OptionYearIVCLINInfoSheet.pdf

ATTACHMENT 1 OPTION YEAR IV

BIDDING SCHEDULE OPTION YEAR IV UNIT

ITEM NO. DESCRIPTION UNIT Quantities PRICE

4001 Clearing and Grubbing (AHS DOC 201) Completion Time (CT): 3 days/2 Acre Acre 4 $ -

4002 Removing Trees (AHS DOC 201) CT: 3 Trees/day Each 4 $ -

4003 Removing Concrete Sidewalk (AHS DOC 206) CT: 25 SY/day

Square Yard 120 $ -

4004 Removing Concrete Pavement (AHS DOC

206) CT: 25 SY/day

Square Yard 400 $ -

4005 Removing Asphalt Pavement (AHS DOC 206) CT: 25 SY/day

Square Yard 1750 $ -

4006 Removing Pipe (6"-24") (AHS DOC 206) CT: 50 LF/day Linear Foot 20 $ -

4007 Removing Large Pipe (30"-60") (AHS DOC

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

4008 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

4010 Removing Curb (AHS DOC 206) CT: 50 LF/day Linear Foot 230 $ -

4011 Removing Combination Curb & Gutter (AHS DOC 206) CT: 50 LF/day Linear Foot 55 $ -

4012 Removing Guardrail (AHS DOC 206) CT: 50 LF/day Linear Foot 125 $ -

4013 Removing Rail Road Track (AHS DOC 206) CT: 25 LF/day Linear Foot 25 $ -

4014 Removing Headwall (6"-24") (AHS DOC 206) CT: 2 days/ea Each 4 $ -

4015 Removing Large Headwall (30"-60") (AHS DOC 206) CT: 3 days/ea Each 4 $ -

4016 Removing Inlet (6"-24") (AHS DOC 206) CT:

3 days/EA Each 4 $ -

4017 Removing Large Inlet (30"-60") (AHS DOC

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

(This CLIN Information Only) 4018 UNCLASSIFIED EXCAVATION (AHS DOC 210)

4019 Unclassified Excavation (0-100 CY) CT: 100 CY/day Cubic Yard 60 $ -

4020 Unclassified Excavation (101-1000 CY) CT: 100 CY/day Cubic Yard 200 $ -

4021 Unclassified Excavation (>1,000 CY) CT: 100 CY/day Cubic Yard 5750 $ -

4022 Muck Excavation (AHS DOC 210) CT: 25 CY/day Cubic Yard 13 $ -

(This CLIN Information Only) 4023 BORROW EXCAVATION (AHS DOC 210) (Note: All Testing Included in Unit Price)

4024 Borrow Excavation (0-100 CY) CT: 100 CY/day Cubic Yard 120 $ -

4025 Borrow Excavation (101-500 CY) CT: 100 CY/day Cubic Yard 130 $ -

4026 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

4028 Structure Excavation (AHS DOC 214) CT: 75 CY/day Cubic Yard 100 $ -

4029 Foundation Backfill (AHS DOC 214) CT: 10 CY/day Cubic Yard 25 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

(This CLIN Information Only) 4030 ROADBED PROCESSING (AHS DOC 230)

4031 Roadbed Processing (0-2,000 SY) CT: 100 SY/day

Square Yard 500 $ -

4032 Roadbed Processing (>2,000 SY) CT: 100 SY/day

Square Yard 3850 $ -

4033 Pneumatic Roller Compaction CT: 250 SY/day

Square Yard 4 $ -

4034 Roadbed Stabilizing Material (AHS DOC 231) CT: 5 Tons/day Ton 20 $ -

(This CLIN Information Only) 4035

GRANULAR SOIL BASE COURSE (6"

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

4036 Granular Soil Base Course (0-2,000 SY) CT: 250 SY/day

Square Yard 1750 $ -

4037 Granular Soil Base Course (>2,000 SY) CT: 250 SY/day

Square Yard 3500 $ -

(This CLIN Information Only) 4038

SOIL AGGREGATE BASE COURSE (6"

