The file's text, extracted by GovTribe without its formatting.
PRICING SCHEDULE – BASE YEAR #1
| ITEM NO. |
| DESCRIPTION |
| MINIMUM |
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE
AMOUNT
| 0100. |
| Construction Support Activities |
| 0100AA |
| Surveying and Field Work |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0100AB |
| Temporary Storm Water Pollution Control |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0101. |
| EARTHWORK (31 00 00) |
| 0101AA |
| Mobilization/Demobilization |
For Unclassified Excavation
| 0101AB |
| Unclassified Excavation |
(25-100 CY)
| 0101AC |
| Unclassified Excavation |
(Over 100 CY)
| 0101AD |
| Mobilization/Demobilization |
For Borrow (Government Furnished)
| 0101AE |
| Borrow (Government Furnished) |
(25-100 CY)
| 0101AF |
| Borrow (Government Furnished) |
(Over 100 CY)
| 0101AG |
| Mobilization/Demobilization |
For Borrow (Contractor Furnished)
| 0101AH |
| Borrow (Contractor Furnished) |
(25-100 TON)
| 0101AI |
| Borrow (Contractor Furnished) |
(Over 100 TON)
| 101 |
| TON |
| $_______ |
| $_______ |
| 0101AJ |
| Salvaging, Stockpiling, and Placing Topsoil |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0101AK |
| Existing Surface Preparation |
| 50 |
| SY |
| $_______ |
| $_______ |
| 0101AL |
| Ordinary Roadway Shaping |
| 500 |
| SY |
| $_______ |
| $_______ |
| 0101AM |
| Heavy Roadway Shaping |
| 500 |
| SY |
| $_______ |
| $_______ |
| 0101AN |
| Mobilization/Demobilization For Riprap Construction |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0101AO |
| Riprap Placement |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0101AP |
| Bedding Placement |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0102. |
| GEOTEXTILES USED FOR FILTERS AND ROAD CONSTRUCTION (31 05 22) |
| 0102AA |
| Geotextile Fabric (Road Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0102AB |
| Geotextile Fabric (Riprap Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0102AC |
| Procure Geotextile Fabric (Road Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0102AD |
| Procure Geotextile Fabric (Riprap Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0103. |
| COLD MILLING/PAVEMENT DEMOLITION (32 01 16.71) |
| 0103AA |
| Mobilization/Demobilization |
For Cold Milling (Less than 4" Milling Depth)
| 0103AB |
| Cold Milling (Less than 4" Milling Depth - 2000 SY to 3000 SY) |
| 2,000 |
| SY |
| $_______ |
| $_______ |
| 0103AC |
| Cold Milling (Less than 4" Milling Depth -Over 3000 SY) |
| 3,001 |
| SY |
| $_______ |
| $_______ |
| 0103AD |
| Mobilization/Demobilization |
For Cold Milling (Over 4" Milling Depth)
| 0103AE |
| Cold Milling (Over 4" Milling Depth - 2000 SY to 3000 SY) |
| 2,000 |
| SY |
| $_______ |
| $_______ |
| 0103AF |
| Cold Milling (Over 4" Milling Depth - Over 3000 SY) |
| 3,001 |
| SY |
| $_______ |
| $_______ |
| 0103AG |
| Mobilization/Demobilization |
For Pavement Demolition/Removal
| 0103AH |
| Pavement Demolition/Removal |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0104. |
| SEALING CRACKS IN ASPHALT PAVEMENTS (32 01 17.61) |
| 0104AA |
| Mobilization/Demobilization |
For Asphalt Crack Sealing
| 0104AB |
| Asphalt Crack Sealing |
(1,000 FT to 2,500 FT)
| 1,000 |
| FT |
| $_______ |
| $_______ |
| 0104AC |
| Asphalt Crack Sealing |
(Over 2,500 FT)
| 2,501 |
| FT |
| $_______ |
| $_______ |
| 0105. |
| MATERIAL STOCKPILING & CONCRETE & ASPHALT CRUSHING/MIXING (32 11 23) |
| 0105AA |
| Procure Riprap |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0105AB |
| Procure Spalls |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0105AC |
| Procure Filter Rock |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0105AD |
| Procure Manufactured Sand |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0105AE |
| Procure Other Material - Subbase Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0105AF |
| Procure Other Material - Gravel Cushion Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0105AG |
| Procure Other Material - Aggregate Base Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0105AH |
| Procure Other Material - Gravel Surfacing |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0105AI |
| Procure Topsoil |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0105AJ |
| Procure Composting Topsoil |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0105AK |
| Procure Riprap (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0105AL |
| Procure Spalls (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0105AM |
| Procure Other Material – Gravel Surfacing (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0105AN |
| Procure Other Material – Aggregate Base Course (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0105AO |
| Procure Topsoil (Oacoma Location) |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0105AP |
| Mobilization/Demobilization |
For Crushing & Mixing Operations
| 0105AQ |
| Concrete Crushing |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0105AR |
| Asphalt Crushing/Mixing |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0106. |
| BITUMINOUS TACK COATS (32 12 13) |
| 0106AA |
| Tack Coat Asphalt |
| 5 |
| TON |
| $_______ |
| $_______ |
| 0107. |
| HOT-MIX ASPHALT (HMA) FOR ROADS (32 12 16) |
| 0107AA |
| Mobilization/Demobilization |
For Asphalt Concrete Composite
| 0107AB |
| Asphalt Concrete Composite |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0107AC |
| Mobilization/Demobilization |
For Potholes Repair
| 0107AD |
| Pothole Repair (Deep Patch) |
| 50 |
| SF |
| $_______ |
| $_______ |
