OptionYearICLINInfoSheet.pdf

Attachment 1 Option Year I

BIDDING SCHEDULE OPTION YEAR I UNIT

ITEM NO. DESCRIPTION UNIT Quantities PRICE

1001 Clearing and Grubbing (AHS DOC 201) Completion Time (CT): 3 days/2 Acre Acre 4 $ -

1002 Removing Trees (AHS DOC 201) CT: 3 Trees/day Each 4 $ -

1003 Removing Concrete Sidewalk (AHS DOC 206) CT: 25 SY/day Square Yard 120 $ -

1004 Removing Concrete Pavement (AHS DOC 206) CT: 25 SY/day Square Yard 400 $ -

1005 Removing Asphalt Pavement (AHS DOC 206) CT: 25 SY/day Square Yard 1750 $ -

1006 Removing Pipe (6"-24") (AHS DOC 206) CT: 50 LF/day Linear Foot 20 $ -

1007 Removing Large Pipe (30"-60") (AHS DOC 206) CT: 50 LF/day Linear Foot 5 $ -

1008 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

1010 Removing Curb (AHS DOC 206) CT: 50 LF/day Linear Foot 230 $ -

1011 Removing Combination Curb & Gutter (AHS DOC 206) CT: 50 LF/day Linear Foot 55 $ -

1012 Removing Guardrail (AHS DOC 206) CT: 50 LF/day Linear Foot 125 $ -

1013 Removing Rail Road Track (AHS DOC 206) CT: 25 LF/day Linear Foot 25 $ -

1014 Removing Headwall (6"-24") (AHS DOC 206) CT: 2 days/ea Each 4 $ -

1015 Removing Large Headwall (30"-60") (AHS DOC

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

1016 Removing Inlet (6"-24") (AHS DOC 206) CT: 3 days/EA Each 4 $ -

1017 Removing Large Inlet (30"-60") (AHS DOC 206) CT: 3 days/ea Each 4 $ -

(This CLIN Information Only) 1018 UNCLASSIFIED EXCAVATION (AHS DOC 210)

1019 Unclassified Excavation (0-100 CY) CT: 100 CY/day Cubic Yard 60 $ -

1020 Unclassified Excavation (101-1000 CY) CT: 100 CY/day Cubic Yard 200 $ -

1021 Unclassified Excavation (>1,000 CY) CT: 100 CY/day Cubic Yard 5750 $ -

1022 Muck Excavation (AHS DOC 210) CT: 25 CY/day Cubic Yard 13 $ -

(This CLIN Information Only) 1023 BORROW EXCAVATION (AHS DOC 210) (Note: All Testing Included in Unit Price)

1024 Borrow Excavation (0-100 CY) CT: 100 CY/day Cubic Yard 120 $ -

1025 Borrow Excavation (101-500 CY) CT: 100 CY/day Cubic Yard 130 $ -

1026 Borrow Excavation (>500 CY) CT: 100 CY/day Cubic Yard 3650 $ -

1027 Machine Grading Shoulders (AHS DOC 212) (Note: 1 STA=100 LF) CT: 3 STA/day Station 135

1028 Structure Excavation (AHS DOC 214) CT: 75 CY/day Cubic Yard 100 $ -

1029 Foundation Backfill (AHS DOC 214) CT: 10 CY/day Cubic Yard 25 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

(This CLIN Information Only) 1030 ROADBED PROCESSING (AHS DOC 230)

1031 Roadbed Processing (0-2,000 SY) CT: 100 SY/day Square Yard 500 $ -

1032 Roadbed Processing (>2,000 SY) CT: 100 SY/day Square Yard 3850 $ -

1033 Pneumatic Roller Compaction CT: 250 SY/day Square Yard 4 $ -

1034 Roadbed Stabilizing Material (AHS DOC 231) CT: 5 Tons/day Ton 20 $ -

(This CLIN Information Only) 1035

GRANULAR SOIL BASE COURSE (6"

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

1036 Granular Soil Base Course (0-2,000 SY) CT: 250 SY/day Square Yard 1750 $ -

1037 Granular Soil Base Course (>2,000 SY) CT: 250 SY/day Square Yard 3500 $ -

(This CLIN Information Only) 1038

SOIL AGGREGATE BASE COURSE (6"

