Existing Pavement (To 1" Thickness) (0-5,000 SY) CT: 500 SY/day

Square Yard 1500 $ -

2055 Planning (Milling) of Existing Pavement (To 1" Thickness (>5,000 SY) CT: 500 SY/day

Square Yard 33000 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

(This CLIN Information Only) 2056

ADDITIONAL PLANNING (MILLING)

PAVEMENT (From 1" to 3") (AHS DOC 408) (1" Thick per SY, Orderable in 2" thick per

SY increments)

2057 Additional Planning (Milling) Pavement (From 1" to 3") (0-5,000 SY) CT: 500 SY/day

Square Yard 1500

2058 Additional Planning (Milling) Pavement (From 1" to 3") (>5,000 SY) CT: 500 SY/day

Square Yard 22500

(This CLIN Information Only)2059 AIRFIELD PAVEMENT (TS DOC) (UFGS 32 12 15)

2060 Airfield Pavement (0-500 Tons) CT: 250 Tons/day Ton 100 $ -

2061 Airfield Pavement (>500 Tons) CT: 250 Tons/day Ton 4250 $ -

(This CLIN Information Only) 2062

SUPERPAVE BITUMINOUS CONCRETE

UPPER BINDER LAYER (1"), ESAL RANGE

C/D (AHS DOC 424)

Superpave Bituminous Concrete Upper Binder

Layer (1"), ESAL Range C/D (0-100 Tons) CT: 10 Tons/day

Ton 25

Superpave Bituminous Concrete Upper Binder

Layer (1"), ESAL Range C/D (>100 Tons) CT: 10 Tons/day

Ton 225

(This CLIN Information Only) 2065

SUPERPAVE BITUMINOUS CONCRETE

UPPER BINDER LAYER, PATCHING (1"),

ESAL RANGE C/D (AHS DOC 424)

Superpave Bituminous Concrete Upper Binder Layer, Patching (1"), ESAL Range C/D (0-25

Tons) CT: 5 Tons/day Ton 25

Superpave Bituminous Concrete Upper Binder Layer, Patching (1"), ESAL Range C/D (>25

Tons) CT: 5 Tons/day Ton 100

(This CLIN Information Only) 2068

SUPERPAVE BITUMINOUS CONCRETE

UPPER BINDER LAYER, WIDENING (1"),

ESAL RANGE C/D (AHS DOC 424)

Superpave Bituminous Concrete Upper Binder Layer, Widening (1"), ESAL Range C/D (0-100

Tons) CT: 5 Tons/day Ton 15

Superpave Bituminous Concrete Upper Binder Layer, Widening (1"), ESAL Range C/D (>100

Tons) CT: 5 Tons/day Ton 100

(This CLIN Information Only) 2071

SUPERPAVE BITUMINOUS CONCRETE

WEARING SURFACE LAYER (1/2"), ESAL

RANGE C/D (AHS DOC 424)

Superpave Bituminous Concrete Wearing

Surface Layer (1/2"), ESAL Range C/D (0-200 Tons) CT: 250 Tons/day

Ton 125

Superpave Bituminous Concrete Wearing

Surface Layer (1/2") (201-500 Tons) CT: 250 Tons/day

Ton 400

Superpave Bituminous Concrete Wearing

Surface Layer (1/2"), ESAL Range C/D (>500 Tons) CT: 250 Tons/day

Ton 2760

(This CLIN Information Only) 2075

SUPERPAVE BITUMINOUS CONCRETE

WEARING SURFACE LAYER (3/8"), ESAL

RANGE C/D (AHS DOC 424)

Superpave Bituminous Concrete Wearing

Surface Layer (3/8"), ESAL Range C/D (0-200 Tons) CT: 250 Tons/day

Ton 50

ITEM NO. DESCRIPTION UNIT Quantities PRICE

Superpave Bituminous Concrete Wearing

Surface Layer (3/8") (201-500 Tons) CT: 250 Tons/day

Ton 100

Superpave Bituminous Concrete Wearing

Surface Layer (3/8"), ESAL Range C/D (>500 Tons) CT: 250 Tons/day

Ton 225

(This CLIN Information Only) 2079

SUPERPAVE BITUMINOUS CONCRETE

WEARING LAYER - PATCHING (1/2"), ESAL

RANGE C/D (AHS DOC 424)

