BaseCLINInfoSheet.pdf

Attachment 1 Base Year

BIDDING SCHEDULE BASE YEAR UNIT

ITEM NO. DESCRIPTION UNIT Quantities PRICE

0001 Clearing and Grubbing (AHS DOC 201) Completion Time (CT): 3 days/2 Acre Acre 4 $ -

0002 Removing Trees (AHS DOC 201) CT: 3 Trees/day Each 4 $ -

0003 Removing Concrete Sidewalk (AHS DOC 206) CT: 25 SY/day Square Yard 120 $ -

0004 Removing Concrete Pavement (AHS DOC 206) CT: 25 SY/day Square Yard 400 $ -

0005 Removing Asphalt Pavement (AHS DOC 206) CT: 25 SY/day Square Yard 1750 $ -

0006 Removing Pipe (6"-24") (AHS DOC 206) CT: 50 LF/day Linear Foot 20 $ -

0007 Removing Large Pipe (30"-60") (AHS DOC 206) CT: 50 LF/day Linear Foot 5 $ -

0008 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

0010 Removing Curb (AHS DOC 206) CT: 50 LF/day Linear Foot 230 $ -

0011 Removing Combination Curb & Gutter (AHS DOC 206) CT: 50 LF/day Linear Foot 55 $ -

0012 Removing Guardrail (AHS DOC 206) CT: 50 LF/day Linear Foot 125 $ -

0013 Removing Rail Road Track (AHS DOC 206) CT: 25 LF/day Linear Foot 25 $ -

0014 Removing Headwall (6"-24") (AHS DOC 206) CT: 2 days/ea Each 4 $ -

0015 Removing Large Headwall (30"-60") (AHS DOC

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

0016 Removing Inlet (6"-24") (AHS DOC 206) CT: 3 days/EA Each 4 $ -

0017 Removing Large Inlet (30"-60") (AHS DOC 206) CT: 3 days/ea Each 4 $ -

(This CLIN Information Only) 0018 UNCLASSIFIED EXCAVATION (AHS DOC 210)

0019 Unclassified Excavation (0-100 CY) CT: 100 CY/day Cubic Yard 60 $ -

0020 Unclassified Excavation (101-1000 CY) CT: 100 CY/day Cubic Yard 200 $ -

0021 Unclassified Excavation (>1,000 CY) CT: 100 CY/day Cubic Yard 5750 $ -

0022 Muck Excavation (AHS DOC 210) CT: 25 CY/day Cubic Yard 13 $ -

(This CLIN Information Only) 0023 BORROW EXCAVATION (AHS DOC 210) (Note: All Testing Included in Unit Price)

0024 Borrow Excavation (0-100 CY) CT: 100 CY/day Cubic Yard 120 $ -

0025 Borrow Excavation (101-500 CY) CT: 100 CY/day Cubic Yard 130 $ -

0026 Borrow Excavation (>500 CY) CT: 100 CY /day Cubic Yard 3650 $ -

0027 Machine Grading Shoulders (AHS DOC 212) (Note: 1 STA=100 LF) CT: 3 STA/day Station 135

0028 Structure Excavation (AHS DOC 214) CT: 75 CY/day Cubic Yard 100 $ -

0029 Foundation Backfill (AHS DOC 214) CT: 10 CY/day Cubic Yard 25 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

(This CLIN Information Only) 0030 ROADBED PROCESSING (AHS DOC 230)

0031 Roadbed Processing (0-2,000 SY) CT: 100 SY/day Square Yard 500 $ -

0032 Roadbed Processing (>2,000 SY) CT: 100 SY/day Square Yard 3850 $ -

0033 Pneumatic Roller Compaction CT: 250 SY/day Square Yard 4 $ -

0034 Roadbed Stabilizing Material (AHS DOC 231) CT: 5 Tons/day Ton 20 $ -

(This CLIN Information Only) 0035

GRANULAR SOIL BASE COURSE (6"

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

0036 Granular Soil Base Course (0-2,000 SY) CT: 250 SY/day Square Yard 1750 $ -

0037 Granular Soil Base Course (>2,000 SY) CT: 250 SY/day Square Yard 3500 $ -

(This CLIN Information Only) 0038

SOIL AGGREGATE BASE COURSE (6"

Compacted Thickness) (AHS DOC 301)