| 0108. |
| ASPHALTIC SEAL AND FOG COAT (32 12 36.13) |
| 0108AA |
| Mobilization/Demobilization |
For Emulsified Asphalt Seal Coat
| 0108AB |
| Emulsified Asphalt: CRS-2P |
(For Chip Seal) (5-10 TON)
| 0108AC |
| Emulsified Asphalt: CRS-2P |
(For Chip Seal) (Over 10 TON)
| 0108AD |
| Chip Seal Aggregate: Type 2B |
(50-100 TON)
| 0108AE |
| Chip Seal Aggregate: Type 2B |
(Over 100 TON)
| 101 |
| TON |
| $_______ |
| $_______ |
| 0108AF |
| Emulsified Asphalt: CSS-1h |
(For Flush Seal and Fog Seal) (1-5 TON)
| 0108AG |
| Emulsified Asphalt: CSS-1h |
(For Flush Seal and Fog Seal) (Over 5 TON)
| 0108AH |
| Flush Seal Aggregate |
(10-50 TON)
| 0108AI |
| Flush Seal Aggregate |
(Over 50 TON)
| 0108AJ |
| Mobilization/Demobilization |
For Vacuum Sweep
| 0108AK |
| Vacuum Sweep |
| 3,000 |
| SY |
| $_______ |
| $_______ |
| 0108AL |
| Mobilization/Demobilization |
For Power Broom
| 0108AM |
| Power Broom |
| 3,000 |
| SY |
| $_______ |
| $_______ |
| 0109. |
| AGGREGATE BASE & SURFACE COURSE (32 15 00) |
| 0109AA |
| Mobilization/Demobilization |
For Aggregate Base & Surface Course
| 0109AB |
| Subbase Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0109AC |
| Gravel Cushion Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0109AD |
| Base Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0109AE |
| Gravel Surfacing Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0110. |
| CONCRETE PAVEMENTS, SIDEWALKS, AND CURBS AND GUTTERS (32 16 19) |
| 0110AA |
| Mobilization/Demobilization |
Concrete Pavement & Sidewalk
(10 CY - 50 CY)
| 0110AB |
| Concrete Pavement & Sidewalk |
(10 CY - 50 CY)
| 0110AC |
| Mobilization/Demobilization |
Concrete Pavement & Sidewalk (Over 50 CY)
| 0110AD |
| Concrete Pavement & Sidewalk |
(Over 50 CY)
| 0110AE |
| Mobilization/Demobilization |
For Sidewalk Removal
| 0110AF |
| Sidewalk Removal |
| 50 |
| SF |
| $_______ |
| $_______ |
| 0110AG |
| Mobilization/Demobilization |
For Curb and Gutter (Cast)
Type B (Cast)
Type P (Cast)
Valley Gutter (Cast)
| 0110AK |
| Mobilization/Demobilization |
For Curb and Gutter (Slip Form)
Type B (Slip form)
Type P (Slip form)
| 0110AN |
| Epoxy Coated Rebar |
| 50 |
| LB |
| $_______ |
| $_______ |
| 0110AO |
| Plain Coated Rebar |
| 50 |
| LB |
| $_______ |
| $_______ |
| 0110AP |
| Plain Welded Wire Reinforcement |
(6x6-W2.1 x W2.1)
| 0110AQ |
| Plain Welded Wire Reinforcement |
(6x6-W2.9 x W2.9)
| 0110AR |
| Mobilization/Demobilization For Concrete Pump Truck |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0110AS |
| Concrete Placement – Boom Pump Truck |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0110AT |
| Mobilization/Demobilization for Concrete Buggy Placement |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0110AU |
| Concrete Placement - Buggy |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0110AV |
| Remove and Replace Joint Sealant |
(200 FT to 600 FT)
| 0110AW |
| Remove and Replace Joint Sealant |
(Over 600 FT)
| 0111. |
| PAVEMENT MARKING (32 17 23) |
| 0111AA |
| Mobilization/Demobilization |
For Pavement Marking (reflective, non-reflective, and painted symbols)
| 0111AB |
| Reflective Paint |
| 3,000 |
| FT |
| $_______ |
| $_______ |
| 0111AC |
| Non-reflective paint |
| 300 |
| FT |
| $_______ |
| $_______ |
Painted Symbols
| 0112AA |
| Mobilization/Demobilization |
For Seeding & Mulching
| 0112AB |
| Seed & Mulch |
| 300 |
| SY |
| $_______ |
| $_______ |
| 0112AC |
| Mobilization/Demobilization |
For Hydroseeding
| 0112AD |
| Hydroseeding |
| 300 |
| SY |
| $_______ |
| $_______ |
| 0112AE |
| Erosion Control Blanket |
| 50 |
| SY |
| $_______ |
| $_______ |
| 0113. |
| STORM DRAINAGE UTILITIES (33 40 00) |
| 0113AA |
| Mobilization/Demobilization For Pipe Culvert Construction |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0113AB |
| Furnish Pipe Culvert |
(24” RCP Arch Class 2)
| 0113AC |
| Install Pipe Culvert, 0’-5’ Deep |
(24” RCP Arch Class 2)
| 0113AD |
| Install Pipe Culvert, 5’-10’ Deep |
(24” RCP Arch Class 2)
| 0113AE |
| Furnish End Section |
(24” RCP Arch Flared)
| 0113AF |
| Install End Section |
(24” RCP Arch Flared)
| 0113AG |
| Pipe Culvert Undercut |
| 5 |
| CY |
| $_______ |
| $_______ |
Total Base Year #1 (Items 0100 thru 0113) $__________
NOTES:
-Contractor shall be aware that pricing items "Chip Seal Aggregate" and "Flush Seal Aggregate" require the Contractor to vacuum sweep and power broom as part of the application of the seal coat. Costs associated with vacuum sweeping and power brooming in accordance with application of a seal coat shall be included in these pricing items. Pricing items "Vacuum Sweep" and "Power Broom" are separate, standalone pricing items.
-Mobilization/Demobilization prices will cover all costs associated with hauling, transporting, and moving any equipment and/or materials to and from the project site. The Contractor is specifically cautioned that he will only receive one (1) mobilization/demobilization payment for similar pricing items on the same task order. For example, if the Contractor is directed to provide non-reflective pavement striping, reflective pavement striping, and non-reflective painted pavement symbols on the same task order, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee. Similarly, if the Contractor is directed to place Government Furnished Borrow material in excess of 100 CY, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee, instead of charging a fee for both the first 100 CY of Government Furnished Borrow Material and then a fee for the material in excess of 100 CY.