Superpave Bituminous Concrete Wearing

Layer-Patching (1/2"), ESAL Range C/D (0-25 Tons) CT: 5 Tons/day

Ton 5

Superpave Bituminous Concrete Wearing

Layer-Patching (1/2"), ESAL Range C/D (>25 Tons) CT: 5 Tons/day

Ton 30

(This CLIN Information Only) 2082

SUPERPAVE BITUMINOUS CONCRETE

WEARING LAYER-LEVELING (3/8"), ESAL

RANGE C/D (AHS DOC 424)

Superpave Bituminous Concrete Wearing

Layer-Leveling (3/8"), ESAL Range C/D (0-250 Tons) CT: 25 Tons/day

Ton 175

Superpave Bituminous Concrete Wearing Layer-Leveling (3/8") (>250 Tons) CT: 25

Tons/day Ton 350

(This CLIN Information Only)2085

SUPERPAVE BITUMINOUS CONCRETE

WEARING LAYER-WIDENING (1/2"), ESAL

RANGE C/D (AHS DOC 424)

Superpave Bituminous Concrete Wearing

Layer-Widening (1/2"), ESAL Range C/D (0- 100 Tons) CT: 25 Tons/day

Ton 25

Superpave Bituminous Concrete Wearing

Layer-Widening (1/2"), ESAL Range C/D (>100 Tons) CT: 25 Tons/day

Ton 120

2088 Aggregate Surfacing (AHS DOC 430) (Note: 1 Ton = 4.45 SY @ 6" thick) CT: 100 Tons/day Ton 100

Plain or Reinforced Cement Concrete

Pavement 4" Thick (AHS DOC 450) CT: 25 SY/day

Square Yard 525

Plain or Reinforced Cement Concrete

Pavement 6" Thick (AHS DOC 450) CT: 25 SY/day

Square Yard 450

Plain or Reinforced Cement Concrete

Pavement 8" Thick (AHS DOC 450) CT: 25 SY/day

Square Yard 550

Plain or Reinforced Cement Concrete

Pavement 12" Thick (AHS DOC 450) CT: 25 SY/day

Square Yard 50

2093 6"x6"-W4.0xW4.0 Welded Wire Fabric (AHS

DOC 502) CT: N/A

Square Yard 1500 $ -

2094 4"x4" - W4.0xW4.0 Welded Wire Fabric (AHS

DOC 502) CT: N/A

Square Yard 400 $ -

2095 ASTM Standard Reinforced Bars Steel Reinforcement (AHS DOC 502) CT: 300 lb/day Pound 400

Reinforced Culvert Concrete (Precast or C.I.P.

(AHS DOC 524) CT: 1 CY/day Note:

Reinforcement will be paid separate under Item

Cubic Yard 14

ITEM NO. DESCRIPTION UNIT Quantities PRICE

Reinforced Culvert Concrete Extension (Precast or C.I.P. (AHS DOC 524) CT: 1 CY/day Note: Reinforcement will be paid separate under Item 2095

Cubic Yard 4

2098 12" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

2099 18" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

2100 24" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

2101 30" Roadway Pipe Class 3 R. C. Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

2102 36" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

2103 48" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

2104 60" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

(This CLIN Information Only) 2105 6" UNDERDRAIN PIPE, TYPE 9 OR 10 (AHS

DOC 606)

2106 Bottom of Trench Below Existing Ground Less Than or Equal to 3' CT: 20 LF/day Linear Foot 45 $ -

Bottom of Trench Between 3' and No More

Than 6' CT: 20 LF/day (max bid less than or = 120% of Item 0105)

Linear Foot 150

Bottom of Trench Between 6' and No More

Than 9' CT: 20 LF/day (max bid less than or = 150% of Item 0105)