(Note: All Testing Included in Unit Price)

0039 Soil Aggregate Base Course (0-2,000 SY) CT:

100 SY/day Square Yard 100 $ -

0040 Soil Aggregate Base Course (>2,000 SY) CT: 100 SY/day Square Yard 400 $ -

(This CLIN Information Only) 0041

CRUSHED AGGREGATE BASE COURSE (6"

Compacted Thickness) (AHS DOC 301)

(Note: All Testing Included in Unit Price) Note: 1 Ton = 3 SY

0042 Crushed Aggregate Base Course (0-2,000 SY) CT: 100 SY/day Square Yard 500 $ -

0043 Crushed Aggregate Base Course (>2,000 SY) CT: 100 SY/day Square Yard 5250 $ -

0044 Compaction Test (Nuclear Method (AHS DOC

306) CT: N/A Each 4 $ -

0045 Proctor Density Test (AHS DOC 306) CT: 2 Ea/day Each 4 $ -

0046 Bituminous Treatment Prime Coat A (AHS DOC

401) CT: N/A Square Yard 1250 $ -

0047 Bituminous Surface Treatment J (AHS DOC

401) CT: 250 SY/day Square Yard 7250 $ -

0048 Bituminous Surface Treatment K (AHS DOC

401) CT: 250 SY/day Square Yard 4 $ -

0049 Bituminous Surface Treatment L (AHS DOC

401) CT: 250 SY/day Square Yard 4 $ -

0050 Slurry Seal Coat Type 1 (AHS DOC 402) CT: 10 days/5,000 SY Square Yard 4 $ -

0051 Slurry Seal Coat Type 2 (AHS DOC 402) CT: 10 days/5,000 SY Square Yard 4 $ -

0052 Tack Coat (AHS DOC 405) CT: 200 GA/day Gallon 5500 $ -

(This CLIN Information Only) 0053

PLANNING (MILLING) OF EXISTING

PAVEMENT (TO 1" THICKNESS) (AHS DOC

408)

0054 Planning (Milling) of Existing Pavement (To 1" Thickness) (0-5,000 SY) CT: 500 SY/day Square Yard 1500 $ -

0055 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) 0056

ADDITIONAL PLANNING (MILLING)

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

SY increments)

0057 Additional Planning (Milling) Pavement (From 1" to 3") (0-5,000 SY) CT: 500 SY/day Square Yard 1500

0058 Additional Planning (Milling) Pavement (From 1" to 3") (>5,000 SY) CT: 500 SY/day Square Yard 22500

(This CLIN Information Only) 0059 AIRFIELD PAVEMENT (TS DOC) (UFGS 32 12 15)

0060 Airfield Pavement (0-500 Tons) CT: 250 Tons/day Ton 100 $ -

0061 Airfield Pavement (>500 Tons) CT: 250 Tons/day Ton 4250 $ -

(This CLIN Information Only) 0062

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) 0065

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) 0068

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) 0071

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) 0075

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) 0079

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) 0082

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

0084 Superpave Bituminous Concrete Wearing Layer- Leveling (3/8") (>250 Tons) CT: 25 Tons/day Ton 350

(This CLIN Information Only) 0085

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

0088 Aggregate Surfacing (AHS DOC 430) (Note: 1 Ton = 4.45 SY @ 6" thick) CT: 100 Tons/day Ton 100

0089 Plain or Reinforced Cement Concrete Pavement 4" Thick (AHS DOC 450) CT: 25 SY/day Square Yard 525

0090 Plain or Reinforced Cement Concrete Pavement 6" Thick (AHS DOC 450) CT: 25 SY/day Square Yard 450

0091 Plain or Reinforced Cement Concrete Pavement 8" Thick (AHS DOC 450) CT: 25 SY/day Square Yard 550

0092 Plain or Reinforced Cement Concrete Pavement 12" Thick (AHS DOC 450) CT: 25 SY/day Square Yard 50

0093 6"x6"-W4.0xW4.0 Welded Wire Fabric (AHS DOC 502) CT: N/A Square Yard 1500 $ -

0094 4"x4" - W4.0xW4.0 Welded Wire Fabric (AHS DOC 502) CT: N/A Square Yard 400 $ -

0095 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

Cubic Yard 4

0098 12" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

0099 18" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

0100 24" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

0101 30" Roadway Pipe Class 3 R. C. Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