PRICING SCHEDULE - BASE YEAR #2
| ITEM NO. |
| DESCRIPTION |
| MINIMUM |
QUANTITY
UNIT OF
MEASURE
| 0200. |
| Construction Support Activities |
| 0200AA |
| Surveying and Field Work |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0200AB |
| Temporary Storm Water Pollution Control |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0201. |
| EARTHWORK (31 00 00) |
| 0201AA |
| Mobilization/Demobilization |
For Unclassified Excavation
| 0201AB |
| Unclassified Excavation |
(25-100 CY)
| 0201AC |
| Unclassified Excavation |
(Over 100 CY)
| 0201AD |
| Mobilization/Demobilization |
For Borrow (Government Furnished)
| 0201AE |
| Borrow(Government Furnished) |
(25-100 CY)
| 0201AF |
| Borrow(Government Furnished) |
(Over 100 CY)
| 0201AG |
| Mobilization/Demobilization |
For Borrow (Contractor Furnished)
| 0201AH |
| Borrow(Contractor Furnished) |
(25-100 TON)
| 0201AI |
| Borrow(Contractor Furnished) |
(Over 100 TON)
| 101 |
| TON |
| $_______ |
| $_______ |
| 0201AJ |
| Salvaging, Stockpiling, and Placing Topsoil |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0201AK |
| Existing Surface Preparation |
| 50 |
| SY |
| $_______ |
| $_______ |
| 0201AL |
| Ordinary Roadway Shaping |
| 500 |
| SY |
| $_______ |
| $_______ |
| 0201AM |
| Heavy Roadway Shaping |
| 500 |
| SY |
| $_______ |
| $_______ |
| 0201AN |
| Mobilization/Demobilization For Riprap Construction |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0201AO |
| Riprap Placement |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0201AP |
| Bedding Placement |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0202. |
| GEOTEXTILES USED FOR FILTERS AND ROAD CONSTRUCTION (31 05 22) |
| 0202AA |
| Geotextile Fabric (Road Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0202AB |
| Geotextile Fabric (Riprap Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0202AC |
| Procure Geotextile Fabric (Road Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0202AD |
| Procure Geotextile Fabric (Riprap Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0203. |
| COLD MILLING/PAVEMENT DEMOLITION (32 01 16.71) |
| 0203AA |
| Mobilization/Demobilization |
For Cold Milling (Less than 4" Milling Depth)
| 0203AB |
| Cold Milling (Less than 4" Milling Depth - 2000 SY to 3000 SY) |
| 2,000 |
| SY |
| $_______ |
| $_______ |
| 0203AC |
| Cold Milling (Less than 4" Milling Depth -Over 3000 SY) |
| 3,001 |
| SY |
| $_______ |
| $_______ |
| 0203AD |
| Mobilization/Demobilization |
For Cold Milling (Over 4" Milling Depth)
| 0203AE |
| Cold Milling (Over 4" Milling Depth - 2000 SY to 3000 SY) |
| 2,000 |
| SY |
| $_______ |
| $_______ |
| 0203AF |
| Cold Milling (Over 4" Milling Depth - Over 3000 SY) |
| 3,001 |
| SY |
| $_______ |
| $_______ |
| 0203AG |
| Mobilization/Demobilization |
For Pavement Demolition/Removal
| 0203AH |
| Pavement Demolition/Removal |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0204. |
| SEALING CRACKS IN ASPHALT PAVEMENTS (32 01 17.61) |
| 0204AA |
| Mobilization/Demobilization |
For Asphalt Crack Sealing
| 0204AB |
| Asphalt Crack Sealing |
(1,000 FT to 2,500 FT)
| 1,000 |
| FT |
| $_______ |
| $_______ |
| 0204AC |
| Asphalt Crack Sealing |
(Over 2,500 FT)
| 2,501 |
| FT |
| $_______ |
| $_______ |
| 0205. |
| MATERIAL STOCKPILING & CONCRETE & ASPHALT CRUSHING/MIXING (32 11 23) |
| 0205AA |
| Procure Riprap |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0205AB |
| Procure Spalls |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0205AC |
| Procure Filter Rock |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0205AD |
| Procure Manufactured Sand |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0205AE |
| Procure Other Material - Subbase Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0205AF |
| Procure Other Material - Gravel Cushion Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0205AG |
| Procure Other Material - Aggregate Base Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0205AH |
| Procure Other Material - Gravel Surfacing |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0205AI |
| Procure Topsoil |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0205AJ |
| Procure Composting Topsoil |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0205AK |
| Procure Riprap (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0205AL |
| Procure Spalls (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0205AM |
| Procure Other Material – Gravel Surfacing (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0205AN |
| Procure Other Material – Aggregate Base Course (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0205AO |
| Procure Topsoil (Oacoma Location) |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0205AP |
| Mobilization/Demobilization |
For Crushing & Mixing Operations
| 0205AQ |
| Concrete Crushing |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0205AR |
| Asphalt Crushing/Mixing |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0206. |
| BITUMINOUS TACK COATS (32 12 13) |
| 0206AA |
| Tack Coat Asphalt |
| 5 |
| TON |
| $_______ |
| $_______ |
| 0207. |
| HOT-MIX ASPHALT (HMA) FOR ROADS (32 12 16) |
| 0207AA |
| Mobilization/Demobilization |
For Asphalt Concrete Composite
| 0207AB |
| Asphalt Concrete Composite |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0207AC |
| Mobilization/Demobilization |
For Potholes Repair
| 0207AD |
| Pothole Repair (Deep Patch) |
| 50 |
| SF |
| $_______ |
| $_______ |
| 0208. |
| ASPHALTIC SEAL AND FOG COAT (32 12 36.13) |
| 0208AA |
| Mobilization/Demobilization |
For Emulsified Asphalt Seal Coat
| 0208AB |
| Emulsified Asphalt: CRS-2P |
(For Chip Seal) (5-10 TON)
| 0208AC |
| Emulsified Asphalt: CRS-2P |
(For Chip Seal) (Over 10 TON)
| 0208AD |
| Chip Seal Aggregate: Type 2B |
(50-100 TON)
| 0208AE |
| Chip Seal Aggregate: Type 2B |
(Over 100 TON)
| 101 |
| TON |
| $_______ |
| $_______ |
| 0208AF |
| Emulsified Asphalt: CSS-1h |
(For Flush Seal and Fog Seal) (1-5 TON)
| 0208AG |
| Emulsified Asphalt: CSS-1h |
(For Flush Seal and Fog Seal) (Over 5 TON)
| 0208AH |
| Flush Seal Aggregate |
(10-50 TON)
| 0208AI |
| Flush Seal Aggregate |
(Over 50 TON)
| 0208AJ |
| Mobilization/Demobilization |
For Vacuum Sweep
| 0208AK |
| Vacuum Sweep |
| 3,000 |
| SY |
| $_______ |
| $_______ |
| 0208AL |
| Mobilization/Demobilization |
For Power Broom
| 0208AM |
| Power Broom |
| 3,000 |
| SY |
| $_______ |
| $_______ |
| 0209. |
| AGGREGATE BASE & SURFACE COURSE (32 15 00) |
| 0209AA |
| Mobilization/Demobilization |
For Aggregate Base & Surface Course
| 0209AB |
| Subbase Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0209AC |
| Gravel Cushion Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0209AD |
| Base Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0209AE |
| Gravel Surfacing Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0210. |
| CONCRETE PAVEMENTS, SIDEWALKS, AND CURBS AND GUTTERS (32 16 19) |
| 0210AA |
| Mobilization/Demobilization |
Concrete Pavement & Sidewalk
(10 CY - 50 CY)
| 0210AB |
| Concrete Pavement & Sidewalk |
(10 CY - 50 CY)