Compacted Thickness) (AHS DOC 301)

(Note: All Testing Included in Unit Price)

1039 Soil Aggregate Base Course (0-2,000 SY) CT:

100 SY/day Square Yard 100 $ -

1040 Soil Aggregate Base Course (>2,000 SY) CT: 100 SY/day Square Yard 400 $ -

(This CLIN Information Only) 1041

CRUSHED AGGREGATE BASE COURSE (6"

Compacted Thickness) (AHS DOC 301)

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

1042 Crushed Aggregate Base Course (0-2,000 SY) CT: 100 SY/day Square Yard 500 $ -

1043 Crushed Aggregate Base Course (>2,000 SY) CT: 100 SY/day Square Yard 5250 $ -

1044 Compaction Test (Nuclear Method (AHS DOC

306) CT: N/A Each 4 $ -

1045 Proctor Density Test (AHS DOC 306) CT: 2 Ea/day Each 4 $ -

1046 Bituminous Treatment Prime Coat A (AHS DOC

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

1047 Bituminous Surface Treatment J (AHS DOC

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

1048 Bituminous Surface Treatment K (AHS DOC

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

1049 Bituminous Surface Treatment L (AHS DOC

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

1050 Slurry Seal Coat Type 1 (AHS DOC 402) CT: 10 days/5,000 SY Square Yard 4 $ -

1051 Slurry Seal Coat Type 2 (AHS DOC 402) CT: 10 days/5,000 SY Square Yard 4 $ -

1052 Tack Coat (AHS DOC 405) CT: 200 GA/day Gallon 5500 $ -

(This CLIN Information Only) 1053

PLANNING (MILLING) OF EXISTING

PAVEMENT (TO 1" THICKNESS) (AHS DOC

408)

1054 Planning (Milling) of Existing Pavement (To 1" Thickness) (0-5,000 SY) CT: 500 SY/day Square Yard 1500 $ -

1055 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) 1056

ADDITIONAL PLANNING (MILLING)

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

SY increments)

1057 Additional Planning (Milling) Pavement (From 1" to 3") (0-5,000 SY) CT: 500 SY/day Square Yard 1500

1058 Additional Planning (Milling) Pavement (From 1" to 3") (>5,000 SY) CT: 500 SY/day Square Yard 22500

(This CLIN Information Only)1059 AIRFIELD PAVEMENT (TS DOC) (UFGS 32 12 15)

1060 Airfield Pavement (0-500 Tons) CT: 250 Tons/day Ton 100 $ -

1061 Airfield Pavement (>500 Tons) CT: 250 Tons/day Ton 4250 $ -

(This CLIN Information Only) 1062

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) 1065

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) 1068

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) 1071

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) 1075

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) 1079

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) 1082

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

1084 Superpave Bituminous Concrete Wearing Layer- Leveling (3/8") (>250 Tons) CT: 25 Tons/day Ton 350

(This CLIN Information Only) 1085

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

1088 Aggregate Surfacing (AHS DOC 430) (Note: 1 Ton = 4.45 SY @ 6" thick) CT: 100 Tons/day Ton 100

1089 Plain or Reinforced Cement Concrete Pavement 4" Thick (AHS DOC 450) CT: 25 SY/day Square Yard 525

1090 Plain or Reinforced Cement Concrete Pavement 6" Thick (AHS DOC 450) CT: 25 SY/day Square Yard 450

1091 Plain or Reinforced Cement Concrete Pavement 8" Thick (AHS DOC 450) CT: 25 SY/day Square Yard 550

1092 Plain or Reinforced Cement Concrete Pavement 12" Thick (AHS DOC 450) CT: 25 SY/day Square Yard 50

1093 6"x6"-W4.0xW4.0 Welded Wire Fabric (AHS DOC 502) CT: N/A Square Yard 1500 $ -

1094 4"x4" - W4.0xW4.0 Welded Wire Fabric (AHS DOC 502) CT: N/A Square Yard 400 $ -

1095 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

1098 12" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

1099 18" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

1100 24" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

1101 30" Roadway Pipe Class 3 R. C. Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

1102 36" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

1103 48" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

1104 60" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day Linear Foot 48 $ -

(This CLIN Information Only) 1105 6" UNDERDRAIN PIPE, TYPE 9 OR 10 (AHS

DOC 606)