0102 36" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

0103 48" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

0104 60" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

(This CLIN Information Only) 0105 6" UNDERDRAIN PIPE, TYPE 9 OR 10 (AHS

DOC 606)

0106 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

0110 Paving Geotextiles (AHS DOC 607) CT: 250 SY/day Square Yard 12 $ -

0111 Asphalt Sealant (AHS DOC 607) CT: N/A Gallon 100 $ -

0112 Loose Riprap, Class 1 or 2 (AHS DOC 610 CT: 15 Tons/day Ton 450 $ -

0113 Filter Blanket, Geotextile Non-Woven (AHS DOC 610) CT: N/A Square Yard 470 $ -

0114 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 0093 CT: 10 SY/day

Square Yard 300

Reinforced Concrete Driveway 6" Thick (AHS

DOC 618) CT: 10 SY/day, included reinforcement is Item 0093

Square Yard 110

0118 12" Pipe End Treatment, Class 1 (AHS DOC

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

0119 12" Pipe End Treatment, Class 2 (AHS DOC

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

0120 18" Pipe End Treatment, Class 1 (AHS DOC

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

0121 18" Pipe End Treatment, Class 2 (AHS DOC

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

0122 24" Pipe End Treatment, Class 1 (AHS DOC

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

ITEM NO. DESCRIPTION UNIT Quantities PRICE

0123 24" Pipe End Treatment, Class 2 (AHS DOC

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

0124 30" Pipe End Treatment, Class 1 (AHS DOC

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

0125 30" Pipe End Treatment, Class 2 (AHS DOC

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

0126 36" Pipe End Treatment, Class 1 (AHS DOC

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

0127 36" Pipe End Treatment, Class 2 (AHS DOC

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

0128 Minor Structure Concrete (0-5 CY) (AHS DOC

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

0129 Minor Structure Concrete (>5 CY) (AHS DOC

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

0130 Junction Boxes, Type 1 (AHS DOC 621) CT: 3 EA/day Each 4 $ -

0131 Junction Box Unit, Type 1 (AHS DOC 621) CT:

N/A Each 4 $ -

0132 Inlets, Type B (AHS DOC 621) CT: 3 days/EA Each 4 $ -

0133 Inlet Units, Type B (AHS DOC 621) CT: N/A Each 4 $ -

0134 Inlets, Type C (AHS DOC 621) CT: 3 days/EA Each 5 $ -

0135 Inlet Units, Type C (AHS DOC 621) CT: N/A Each 7 $ -

0136 Inlets, Type S-3, One Wing (AHS DOC 621) CT: 3 days/EA Each 4 $ -

0137 Inlets, Type SE-Two Wings (AHS DOC 621) CT: 3 days/EA Each 4 $ -

0138 Inlet Units, Type S3 (AHS DOC 621) CT: N/A Each 4 $ -

0139 Manholes, Type M (AHS DOC 621) CT: N/A Each 4 $ -

0140 Manhole Units, Type M (AHS DOC 621) CT:

N/A Each 5 $ -

0141 Manhole Covers Reset (AHS DOC 622) CT: 1 day/EA Each 4 $ -

0142 Gratings Reset (AHS DOC 622) CT: 1 day/EA Each 4 $ -

0143 Concrete Gutter (AHS DOC 623) CT: 15 LF/day Linear Foot 100 $ -

(This CLIN Information Only) 0144 CONCRETE CURB, TYPE N (AHS DOC 623)

0145 Concrete Curb, Type N (0-250 LF) CT: 50 LF/day Linear Foot 120 $ -

0146 Concrete Curb, Type N (>250 LF) CT: 50 LF/day Linear Foot 400 $ -

(This CLIN Information Only) 0147 COMBINATION CURB AND GUTTER, TYPE C

(AHS DOC 623)

0148 Combination Curb and Gutter, Type C (0-250 LF) CT: 50 LF/day Linear Foot 60 $ -

0149 Combination Curb and Gutter Type C (>250 LF/day) CT: 50 LF/day Linear Foot 378 $ -

0150 Steel Beam Guardrail, Class A (AHS DOC 630) CT: 50 LF/day Linear Foot 300 $ -

0151 Steel Beam Guardrail, Class B (AHS DOC 630) CT: 50 LF/day Linear Foot 300 $ -

0152 Guardrail End Anchor, Type 10 (AHS DOC 630) CT: 2 days/EA Each 4 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