| 0210AC |
| Mobilization/Demobilization |
Concrete Pavement & Sidewalk (Over 50 CY)
| 0210AD |
| Concrete Pavement & Sidewalk |
(Over 50 CY)
| 0210AE |
| Mobilization/Demobilization |
For Sidewalk Removal
| 0210AF |
| Sidewalk Removal |
| 50 |
| SF |
| $_______ |
| $_______ |
| 0210AG |
| Mobilization/Demobilization |
For Curb and Gutter (Cast)
Type B (Cast)
Type P (Cast)
Valley Gutter (Cast)
| 0210AK |
| Mobilization/Demobilization |
For Curb and Gutter (Slip Form)
Type B (Slip form)
Type P (Slip form)
| 0210AN |
| Epoxy Coated Rebar |
| 50 |
| LB |
| $_______ |
| $_______ |
| 0210AO |
| Plain Coated Rebar |
| 50 |
| LB |
| $_______ |
| $_______ |
| 0210AP |
| Plain Welded Wire Reinforcement |
(6x6-W2.1 x W2.1)
| 0210AQ |
| Plain Welded Wire Reinforcement |
(6x6-W2.9 x W2.9)
| 0210AR |
| Mobilization/Demobilization For Concrete Pump Truck |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0210AS |
| Concrete Placement – Boom Pump Truck |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0210AT |
| Mobilization/Demobilization for Concrete Buggy Placement |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0210AU |
| Concrete Placement - Buggy |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0210AV |
| Remove and Replace Joint Sealant |
(200 FT to 600 FT)
| 0210AW |
| Remove and Replace Joint Sealant |
(Over 600 FT)
| 0211. |
| PAVEMENT MARKING (32 17 23) |
| 0211AA |
| Mobilization/Demobilization |
For Pavement Marking (reflective, non-reflective, and painted symbols)
| 0211AB |
| Reflective Paint |
| 3,000 |
| FT |
| $_______ |
| $_______ |
| 0211AC |
| Non-reflective paint |
| 300 |
| FT |
| $_______ |
| $_______ |
Painted Symbols
| 0212AA |
| Mobilization/Demobilization |
For Seeding & Mulching
| 0212AB |
| Seed & Mulch |
| 300 |
| SY |
| $_______ |
| $_______ |
| 0212AC |
| Mobilization/Demobilization |
For Hydroseeding
| 0212AD |
| Hydroseeding |
| 300 |
| SY |
| $_______ |
| $_______ |
| 0212AE |
| Erosion Control Blanket |
| 50 |
| SY |
| $_______ |
| $_______ |
| 0213. |
| STORM DRAINAGE UTILITIES (33 40 00) |
| 0213AA |
| Mobilization/Demobilization For Pipe Culvert Construction |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0213AB |
| Furnish Pipe Culverts |
(24” RCP Arch Class 2)
| 0213AC |
| Install Pipe Culverts, 0’-5’ Deep |
(24” RCP Arch Class 2)
| 0213AD |
| Install Pipe Culverts, 5’-10’ Deep |
(24” RCP Arch Class 2)
| 0213AE |
| Furnish End Sections |
(24” RCP Arch Flared)
| 0213AF |
| Install End Sections |
(24” RCP Arch Flared)
| 0213AG |
| Pipe Culvert Undercut |
| 5 |
| CY |
| $_______ |
| $_______ |
Total Base Year #2 (Items 0200 thru 0213) $__________
NOTES:
-Contractor shall be aware that pricing items "Chip Seal Aggregate" and "Flush Seal Aggregate" require the Contractor to vacuum sweep and power broom as part of the application of the seal coat. Costs associated with vacuum sweeping and power brooming in accordance with application of a seal coat shall be included in these pricing items. Pricing items "Vacuum Sweep" and "Power Broom" are separate, standalone pricing items.
-Mobilization/Demobilization prices will cover all costs associated with hauling, transporting, and moving any equipment and/or materials to and from the project site. The Contractor is specifically cautioned that he will only receive one (1) mobilization/demobilization payment for similar pricing items on the same task order. For example, if the Contractor is directed to provide non-reflective pavement striping, reflective pavement striping, and non-reflective painted pavement symbols on the same task order, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee. Similarly, if the Contractor is directed to place Government Furnished Borrow material in excess of 100 CY, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee, instead of charging a fee for both the first 100 CY of Government Furnished Borrow Material and then a fee for the material in excess of 100 CY.
PRICING SCHEDULE - BASE YEAR #3
| ITEM NO. |
| DESCRIPTION |
| MINIMUM |
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE
AMOUNT
| 0300. |
| Construction Support Activities |
| 0300AA |
| Surveying and Field Work |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0300AB |
| Temporary Storm Water Pollution Control |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0301. |
| EARTHWORK (31 00 00) |
| 0301AA |
| Mobilization/Demobilization |
For Unclassified Excavation
| 0301AB |
| Unclassified Excavation |
(25-100 CY)
| 0301AC |
| Unclassified Excavation |
(Over 100 CY)
| 0301AD |
| Mobilization/Demobilization |
For Borrow (Government Furnished)
| 0301AE |
| Borrow(Government Furnished) |
(25-100 CY)
| 0301AF |
| Borrow(Government Furnished) |
(Over 100 CY)
| 0301AG |
| Mobilization/Demobilization |
For Borrow (Contractor Furnished)
| 0301AH |
| Borrow(Contractor Furnished) |
(25-100 TON)
| 0301AI |
| Borrow(Contractor Furnished) |
(Over 100 TON)
| 101 |
| TON |
| $_______ |
| $_______ |
| 0301AJ |
| Salvaging, Stockpiling, and Placing Topsoil |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0301AK |
| Existing Surface Preparation |
| 50 |
| SY |
| $_______ |
| $_______ |
| 0301AL |
| Ordinary Roadway Shaping |
| 500 |
| SY |
| $_______ |
| $_______ |
| 0301AM |
| Heavy Roadway Shaping |
| 500 |
| SY |
| $_______ |
| $_______ |
| 0301AN |
| Mobilization/Demobilization For Riprap Construction |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0301AO |
| Riprap Placement |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0301AP |
| Bedding Placement |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0302. |
| GEOTEXTILES USED FOR FILTERS AND ROAD CONSTRUCTION (31 05 22) |
| 0302AA |
| Geotextile Fabric (Road Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0302AB |
| Geotextile Fabric (Riprap Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0302AC |
| Procure Geotextile Fabric (Road Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0302AD |
| Procure Geotextile Fabric (Riprap Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0303. |
| COLD MILLING/PAVEMENT DEMOLITION (32 01 16.71) |
| 0303AA |
| Mobilization/Demobilization |
For Cold Milling (Less than 4" Milling Depth)
| 0303AB |
| Cold Milling (Less than 4" Milling Depth - 2000 SY to 3000 SY) |
| 2,000 |
| SY |
| $_______ |
| $_______ |
| 0303AC |
| Cold Milling (Less than 4" Milling Depth -Over 3000 SY) |
| 3,001 |
| SY |
| $_______ |
| $_______ |
| 0303AD |
| Mobilization/Demobilization |
For Cold Milling (Over 4" Milling Depth)
| 0303AE |
| Cold Milling (Over 4" Milling Depth - 2000 SY to 3000 SY) |
| 2,000 |
| SY |
| $_______ |
| $_______ |
| 0303AF |
| Cold Milling (Over 4" Milling Depth - Over 3000 SY) |
| 3,001 |
| SY |
| $_______ |
| $_______ |
| 0303AG |
| Mobilization/Demobilization |
For Pavement Demolition/Removal
| 0303AH |
| Pavement Demolition/Removal |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0304. |
| SEALING CRACKS IN ASPHALT PAVEMENTS (32 01 17.61) |
| 0304AA |
| Mobilization/Demobilization |
For Asphalt Crack Sealing
| 0304AB |
| Asphalt Crack Sealing |