1106 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

1110 Paving Geotextiles (AHS DOC 607) CT: 250 SY/day Square Yard 12 $ -

1111 Asphalt Sealant (AHS DOC 607) CT: N/A Gallon 100 $ -

1112 Loose Riprap, Class 1 or 2 (AHS DOC 610 CT: 15 Tons/day Ton 450 $ -

1113 Filter Blanket, Geotextile Non-Woven (AHS DOC 610) CT: N/A Square Yard 470 $ -

1114 Slope Paving (AHS DOC 614) CT: 2 CY/day Cubic Yard 200 $ -

Reinforced Slope Paving (AHS DOC 614), included reinforcement is Item 1093 CT: 2

CY/day Cubic Yard 125

Reinforced Concrete Sidewalk 4" Thick (AHS

DOC 618), included reinforcement is Item 1093 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

1118 12" Pipe End Treatment, Class 1 (AHS DOC

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

1119 12" Pipe End Treatment, Class 2 (AHS DOC

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

1120 18" Pipe End Treatment, Class 1 (AHS DOC

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

1121 18" Pipe End Treatment, Class 2 (AHS DOC

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

1122 24" Pipe End Treatment, Class 1 (AHS DOC

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

ITEM NO. DESCRIPTION UNIT Quantities PRICE

1123 24" Pipe End Treatment, Class 2 (AHS DOC

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

1124 30" Pipe End Treatment, Class 1 (AHS DOC

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

1125 30" Pipe End Treatment, Class 2 (AHS DOC

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

1126 36" Pipe End Treatment, Class 1 (AHS DOC

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

1127 36" Pipe End Treatment, Class 2 (AHS DOC

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

1128 Minor Structure Concrete (0-5 CY) (AHS DOC

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

1129 Minor Structure Concrete (>5 CY) (AHS DOC

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

1130 Junction Boxes, Type 1 (AHS DOC 621) CT: 3 EA/day Each 4 $ -

1131 Junction Box Unit, Type 1 (AHS DOC 621) CT:

N/A Each 4 $ -

1132 Inlets, Type B (AHS DOC 621) CT: 3 days/EA Each 4 $ -

1133 Inlet Units, Type B (AHS DOC 621) CT: N/A Each 4 $ -

1134 Inlets, Type C (AHS DOC 621) CT: 3 days/EA Each 5 $ -

1135 Inlet Units, Type C (AHS DOC 621) CT: N/A Each 7 $ -

1136 Inlets, Type S-3, One Wing (AHS DOC 621) CT: 3 days/EA Each 4 $ -

1137 Inlets, Type SE-Two Wings (AHS DOC 621) CT: 3 days/EA Each 4 $ -

1138 Inlet Units, Type S3 (AHS DOC 621) CT: N/A Each 4 $ -

1139 Manholes, Type M (AHS DOC 621) CT: N/A Each 4 $ -

1140 Manhole Units, Type M (AHS DOC 621) CT:

N/A Each 5 $ -

1141 Manhole Covers Reset (AHS DOC 622) CT: 1 day/EA Each 4 $ -

1142 Gratings Reset (AHS DOC 622) CT: 1 day/EA Each 4 $ -

1143 Concrete Gutter (AHS DOC 623) CT: 15 LF/day Linear Foot 100 $ -

(This CLIN Information Only) 1144 CONCRETE CURB, TYPE N (AHS DOC 623)

1145 Concrete Curb, Type N (0-250 LF) CT: 50 LF/day Linear Foot 120 $ -

1146 Concrete Curb, Type N (>250 LF) CT: 50 LF/day Linear Foot 400 $ -

(This CLIN Information Only) 1147 COMBINATION CURB AND GUTTER, TYPE C

(AHS DOC 623)

1148 Combination Curb and Gutter, Type C (0-250 LF) CT: 50 LF/day Linear Foot 60 $ -

1149 Combination Curb and Gutter Type C (>250 LF/day) CT: 50 LF/day Linear Foot 378 $ -

1150 Steel Beam Guardrail, Class A (AHS DOC 630) CT: 50 LF/day Linear Foot 300 $ -

1151 Steel Beam Guardrail, Class B (AHS DOC 630) CT: 50 LF/day Linear Foot 300 $ -

1152 Guardrail End Anchor, Type 10 (AHS DOC 630) CT: 2 days/EA Each 4 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