Linear Foot 55

Bottom of Trench Between 9' and No More

Than 12' CT: 20 LF/day (max bid less than or = 175% of Item (0105)

Linear Foot 25

2110 Paving Geotextiles (AHS DOC 607) CT: 250 SY/day

Square Yard 12 $ -

2111 Asphalt Sealant (AHS DOC 607) CT: N/A Gallon 100 $ -

2112 Loose Riprap, Class 1 or 2 (AHS DOC 610 CT: 15 Tons/day Ton 450 $ -

2113 Filter Blanket, Geotextile Non-Woven (AHS

DOC 610) CT: N/A

Square Yard 470 $ -

2114 Slope Paving (AHS DOC 614) CT: 2 CY/day Cubic Yard 200 $ -

Reinforced Slope Paving (AHS DOC 614), included reinforcement is Item 0093 CT: 2

CY/day Cubic Yard 125

Reinforced Concrete Sidewalk 4" Thick (AHS

DOC 618), included reinforcement is Item 2093 CT: 10 SY/day

Square Yard 300

Reinforced Concrete Driveway 6" Thick (AHS

DOC 618) CT: 10 SY/day, included reinforcement is Item 2093

Square Yard 110

2118 12" Pipe End Treatment, Class 1 (AHS DOC

619) CT: 1 day/EA Each 12 $ -

2119 12" Pipe End Treatment, Class 2 (AHS DOC

619) CT: 1 day/EA Each 4 $ -

2120 18" Pipe End Treatment, Class 1 (AHS DOC

619) CT: 1 day/EA Each 6 $ -

2121 18" Pipe End Treatment, Class 2 (AHS DOC

619) CT: 1 day/EA Each 4 $ -

2122 24" Pipe End Treatment, Class 1 (AHS DOC

619) CT: 1 day/EA Each 5 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

2123 24" Pipe End Treatment, Class 2 (AHS DOC

619) CT: 1 day/EA Each 4 $ -

2124 30" Pipe End Treatment, Class 1 (AHS DOC

619) CT: 1 day/EA Each 4 $ -

2125 30" Pipe End Treatment, Class 2 (AHS DOC

619) CT: 1day/EA Each 4 $ -

2126 36" Pipe End Treatment, Class 1 (AHS DOC

619) CT: 1 day/EA Each 4 $ -

2127 36" Pipe End Treatment, Class 2 (AHS DOC

619) CT: 1 day/EA Each 4 $ -

2128 Minor Structure Concrete (0-5 CY) (AHS DOC

620) CT: 1 CY/day Cubic Yard 7 $ -

2129 Minor Structure Concrete (>5 CY) (AHS DOC

620) CT: 1 CY/day Cubic Yard 21 $ -

2130 Junction Boxes, Type 1 (AHS DOC 621) CT: 3 EA/day Each 4 $ -

2131 Junction Box Unit, Type 1 (AHS DOC 621) CT: N/A Each 4 $ -

2132 Inlets, Type B (AHS DOC 621) CT: 3 days/EA Each 4 $ -

2133 Inlet Units, Type B (AHS DOC 621) CT: N/A Each 4 $ -

2134 Inlets, Type C (AHS DOC 621) CT: 3 days/EA Each 5 $ -

2135 Inlet Units, Type C (AHS DOC 621) CT: N/A Each 7 $ -

2136 Inlets, Type S-3, One Wing (AHS DOC 621) CT: 3 days/EA Each 4 $ -

2137 Inlets, Type SE-Two Wings (AHS DOC 621) CT: 3 days/EA Each 4 $ -

2138 Inlet Units, Type S3 (AHS DOC 621) CT: N/A Each 4 $ -

2139 Manholes, Type M (AHS DOC 621) CT: N/A Each 4 $ -

2140 Manhole Units, Type M (AHS DOC 621) CT:

N/A Each 5 $ -

2141 Manhole Covers Reset (AHS DOC 622) CT: 1 day/EA Each 4 $ -

2142 Gratings Reset (AHS DOC 622) CT: 1 day/EA Each 4 $ -

2143 Concrete Gutter (AHS DOC 623) CT: 15 LF/day Linear Foot 100 $ -

(This CLIN Information Only) 2144 CONCRETE CURB, TYPE N (AHS DOC 623)