(1,000 FT to 2,500 FT)
| 1,000 |
| FT |
| $_______ |
| $_______ |
| 0304AC |
| Asphalt Crack Sealing |
(Over 2,500 FT)
| 2,501 |
| FT |
| $_______ |
| $_______ |
| 0305. |
| MATERIAL STOCKPILING & CONCRETE & ASPHALT CRUSHING/MIXING (32 11 23) |
| 0305AA |
| Procure Riprap |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0305AB |
| Procure Spalls |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0305AC |
| Procure Filter Rock |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0305AD |
| Procure Manufactured Sand |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0305AE |
| Procure Other Material - Subbase Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0305AF |
| Procure Other Material - Gravel Cushion Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0305AG |
| Procure Other Material - Aggregate Base Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0305AH |
| Procure Other Material - Gravel Surfacing |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0305AI |
| Procure Topsoil |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0305AJ |
| Procure Composting Topsoil |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0305AK |
| Procure Riprap (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0305AL |
| Procure Spalls (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0305AM |
| Procure Other Material – Gravel Surfacing (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0305AN |
| Procure Other Material – Aggregate Base Course (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0305AO |
| Procure Topsoil (Oacoma Location) |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0305AP |
| Mobilization/Demobilization |
For Crushing & Mixing Operations
| 0305AQ |
| Concrete Crushing |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0305AR |
| Asphalt Crushing/Mixing |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0306. |
| BITUMINOUS TACK COATS (32 12 13) |
| 0306AA |
| Tack Coat Asphalt |
| 5 |
| TON |
| $_______ |
| $_______ |
| 0307. |
| HOT-MIX ASPHALT (HMA) FOR ROADS (32 12 16) |
| 0307AA |
| Mobilization/Demobilization |
For Asphalt Concrete Composite
| 0307AB |
| Asphalt Concrete Composite |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0307AC |
| Mobilization/Demobilization |
For Potholes Repair
| 0307AD |
| Pothole Repair (Deep Patch) |
| 50 |
| SF |
| $_______ |
| $_______ |
| 0308. |
| ASPHALTIC SEAL AND FOG COAT (32 12 36.13) |
| 0308AA |
| Mobilization/Demobilization |
For Emulsified Asphalt Seal Coat
| 0308AB |
| Emulsified Asphalt: CRS-2P |
(For Chip Seal) (5-10 TON)
| 0308AC |
| Emulsified Asphalt: CRS-2P |
(For Chip Seal) (Over 10 TON)
| 0308AD |
| Chip Seal Aggregate: Type 2B |
(50-100 TON)
| 0308AE |
| Chip Seal Aggregate: Type 2B |
(Over 100 TON)
| 101 |
| TON |
| $_______ |
| $_______ |
| 0308AF |
| Emulsified Asphalt: CSS-1h |
(For Flush Seal and Fog Seal) (1-5 TON)
| 0308AG |
| Emulsified Asphalt: CSS-1h |
(For Flush Seal and Fog Seal) (Over 5 TON)
| 0308AH |
| Flush Seal Aggregate |
(10-50 TON)
| 0308AI |
| Flush Seal Aggregate |
(Over 50 TON)
| 0308AJ |
| Mobilization/Demobilization |
For Vacuum Sweep
| 0308AK |
| Vacuum Sweep |
| 3,000 |
| SY |
| $_______ |
| $_______ |
| 0308AL |
| Mobilization/Demobilization |
For Power Broom
| 0308AM |
| Power Broom |
| 3,000 |
| SY |
| $_______ |
| $_______ |
| 0309. |
| AGGREGATE BASE & SURFACE COURSE (32 15 00) |
| 0309AA |
| Mobilization/Demobilization |
For Aggregate Base & Surface Course
| 0309AB |
| Subbase Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0309AC |
| Gravel Cushion Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0309AD |
| Base Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0309AE |
| Gravel Surfacing Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0310. |
| CONCRETE PAVEMENTS, SIDEWALKS, AND CURBS AND GUTTERS (32 16 19) |
| 0310AA |
| Mobilization/Demobilization |
Concrete Pavement & Sidewalk
(10 CY - 50 CY)
| 0310AB |
| Concrete Pavement & Sidewalk |
(10 CY - 50 CY)
| 0310AC |
| Mobilization/Demobilization |
Concrete Pavement & Sidewalk (Over 50 CY)
| 0310AD |
| Concrete Pavement & Sidewalk |
(Over 50 CY)
| 0310AE |
| Mobilization/Demobilization |
For Sidewalk Removal
| 0310AF |
| Sidewalk Removal |
| 50 |
| SF |
| $_______ |
| $_______ |
| 0310AG |
| Mobilization/Demobilization |
For Curb and Gutter (Cast)
Type B (Cast)
Type P (Cast)
Valley Gutter (Cast)
| 0310AK |
| Mobilization/Demobilization |
For Curb and Gutter (Slip Form)
Type B (Slip form)
Type P (Slip form)
| 0310AN |
| Epoxy Coated Rebar |
| 50 |
| LB |
| $_______ |
| $_______ |
| 0310AO |
| Plain Coated Rebar |
| 50 |
| LB |
| $_______ |
| $_______ |
| 0310AP |
| Plain Welded Wire Reinforcement |
(6x6-W2.1 x W2.1)
| 0310AQ |
| Plain Welded Wire Reinforcement |
(6x6-W2.9 x W2.9)
| 0310AR |
| Mobilization/Demobilization For Concrete Pump Truck |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0310AS |
| Concrete Placement – Boom Pump Truck |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0310AT |
| Mobilization/Demobilization for Concrete Buggy Placement |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0310AU |
| Concrete Placement - Buggy |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0310AV |
| Remove and Replace Joint Sealant |
(200 FT to 600 FT)
| 0310AW |
| Remove and Replace Joint Sealant |
(Over 600 FT)
| 0311. |
| PAVEMENT MARKING (32 17 23) |
| 0311AA |
| Mobilization/Demobilization |
For Pavement Marking (reflective, non-reflective, and painted symbols)
| 0311AB |
| Reflective Paint |
| 3,000 |
| FT |
| $_______ |
| $_______ |
| 0311AC |
| Non-reflective paint |
| 300 |
| FT |
| $_______ |
| $_______ |
Painted Symbols
| 0312AA |
| Mobilization/Demobilization |
For Seeding & Mulching
| 0312AB |
| Seed & Mulch |
| 300 |
| SY |
| $_______ |
| $_______ |
| 0312AC |
| Mobilization/Demobilization |
For Hydroseeding
| 0312AD |
| Hydroseeding |
| 300 |
| SY |
| $_______ |
| $_______ |
| 0312AE |
| Erosion Control Blanket |
| 50 |
| SY |
| $_______ |
| $_______ |
| 0313. |
| STORM DRAINAGE UTILITIES (33 40 00) |
| 0313AA |
| Mobilization/Demobilization For Pipe Culvert Construction |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0313AB |
| Furnish Pipe Culverts |
(24” RCP Arch Class 2)
| 0313AC |
| Install Pipe Culverts, 0’-5’ Deep |
(24” RCP Arch Class 2)
| 0313AD |
| Install Pipe Culverts, 5’-10’ Deep |
(24” RCP Arch Class 2)
| 0313AE |
| Furnish End Sections |
(24” RCP Arch Flared)
| 0313AF |
| Install End Sections |
(24” RCP Arch Flared)
| 0313AG |
| Pipe Culvert Undercut |
| 5 |
| CY |
| $_______ |
| $_______ |
Total Base Year #3 (Items 0300 thru 0313) $__________
NOTES:
-Contractor shall be aware that pricing items "Chip Seal Aggregate" and "Flush Seal Aggregate" require the Contractor to vacuum sweep and power broom as part of the application of the seal coat. Costs associated with vacuum sweeping and power brooming in accordance with application of a seal coat shall be included in these pricing items. Pricing items "Vacuum Sweep" and "Power Broom" are separate, standalone pricing items.