1153 Guardrail End Anchor, Type Special (AHS DOC

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

1154 Water Meters Reset (AHS DOC 643) CT: 1 day/EA Each 4 $ -

1155 Valve Boxes Reset (AHS DOC 643) CT: 1 day/EA Each 4 $ -

1156 Topsoil (AHS DOC 650) CT: 10 CY/day Cubic Yard 75 $ -

1157 Seeding (AHS) DOC 652) CT: 2 Acre/day Acre 5 $ -

1158 Solid Sodding (AHS DOC 654) CT: 100 SY/day Square Yard 3150 $ -

1159 Mulching, Class A Type 1 (AHS DOC 656) CT:

2 Acre/dy Acre 5 $ -

1160 Erosion Control Netting, Class B (AHS DOC

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

1161 Hay Bales (AHS DOC 665) CT: 10 EA/day Each 25 $ -

1162 Silt Fence, Type A (AHS DOC 665) CT: 50 LF/day Linear Foot 3600 $ -

1163 Wattles (AHS DOC 665) CT: 100 LF/day Linear Foot 400 $ -

1164 Floating Basin Boom Type 1 (AHS DOC 665) CT 50 LF/day Linear Foot 400 $ -

(This CLIN Information Only ) 1165 TRAFFIC AND AIRFIELD STRIPE (AHS DOC 701)

1166 Solid 4" Class 1, Type A CT: 5 MI/day (Note:

Reflective Paint for Roadways) Miles 67 $ -

1167 Solid 4" Class 1, Type A CT: 400 LF/day (Note: Reflective Paint for Parking Lots) Linear Foot 32000 $ -

1168 Solid 6" Class 1, Type A CT: 5 MI/day (Note:

Reflective Paint for Roadways or Airfields) Miles 20

1169 Solid 6" Class 1, Type B CT: 5 MI/day (Note:

Non-reflective Paint for Airfields) Miles 8 $ -

1170 Solid 4" Class 2, Type A CT: 3 MI/day (Note:

Reflective Thermoplastic for Roadways) Miles 12

1171 Solid 5" Class 2, Type A CT: 3 MI/day (Note:

Reflective Thermoplastic for Roadways) Miles 15

1172 Broken 4" Class 1, Type A CT: 5 MI/day (Note:

for roadways) Miles 4 $ -

1173 Broken 4" Class 2, Type A CT: 3 MI/day (Note:

for roadways) Miles 5 $ -

1174 Broken 6" Class 1, Type A CT: 5 MI/day (Note:

for roadways) Miles 4 $ -

1175 Broken 5" Class 2, Type A CT: 3 MI/day (Note:

for roadways) Miles 6 $ -

1176 Dotted 4" Class 2, Type A CT: 750 LF/day Linear Foot 980 $ -

1177 Dotted 5" Class 2, Type A CT: 750 LF/day Linear Foot 1200 $ -

1178 Solid or Broken Temporary Traffic Stripe CT: 2 MI/day Miles 38 $ -

1179 Solid or Broken Stripe Removed CT: 2 MI/day Miles 4 $ -

ITEM NO. DESCRIPTION UNIT Quantities PRICE

(This CLIN Information Only) 1180 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

1187 Removal of Traffic Control Markings or Legends CT: 1,500 SF/day Square Foot 40 $ -

1188 Temporary Traffic Control Markings or Legends CT: 500 SF/day Square Foot 9000 $ -

1189 Pavement Markers, Class A, Type 1 or 2 (AHS DOC 705) CT: 500 SF/day Each 400 $ -

(This CLIN Information Only) 1190 ROADWAY SIGNS (AHS DOC 710)

1191 Class 4, Aluminum Flat Sign Panels CT: 15 SF/day Square Foot 45 $ -

1192 Roadway Sign Post (Green Baked) CT: 100 LF/day Linear Foot 100 $ -

1193 Removal of Existing Roadway Signs CT: 10 EA/day Each 90 $ -

1194 Roadway Sign Relocation (AHS DOC 711) CT:

5 EA/day Each 12 $ -

(This CLIN Information Only) 1195

PC WHEEL STOP PARKING BARRIER-

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

1196 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

1199 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 1