Compacted Thickness) (AHS DOC 301)

(Note: All Testing Included in Unit Price)

4039 Soil Aggregate Base Course (0-2,000 SY) CT:

100 SY/day

Square Yard 100 $ -

4040 Soil Aggregate Base Course (>2,000 SY) CT: 100 SY/day

Square Yard 400 $ -

(This CLIN Information Only) 4041

CRUSHED AGGREGATE BASE COURSE

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

Note: 1 Ton = 3 SY 4042 Crushed Aggregate Base Course (0-2,000 SY)

CT: 100 SY/day Square Yard 500 $ -

4043 Crushed Aggregate Base Course (>2,000 SY) CT: 100 SY/day

Square Yard 5250 $ -

4044 Compaction Test (Nuclear Method (AHS DOC

306) CT: N/A Each 4 $ -

4045 Proctor Density Test (AHS DOC 306) CT: 2 Ea/day Each 4 $ -

4046 Bituminous Treatment Prime Coat A (AHS

DOC 401) CT: N/A

Square Yard 1250 $ -

4047 Bituminous Surface Treatment J (AHS DOC

401) CT: 250 SY/day

Square Yard 7250 $ -

4048 Bituminous Surface Treatment K (AHS DOC

401) CT: 250 SY/day

Square Yard 4 $ -

4049 Bituminous Surface Treatment L (AHS DOC

401) CT: 250 SY/day

Square Yard 4 $ -

4050 Slurry Seal Coat Type 1 (AHS DOC 402) CT: 10 days/5,000 SY

Square Yard 4 $ -

4051 Slurry Seal Coat Type 2 (AHS DOC 402) CT: 10 days/5,000 SY

Square Yard 4 $ -

4052 Tack Coat (AHS DOC 405) CT: 200 GA/day Gallon 5500 $ -

(This CLIN Information Only) 4053

PLANNING (MILLING) OF EXISTING

PAVEMENT (TO 1" THICKNESS) (AHS DOC

408)

4054 Planning (Milling) of Existing Pavement (To 1" Thickness) (0-5,000 SY) CT: 500 SY/day

Square Yard 1500 $ -

4055 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) 4056

ADDITIONAL PLANNING (MILLING)

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

SY increments)

4057 Additional Planning (Milling) Pavement (From 1" to 3") (0-5,000 SY) CT: 500 SY/day

Square Yard 1500

4058 Additional Planning (Milling) Pavement (From 1" to 3") (>5,000 SY) CT: 500 SY/day

Square Yard 22500

(This CLIN Information Only) 4059 AIRFIELD PAVEMENT (TS DOC) (UFGS 32 12 15)

4060 Airfield Pavement (0-500 Tons) CT: 250 Tons/day Ton 100 $ -

4061 Airfield Pavement (>500 Tons) CT: 250 Tons/day Ton 4250 $ -

(This CLIN Information Only) 4062

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) 4065

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) 4068

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) 4071

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) 4075

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) 4079

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) 4082

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) 4085

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

4088 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

4093 6"x6"-W4.0xW4.0 Welded Wire Fabric (AHS

DOC 502) CT: N/A

Square Yard 1500 $ -

4094 4"x4" - W4.0xW4.0 Welded Wire Fabric (AHS

DOC 502) CT: N/A

Square Yard 400 $ -

4095 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 4095

Cubic Yard 4

4098 12" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

4099 18" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

4100 24" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

4101 30" Roadway Pipe Class 3 R. C. Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

4102 36" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

4103 48" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

4104 60" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

(This CLIN Information Only) 4105 6" UNDERDRAIN PIPE, TYPE 9 OR 10 (AHS

DOC 606)