-Mobilization/Demobilization prices will cover all costs associated with hauling, transporting, and moving any equipment and/or materials to and from the project site. The Contractor is specifically cautioned that he will only receive one (1) mobilization/demobilization payment for similar pricing items on the same task order. For example, if the Contractor is directed to provide non-reflective pavement striping, reflective pavement striping, and non-reflective painted pavement symbols on the same task order, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee. Similarly, if the Contractor is directed to place Government Furnished Borrow material in excess of 100 CY, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee, instead of charging a fee for both the first 100 CY of Government Furnished Borrow Material and then a fee for the material in excess of 100 CY.
PRICING SCHEDULE - BASE YEAR #4
| ITEM NO. |
| DESCRIPTION |
| MINIMUM |
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE
AMOUNT
| 0400. |
| Construction Support Activities |
| 0400AA |
| Surveying and Field Work |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0400AB |
| Temporary Storm Water Pollution Control |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0401. |
| EARTHWORK (31 00 00) |
| 0401AA |
| Mobilization/Demobilization |
For Unclassified Excavation
| 0401AB |
| Unclassified Excavation |
(25-100 CY)
| 0401AC |
| Unclassified Excavation |
(Over 100 CY)
| 0401AD |
| Mobilization/Demobilization |
For Borrow (Government Furnished)
| 0401AE |
| Borrow(Government Furnished) |
(25-100 CY)
| 0401AF |
| Borrow(Government Furnished) |
(Over 100 CY)
| 0401AG |
| Mobilization/Demobilization |
For Borrow (Contractor Furnished)
| 0401AH |
| Borrow(Contractor Furnished) |
(25-100 TON)
| 0401AI |
| Borrow(Contractor Furnished) |
(Over 100 TON)
| 101 |
| TON |
| $_______ |
| $_______ |
| 0401AJ |
| Salvaging, Stockpiling, and Placing Topsoil |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0401AK |
| Existing Surface Preparation |
| 50 |
| SY |
| $_______ |
| $_______ |
| 0401AL |
| Ordinary Roadway Shaping |
| 500 |
| SY |
| $_______ |
| $_______ |
| 0401AM |
| Heavy Roadway Shaping |
| 500 |
| SY |
| $_______ |
| $_______ |
| 0401AN |
| Mobilization/Demobilization For Riprap Construction |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0401AO |
| Riprap Placement |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0401AP |
| Bedding Placement |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0402. |
| GEOTEXTILES USED FOR FILTERS AND ROAD CONSTRUCTION (31 05 22) |
| 0402AA |
| Geotextile Fabric (Road Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0402AB |
| Geotextile Fabric (Riprap Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0402AC |
| Procure Geotextile Fabric (Road Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0402AD |
| Procure Geotextile Fabric (Riprap Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0403. |
| COLD MILLING/PAVEMENT DEMOLITION (32 01 16.71) |
| 0403AA |
| Mobilization/Demobilization |
For Cold Milling (Less than 4" Milling Depth)
| 0403AB |
| Cold Milling (Less than 4" Milling Depth - 2000 SY to 3000 SY) |
| 2,000 |
| SY |
| $_______ |
| $_______ |
| 0403AC |
| Cold Milling (Less than 4" Milling Depth -Over 3000 SY) |
| 3,001 |
| SY |
| $_______ |
| $_______ |
| 0403AD |
| Mobilization/Demobilization |
For Cold Milling (Over 4" Milling Depth)
| 0403AE |
| Cold Milling (Over 4" Milling Depth - 2000 SY to 3000 SY) |
| 2,000 |
| SY |
| $_______ |
| $_______ |
| 0403AF |
| Cold Milling (Over 4" Milling Depth - Over 3000 SY) |
| 3,001 |
| SY |
| $_______ |
| $_______ |
| 0403AG |
| Mobilization/Demobilization |
For Pavement Demolition/Removal
| 0403AH |
| Pavement Demolition/Removal |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0404. |
| SEALING CRACKS IN ASPHALT PAVEMENTS (32 01 17.61) |
| 0404AA |
| Mobilization/Demobilization |
For Asphalt Crack Sealing
| 0404AB |
| Asphalt Crack Sealing |
(1,000 FT to 2,500 FT)
| 1,000 |
| FT |
| $_______ |
| $_______ |
| 0404AC |
| Asphalt Crack Sealing |
(Over 2,500 FT)
| 2,501 |
| FT |
| $_______ |
| $_______ |
| 0405. |
| MATERIAL STOCKPILING & CONCRETE & ASPHALT CRUSHING/MIXING (32 11 23) |
| 0405AA |
| Procure Riprap |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0405AB |
| Procure Spalls |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0405AC |
| Procure Filter Rock |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0405AD |
| Procure Manufactured Sand |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0405AE |
| Procure Other Material - Subbase Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0405AF |
| Procure Other Material - Gravel Cushion Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0405AG |
| Procure Other Material - Aggregate Base Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0405AH |
| Procure Other Material - Gravel Surfacing |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0405AI |
| Procure Topsoil |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0405AJ |
| Procure Composting Topsoil |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0405AK |
| Procure Riprap (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0405AL |
| Procure Spalls (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0405AM |
| Procure Other Material – Gravel Surfacing (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0405AN |
| Procure Other Material – Aggregate Base Course (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0405AO |