2145 Concrete Curb, Type N (0-250 LF) CT: 50 LF/day Linear Foot 120 $ -

2146 Concrete Curb, Type N (>250 LF) CT: 50 LF/day Linear Foot 400 $ -

(This CLIN Information Only) 2147 COMBINATION CURB AND GUTTER, TYPE

C (AHS DOC 623)

2148 Combination Curb and Gutter, Type C (0-250 LF) CT: 50 LF/day Linear Foot 60 $ -

2149 Combination Curb and Gutter Type C (>250 LF/day) CT: 50 LF/day Linear Foot 378 $ -

2150 Steel Beam Guardrail, Class A (AHS DOC

630) CT: 50 LF/day Linear Foot 300 $ -

2151 Steel Beam Guardrail, Class B (AHS DOC

630) CT: 50 LF/day Linear Foot 300 $ -

2152 Guardrail End Anchor, Type 10 (AHS DOC

630) CT: 2 days/EA Each 4 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

2153 Guardrail End Anchor, Type Special (AHS DOC 630) CT: 5 days/EA Each 4 $ -

2154 Water Meters Reset (AHS DOC 643) CT: 1 day/EA Each 4 $ -

2155 Valve Boxes Reset (AHS DOC 643) CT: 1 day/EA Each 4 $ -

2156 Topsoil (AHS DOC 650) CT: 10 CY/day Cubic Yard 75 $ -

2157 Seeding (AHS) DOC 652) CT: 2 Acre/day Acre 5 $ -

2158 Solid Sodding (AHS DOC 654) CT: 100 SY/day

Square Yard 3150 $ -

2159 Mulching, Class A Type 1 (AHS DOC 656) CT:

2 Acre/dy Acre 5 $ -

2160 Erosion Control Netting, Class B (AHS DOC

659) CT: 120 SY/day

Square Yard 1700 $ -

2161 Hay Bales (AHS DOC 665) CT: 10 EA/day Each 25 $ -

2162 Silt Fence, Type A (AHS DOC 665) CT: 50 LF/day Linear Foot 3600 $ -

2163 Wattles (AHS DOC 665) CT: 100 LF/day Linear Foot 400 $ -

2164 Floating Basin Boom Type 1 (AHS DOC 665) CT 50 LF/day Linear Foot 400 $ -

(This CLIN Information Only ) 2165 TRAFFIC AND AIRFIELD STRIPE (AHS DOC 701)

2166 Solid 4" Class 1, Type A CT: 5 MI/day (Note:

Reflective Paint for Roadways) Miles 67 $ -

2167 Solid 4" Class 1, Type A CT: 400 LF/day (Note: Reflective Paint for Parking Lots) Linear Foot 32000 $ -

2168 Solid 6" Class 1, Type A CT: 5 MI/day (Note:

Reflective Paint for Roadways or Airfields) Miles 20

2169 Solid 6" Class 1, Type B CT: 5 MI/day (Note:

Non-reflective Paint for Airfields) Miles 8 $ -

2170 Solid 4" Class 2, Type A CT: 3 MI/day (Note:

Reflective Thermoplastic for Roadways) Miles 12

2171 Solid 5" Class 2, Type A CT: 3 MI/day (Note:

Reflective Thermoplastic for Roadways) Miles 15

2172 Broken 4" Class 1, Type A CT: 5 MI/day (Note: for roadways) Miles 4 $ -

2173 Broken 4" Class 2, Type A CT: 3 MI/day (Note: for roadways) Miles 5 $ -

2174 Broken 6" Class 1, Type A CT: 5 MI/day (Note: for roadways) Miles 4 $ -

2175 Broken 5" Class 2, Type A CT: 3 MI/day (Note: for roadways) Miles 6 $ -

2176 Dotted 4" Class 2, Type A CT: 750 LF/day Linear Foot 980 $ -

2177 Dotted 5" Class 2, Type A CT: 750 LF/day Linear Foot 1200 $ -

2178 Solid or Broken Temporary Traffic Stripe CT: 2 MI/day Miles 38 $ -

2179 Solid or Broken Stripe Removed CT: 2 MI/day Miles 4 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

(This CLIN Information Only) 2180 TRAFFIC CONTROL MARKINGS AND

LEGENDS (AHS DOC 703)