0153 Guardrail End Anchor, Type Special (AHS DOC

630) CT: 5 days/EA Each 4 $ -

0154 Water Meters Reset (AHS DOC 643) CT: 1 day/EA Each 4 $ -

0155 Valve Boxes Reset (AHS DOC 643) CT: 1 day/EA Each 4 $ -

0156 Topsoil (AHS DOC 650) CT: 10 CY/day Cubic Yard 75 $ -

0157 Seeding (AHS) DOC 652) CT: 2 Acre/day Acre 5 $ -

0158 Solid Sodding (AHS DOC 654) CT: 100 SY/day Square Yard 3150 $ -

0159 Mulching, Class A Type 1 (AHS DOC 656) CT:

2 Acre/dy Acre 5 $ -

0160 Erosion Control Netting, Class B (AHS DOC

659) CT: 120 SY/day Square Yard 1700 $ -

0161 Hay Bales (AHS DOC 665) CT: 10 EA/day Each 25 $ -

0162 Silt Fence, Type A (AHS DOC 665) CT: 50 LF/day Linear Foot 3600 $ -

0163 Wattles (AHS DOC 665) CT: 100 LF/day Linear Foot 400 $ -

0164 Floating Basin Boom Type 1 (AHS DOC 665) CT 50 LF/day Linear Foot 400 $ -

(This CLIN Information Only) 0165 TRAFFIC AND AIRFIELD STRIPE (AHS DOC 701)

0166 Solid 4" Class 1, Type A CT: 5 MI/day (Note:

Reflective Paint for Roadways) Miles 67 $ -

0167 Solid 4" Class 1, Type A CT: 400 LF/day (Note: Reflective Paint for Parking Lots) Linear Foot 32000 $ -

0168 Solid 6" Class 1, Type A CT: 5 MI/day (Note:

Reflective Paint for Roadways or Airfields) Miles 20

0169 Solid 6" Class 1, Type B CT: 5 MI/day (Note:

Non-reflective Paint for Airfields) Miles 8 $ -

0170 Solid 4" Class 2, Type A CT: 3 MI/day (Note:

Reflective Thermoplastic for Roadways) Miles 12

0171 Solid 5" Class 2, Type A CT: 3 MI/day (Note:

Reflective Thermoplastic for Roadways) Miles 15

0172 Broken 4" Class 1, Type A CT: 5 MI/day (Note:

for roadways) Miles 4 $ -

0173 Broken 4" Class 2, Type A CT: 3 MI/day (Note:

for roadways) Miles 5 $ -

0174 Broken 6" Class 1, Type A CT: 5 MI/day (Note:

for roadways) Miles 4 $ -

0175 Broken 5" Class 2, Type A CT: 3 MI/day (Note:

for roadways) Miles 6

0176 Dotted 4" Class 2, Type A CT: 750 LF/day Linear Foot 980 $ -

0177 Dotted 5" Class 2, Type A CT: 750 LF/day Linear Foot 1200 $ -

0178 Solid or Broken Temporary Traffic Stripe CT: 2 MI/day Miles 38 $ -

0179 Solid or Broken Stripe Removed CT: 2 MI/day Miles 4 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

(This CLIN Information Only) 0180 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

0187 Removal of Traffic Control Markings or Legends CT: 1,500 SF/day Square Foot 40 $ -

0188 Temporary Traffic Control Markings or Legends CT: 500 SF/day Square Foot 9000 $ -

0189 Pavement Markers, Class A, Type 1 or 2 (AHS DOC 705) CT: 500 SF/day Each 400 $ -

(This CLIN Information Only) 0190 ROADWAY SIGNS (AHS DOC 710)

0191 Class 4, Aluminum Flat Sign Panels CT: 15 SF/day Square Foot 45 $ -

0192 Roadway Sign Post (Green Baked) CT: 100 LF/day Linear Foot 100 $ -

0193 Removal of Existing Roadway Signs CT: 10 EA/day Each 90 $ -

0194 Roadway Sign Relocation (AHS DOC 711) CT:

5 EA/day Each 12 $ -

(This CLIN Information Only) 0195

PC WHEEL STOP PARKING BARRIER-

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

0196 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

0199 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 -$

BASE YEAR