| Procure Topsoil (Oacoma Location) |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0405AP |
| Mobilization/Demobilization |
For Crushing & Mixing Operations
| 0405AQ |
| Concrete Crushing |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0405AR |
| Asphalt Crushing/Mixing |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0406. |
| BITUMINOUS TACK COATS (32 12 13) |
| 0406AA |
| Tack Coat Asphalt |
| 5 |
| TON |
| $_______ |
| $_______ |
| 0407. |
| HOT-MIX ASPHALT (HMA) FOR ROADS (32 12 16) |
| 0407AA |
| Mobilization/Demobilization |
For Asphalt Concrete Composite
| 0407AB |
| Asphalt Concrete Composite |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0407AC |
| Mobilization/Demobilization |
For Potholes Repair
| 0407AD |
| Pothole Repair (Deep Patch) |
| 50 |
| SF |
| $_______ |
| $_______ |
| 0408. |
| ASPHALTIC SEAL AND FOG COAT (32 12 36.13) |
| 0408AA |
| Mobilization/Demobilization |
For Emulsified Asphalt Seal Coat
| 0408AB |
| Emulsified Asphalt: CRS-2P |
(For Chip Seal) (5-10 TON)
| 0408AC |
| Emulsified Asphalt: CRS-2P |
(For Chip Seal) (Over 10 TON)
| 0408AD |
| Chip Seal Aggregate: Type 2B |
(50-100 TON)
| 0408AE |
| Chip Seal Aggregate: Type 2B |
(Over 100 TON)
| 101 |
| TON |
| $_______ |
| $_______ |
| 0408AF |
| Emulsified Asphalt: CSS-1h |
(For Flush Seal and Fog Seal) (1-5 TON)
| 0408AG |
| Emulsified Asphalt: CSS-1h |
(For Flush Seal and Fog Seal) (Over 5 TON)
| 0408AH |
| Flush Seal Aggregate |
(10-50 TON)
| 0408AI |
| Flush Seal Aggregate |
(Over 50 TON)
| 0408AJ |
| Mobilization/Demobilization |
For Vacuum Sweep
| 0408AK |
| Vacuum Sweep |
| 3,000 |
| SY |
| $_______ |
| $_______ |
| 0408AL |
| Mobilization/Demobilization |
For Power Broom
| 0408AM |
| Power Broom |
| 3,000 |
| SY |
| $_______ |
| $_______ |
| 0409. |
| AGGREGATE BASE & SURFACE COURSE (32 15 00) |
| 0409AA |
| Mobilization/Demobilization |
For Aggregate Base & Surface Course
| 0409AB |
| Subbase Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0409AC |
| Gravel Cushion Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0409AD |
| Base Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0409AE |
| Gravel Surfacing Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0410. |
| CONCRETE PAVEMENTS, SIDEWALKS, AND CURBS AND GUTTERS (32 16 19) |
| 0410AA |
| Mobilization/Demobilization |
Concrete Pavement & Sidewalk
(10 CY - 50 CY)
| 0410AB |
| Concrete Pavement & Sidewalk |
(10 CY - 50 CY)
| 0410AC |
| Mobilization/Demobilization |
Concrete Pavement & Sidewalk (Over 50 CY)
| 0410AD |
| Concrete Pavement & Sidewalk |
(Over 50 CY)
| 0410AE |
| Mobilization/Demobilization |
For Sidewalk Removal
| 0410AF |
| Sidewalk Removal |
| 50 |
| SF |
| $_______ |
| $_______ |
| 0410AG |
| Mobilization/Demobilization |
For Curb and Gutter (Cast)
Type B (Cast)
Type P (Cast)
Valley Gutter (Cast)
| 0410AK |
| Mobilization/Demobilization |
For Curb and Gutter (Slip Form)
Type B (Slip form)
Type P (Slip form)
| 0410AN |
| Epoxy Coated Rebar |
| 50 |
| LB |
| $_______ |
| $_______ |
| 0410AO |
| Plain Coated Rebar |
| 50 |
| LB |
| $_______ |
| $_______ |
| 0410AP |
| Plain Welded Wire Reinforcement |
(6x6-W2.1 x W2.1)
| 0410AQ |
| Plain Welded Wire Reinforcement |
(6x6-W2.9 x W2.9)
| 0410AR |
| Mobilization/Demobilization For Concrete Pump Truck |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0410AS |
| Concrete Placement – Boom Pump Truck |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0410AT |
| Mobilization/Demobilization for Concrete Buggy Placement |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0410AU |
| Concrete Placement - Buggy |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0410AV |
| Remove and Replace Joint Sealant |
(200 FT to 600 FT)
| 0410AW |
| Remove and Replace Joint Sealant |
(Over 600 FT)
| 0411. |
| PAVEMENT MARKING (32 17 23) |
| 0411AA |
| Mobilization/Demobilization |
For Pavement Marking (reflective, non-reflective, and painted symbols)
| 0411AB |
| Reflective Paint |
| 3,000 |
| FT |
| $_______ |
| $_______ |
| 0411AC |
| Non-reflective paint |
| 300 |
| FT |
| $_______ |
| $_______ |
Painted Symbols
| 0412AA |
| Mobilization/Demobilization |
For Seeding & Mulching
| 0412AB |
| Seed & Mulch |
| 300 |
| SY |
| $_______ |
| $_______ |
| 0412AC |
| Mobilization/Demobilization |
For Hydroseeding
| 0412AD |
| Hydroseeding |
| 300 |
| SY |
| $_______ |
| $_______ |
| 0412AE |
| Erosion Control Blanket |
| 50 |
| SY |
| $_______ |
| $_______ |
| 0413. |
| STORM DRAINAGE UTILITIES (33 40 00) |
| 0413AA |
| Mobilization/Demobilization For Pipe Culvert Construction |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0413AB |
| Furnish Pipe Culverts |
(24” RCP Arch Class 2)
| 0413AC |
| Install Pipe Culverts, 0’-5’ Deep |
(24” RCP Arch Class 2)
| 0413AD |
| Install Pipe Culverts, 5’-10’ Deep |
(24” RCP Arch Class 2)
| 0413AE |
| Furnish End Sections |
(24” RCP Arch Flared)
| 0413AF |
| Install End Sections |
(24” RCP Arch Flared)
| 0413AG |
| Pipe Culvert Undercut |
| 5 |
| CY |
| $_______ |
| $_______ |
Total Base Year #4 (Items 0400 thru 0413) $__________
NOTES:
-Contractor shall be aware that pricing items "Chip Seal Aggregate" and "Flush Seal Aggregate" require the Contractor to vacuum sweep and power broom as part of the application of the seal coat. Costs associated with vacuum sweeping and power brooming in accordance with application of a seal coat shall be included in these pricing items. Pricing items "Vacuum Sweep" and "Power Broom" are separate, standalone pricing items.