4106 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

4110 Paving Geotextiles (AHS DOC 607) CT: 250 SY/day

Square Yard 12 $ -

4111 Asphalt Sealant (AHS DOC 607) CT: N/A Gallon 100 $ -

4112 Loose Riprap, Class 1 or 2 (AHS DOC 610 CT: 15 Tons/day Ton 450 $ -

4113 Filter Blanket, Geotextile Non-Woven (AHS

DOC 610) CT: N/A

Square Yard 470 $ -

4114 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 4093 CT: 10 SY/day

Square Yard 300

Reinforced Concrete Driveway 6" Thick (AHS

DOC 618) CT: 10 SY/day, included reinforcement is Item 4093

Square Yard 110

4118 12" Pipe End Treatment, Class 1 (AHS DOC

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

4119 12" Pipe End Treatment, Class 2 (AHS DOC

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

4120 18" Pipe End Treatment, Class 1 (AHS DOC

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

4121 18" Pipe End Treatment, Class 2 (AHS DOC

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

4122 24" Pipe End Treatment, Class 1 (AHS DOC

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

ITEM NO. DESCRIPTION UNIT Quantities PRICE

4123 24" Pipe End Treatment, Class 2 (AHS DOC

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

4124 30" Pipe End Treatment, Class 1 (AHS DOC

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

4125 30" Pipe End Treatment, Class 2 (AHS DOC

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

4126 36" Pipe End Treatment, Class 1 (AHS DOC

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

4127 36" Pipe End Treatment, Class 2 (AHS DOC

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

4128 Minor Structure Concrete (0-5 CY) (AHS DOC

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

4129 Minor Structure Concrete (>5 CY) (AHS DOC

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

4130 Junction Boxes, Type 1 (AHS DOC 621) CT: 3 EA/day Each 4 $ -

4131 Junction Box Unit, Type 1 (AHS DOC 621) CT: N/A Each 4 $ -

4132 Inlets, Type B (AHS DOC 621) CT: 3 days/EA Each 4 $ -

4133 Inlet Units, Type B (AHS DOC 621) CT: N/A Each 4 $ -

4134 Inlets, Type C (AHS DOC 621) CT: 3 days/EA Each 5 $ -

4135 Inlet Units, Type C (AHS DOC 621) CT: N/A Each 7 $ -

4136 Inlets, Type S-3, One Wing (AHS DOC 621) CT: 3 days/EA Each 4 $ -

4137 Inlets, Type SE-Two Wings (AHS DOC 621) CT: 3 days/EA Each 4 $ -

4138 Inlet Units, Type S3 (AHS DOC 621) CT: N/A Each 4 $ -

4139 Manholes, Type M (AHS DOC 621) CT: N/A Each 4 $ -

4140 Manhole Units, Type M (AHS DOC 621) CT:

N/A Each 5 $ -

4141 Manhole Covers Reset (AHS DOC 622) CT: 1 day/EA Each 4 $ -

4142 Gratings Reset (AHS DOC 622) CT: 1 day/EA Each 4 $ -

4143 Concrete Gutter (AHS DOC 623) CT: 15 LF/day Linear Foot 100 $ -

(This CLIN Information Only) 4144 CONCRETE CURB, TYPE N (AHS DOC 623)

4145 Concrete Curb, Type N (0-250 LF) CT: 50 LF/day Linear Foot 120 $ -

4146 Concrete Curb, Type N (>250 LF) CT: 50 LF/day Linear Foot 400 $ -

(This CLIN Information Only) 4147 COMBINATION CURB AND GUTTER, TYPE

C (AHS DOC 623)