Traffic Control Markings, Class 1 Type A CT:

500 SF/day (Note: Reflective paint for roadways and parking lots)

Square Foot 6500

Traffic Control Markings, Class 1 Type B CT:

500 SF/day (Note: Non-reflective paint for airfields)

Square Foot 20000

Traffic Control Markings, Class 2 Type A CT:

500 SF/day (Note: Reflective thermoplastic for roadways) Square Foot 1800

Traffic Control Legends, Class 1 Type A CT:

500 SF/day (Note: Reflective paint for roadways and parking lots)

Square Foot 100

Traffic Control Legends, Class 1 Type B CT:

500 SF/day (Note: Non-reflective paint for airfields)

Square Foot 50

Traffic Control Legends, Class 2 Type A CT:

500 SF/day (Note: Reflective thermoplastic for roadways)

Square Foot 75

2187 Removal of Traffic Control Markings or Legends CT: 1,500 SF/day Square Foot 40 $ -

2188 Temporary Traffic Control Markings or Legends CT: 500 SF/day Square Foot 9000 $ -

2189 Pavement Markers, Class A, Type 1 or 2 (AHS DOC 705) CT: 500 SF/day Each 400 $ -

(This CLIN Information Only) 2190 ROADWAY SIGNS (AHS DOC 710)

2191 Class 4, Aluminum Flat Sign Panels CT: 15 SF/day Square Foot 45 $ -

2192 Roadway Sign Post (Green Baked) CT: 100 LF/day Linear Foot 100 $ -

2193 Removal of Existing Roadway Signs CT: 10 EA/day Each 90 $ -

2194 Roadway Sign Relocation (AHS DOC 711) CT: 5 EA/day Each 12 $ -

(This CLIN Information Only) 2195

PC WHEEL STOP PARKING BARRIER-

INCLUDING DOWELS (6"x10"x6'x-0" precast concrete)

2196 Furnish and Install PC Wheel Stop Parking Barrier Including Dowels CT: 15 EA/day Each 50 $ -

Remove and Reset Existing Precast Concrete Wheel stop Parking Barrier Including Dowels

CT: 15 EA/day Each 25

Replace Traffic Activator Loops as required (AHS DOC 730) CT: 2 EA/day (Note: saw cut

2" depth, install #12 AWG activator loop conductor, and seal with a weatherproof epoxy resin sealer; work includes pulling conductor through conduit, and all service connections to return to full service).

Each 4

2199 Asphalt Coring Investigation (1 Set=5 Cores) CT: 2 SETS/day Set 4 $ -

Static Ground Device Installed and Tested

(UFC 3-260-01) CT: 2 EA/day (Note: Closed Eye Static Ground Only. See Figure B11-12)

Each 4

Mooring Device Installed (UFC 3-260-01) CT: 6 EA/day (Note: Device Shall Be Cast in Ductile

Iron 80-55-06 or Equal with No holes) Each 6

NPDES Notice of Intent/Inspection/Corrections/NOT/ CBMPP

Prepared (Project Location only under 5 acres) (AHS DOC 107) 14 days/each

Each 4

ITEM NO. DESCRIPTION UNIT Quantities PRICE

PRIORITY CONSTRUCTION SITES NPDES

Notice of Intent/Inspection/Corrections/NOT/

CBMPP Prepared and Certified (Project Location only under 5 acres) (AHS DOC 107) 45 days/each

Each 4

TOTAL -$

OPTION YEAR 2