4148 Combination Curb and Gutter, Type C (0-250 LF) CT: 50 LF/day Linear Foot 60 $ -

4149 Combination Curb and Gutter Type C (>250 LF/day) CT: 50 LF/day Linear Foot 378 $ -

4150 Steel Beam Guardrail, Class A (AHS DOC

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

4151 Steel Beam Guardrail, Class B (AHS DOC

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

4152 Guardrail End Anchor, Type 10 (AHS DOC

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

ITEM NO. DESCRIPTION UNIT Quantities PRICE

4153 Guardrail End Anchor, Type Special (AHS DOC 630) CT: 5 days/EA Each 4 $ -

4154 Water Meters Reset (AHS DOC 643) CT: 1 day/EA Each 4 $ -

4155 Valve Boxes Reset (AHS DOC 643) CT: 1 day/EA Each 4 $ -

4156 Topsoil (AHS DOC 650) CT: 10 CY/day Cubic Yard 75 $ -

4157 Seeding (AHS) DOC 652) CT: 2 Acre/day Acre 5 $ -

4158 Solid Sodding (AHS DOC 654) CT: 100 SY/day

Square Yard 3150 $ -

4159 Mulching, Class A Type 1 (AHS DOC 656) CT:

2 Acre/dy Acre 5 $ -

4160 Erosion Control Netting, Class B (AHS DOC

659) CT: 120 SY/day

Square Yard 1700 $ -

4161 Hay Bales (AHS DOC 665) CT: 10 EA/day Each 25 $ -

4162 Silt Fence, Type A (AHS DOC 665) CT: 50 LF/day Linear Foot 3600 $ -

4163 Wattles (AHS DOC 665) CT: 100 LF/day Linear Foot 400 $ -

4164 Floating Basin Boom Type 1 (AHS DOC 665) CT 50 LF/day Linear Foot 400 $ -

(This CLIN Information Only ) 4165 TRAFFIC AND AIRFIELD STRIPE (AHS DOC 701)

4166 Solid 4" Class 1, Type A CT: 5 MI/day (Note:

Reflective Paint for Roadways) Miles 67 $ -

4167 Solid 4" Class 1, Type A CT: 400 LF/day (Note: Reflective Paint for Parking Lots) Linear Foot 32000 $ -

4168 Solid 6" Class 1, Type A CT: 5 MI/day (Note:

Reflective Paint for Roadways or Airfields) Miles 20

4169 Solid 6" Class 1, Type B CT: 5 MI/day (Note:

Non-reflective Paint for Airfields) Miles 8 $ -

4170 Solid 4" Class 2, Type A CT: 3 MI/day (Note:

Reflective Thermoplastic for Roadways) Miles 12

4171 Solid 5" Class 2, Type A CT: 3 MI/day (Note:

Reflective Thermoplastic for Roadways) Miles 15

4172 Broken 4" Class 1, Type A CT: 5 MI/day (Note: for roadways) Miles 4 $ -

4173 Broken 4" Class 2, Type A CT: 3 MI/day (Note: for roadways) Miles 5 $ -

4174 Broken 6" Class 1, Type A CT: 5 MI/day (Note: for roadways) Miles 4 $ -

4175 Broken 5" Class 2, Type A CT: 3 MI/day (Note: for roadways) Miles 6 $ -

4176 Dotted 4" Class 2, Type A CT: 750 LF/day Linear Foot 980 $ -

4177 Dotted 5" Class 2, Type A CT: 750 LF/day Linear Foot 1200 $ -

4178 Solid or Broken Temporary Traffic Stripe CT: 2 MI/day Miles 38 $ -

4179 Solid or Broken Stripe Removed CT: 2 MI/day Miles 4 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

(This CLIN Information Only) 4180 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

4187 Removal of Traffic Control Markings or Legends CT: 1,500 SF/day Square Foot 40 $ -

4188 Temporary Traffic Control Markings or Legends CT: 500 SF/day Square Foot 9000 $ -

4189 Pavement Markers, Class A, Type 1 or 2 (AHS DOC 705) CT: 500 SF/day Each 400 $ -

(This CLIN Information Only) 4190 ROADWAY SIGNS (AHS DOC 710)

4191 Class 4, Aluminum Flat Sign Panels CT: 15 SF/day Square Foot 45 $ -

4192 Roadway Sign Post (Green Baked) CT: 100 LF/day Linear Foot 100 $ -

4193 Removal of Existing Roadway Signs CT: 10 EA/day Each 90 $ -

4194 Roadway Sign Relocation (AHS DOC 711) CT: 5 EA/day Each 12 $ -

(This CLIN Information Only) 4195

PC WHEEL STOP PARKING BARRIER-

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

4196 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

4199 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

ITEM NO. DESCRIPTION UNIT Quantities PRICE

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

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

Each 4

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 4