-Mobilization/Demobilization prices will cover all costs associated with hauling, transporting, and moving any equipment and/or materials to and from the project site. The Contractor is specifically cautioned that he will only receive one (1) mobilization/demobilization payment for similar pricing items on the same task order. For example, if the Contractor is directed to provide non-reflective pavement striping, reflective pavement striping, and non-reflective painted pavement symbols on the same task order, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee. Similarly, if the Contractor is directed to place Government Furnished Borrow material in excess of 100 CY, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee, instead of charging a fee for both the first 100 CY of Government Furnished Borrow Material and then a fee for the material in excess of 100 CY.
PRICING SCHEDULE - BASE YEAR #5
| ITEM NO. |
| DESCRIPTION |
| MINIMUM |
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE
AMOUNT
| 0500. |
| Construction Support Activities |
| 0500AA |
| Surveying and Field Work |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0500AB |
| Temporary Storm Water Pollution Control |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0501. |
| EARTHWORK (31 00 00) |
| 0501AA |
| Mobilization/Demobilization |
For Unclassified Excavation
| 0501AB |
| Unclassified Excavation |
(25-100 CY)
| 0501AC |
| Unclassified Excavation |
(Over 100 CY)
| 0501AD |
| Mobilization/Demobilization |
For Borrow (Government Furnished)
| 0501AE |
| Borrow(Government Furnished) |
(25-100 CY)
| 0501AF |
| Borrow(Government Furnished) |
(Over 100 CY)
| 0501AG |
| Mobilization/Demobilization |
For Borrow (Contractor Furnished)
| 0501AH |
| Borrow(Contractor Furnished) |
(25-100 TON)
| 0501AI |
| Borrow(Contractor Furnished) |
(Over 100 TON)
| 101 |
| TON |
| $_______ |
| $_______ |
| 0501AJ |
| Salvaging, Stockpiling, and Placing Topsoil |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0501AK |
| Existing Surface Preparation |
| 50 |
| SY |
| $_______ |
| $_______ |
| 0501AL |
| Ordinary Roadway Shaping |
| 500 |
| SY |
| $_______ |
| $_______ |
| 0501AM |
| Heavy Roadway Shaping |
| 500 |
| SY |
| $_______ |
| $_______ |
| 0501AN |
| Mobilization/Demobilization For Riprap Construction |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0501AO |
| Riprap Placement |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0501AP |
| Bedding Placement |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0502. |
| GEOTEXTILES USED FOR FILTERS AND ROAD CONSTRUCTION (31 05 22) |
| 0502AA |
| Geotextile Fabric (Road Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0502AB |
| Geotextile Fabric (Riprap Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0502AC |
| Procure Geotextile Fabric (Road Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0502AD |
| Procure Geotextile Fabric (Riprap Construction) |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0503. |
| COLD MILLING/PAVEMENT DEMOLITION (32 01 16.71) |
| 0503AA |
| Mobilization/Demobilization |
For Cold Milling (Less than 4" Milling Depth)
| 0503AB |
| Cold Milling (Less than 4" Milling Depth - 2000 SY to 3000 SY) |
| 2,000 |
| SY |
| $_______ |
| $_______ |
| 0503AC |
| Cold Milling (Less than 4" Milling Depth -Over 3000 SY) |
| 3,001 |
| SY |
| $_______ |
| $_______ |
| 0503AD |
| Mobilization/Demobilization |
For Cold Milling (Over 4" Milling Depth)
| 0503AE |
| Cold Milling (Over 4" Milling Depth - 2000 SY to 3000 SY) |
| 2,000 |
| SY |
| $_______ |
| $_______ |
| 0503AF |
| Cold Milling (Over 4" Milling Depth - Over 3000 SY) |
| 3,001 |
| SY |
| $_______ |
| $_______ |
| 0503AG |
| Mobilization/Demobilization |
For Pavement Demolition/Removal
| 0503AH |
| Pavement Demolition/Removal |
| 100 |
| SY |
| $_______ |
| $_______ |
| 0504. |
| SEALING CRACKS IN ASPHALT PAVEMENTS (32 01 17.61) |
| 0504AA |
| Mobilization/Demobilization |
For Asphalt Crack Sealing
| 0504AB |
| Asphalt Crack Sealing |
(1,000 FT to 2,500 FT)
| 1,000 |
| FT |
| $_______ |
| $_______ |
| 0504AC |
| Asphalt Crack Sealing |
(Over 2,500 FT)
| 2,501 |
| FT |
| $_______ |
| $_______ |
| 0505. |
| MATERIAL STOCKPILING & CONCRETE & ASPHALT CRUSHING/MIXING (32 11 23) |
| 0505AA |
| Procure Riprap |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0505AB |
| Procure Spalls |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0505AC |
| Procure Filter Rock |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0505AD |
| Procure Manufactured Sand |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0505AE |
| Procure Other Material - Subbase Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0505AF |
| Procure Other Material - Gravel Cushion Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0505AG |
| Procure Other Material - Aggregate Base Course |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0505AH |
| Procure Other Material - Gravel Surfacing |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0505AI |
| Procure Topsoil |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0505AJ |
| Procure Composting Topsoil |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0505AK |
| Procure Riprap (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0505AL |
| Procure Spalls (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0505AM |
| Procure Other Material – Gravel Surfacing (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0505AN |
| Procure Other Material – Aggregate Base Course (Oacoma Location) |
| 500 |
| TON |
| $_______ |
| $_______ |
| 0505AO |
| Procure Topsoil (Oacoma Location) |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0505AP |
| Mobilization/Demobilization |
For Crushing & Mixing Operations
| 0505AQ |
| Concrete Crushing |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0505AR |
| Asphalt Crushing/Mixing |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0506. |
| BITUMINOUS TACK COATS (32 12 13) |
| 0506AA |
| Tack Coat Asphalt |
| 5 |
| TON |
| $_______ |
| $_______ |
| 0507. |
| HOT-MIX ASPHALT (HMA) FOR ROADS (32 12 16) |
| 0507AA |
| Mobilization/Demobilization |
For Asphalt Concrete Composite
| 0507AB |
| Asphalt Concrete Composite |
| 100 |
| TON |
| $_______ |
| $_______ |
| 0507AC |
| Mobilization/Demobilization |
For Potholes Repair
| 0507AD |
| Pothole Repair (Deep Patch) |
| 50 |
| SF |
| $_______ |
| $_______ |
| 0508. |
| ASPHALTIC SEAL AND FOG COAT (32 12 36.13) |
| 0508AA |
| Mobilization/Demobilization |
For Emulsified Asphalt Seal Coat
| 0508AB |
| Emulsified Asphalt: CRS-2P |
(For Chip Seal) (5-10 TON)
| 0508AC |
| Emulsified Asphalt: CRS-2P |
(For Chip Seal) (Over 10 TON)
| 0508AD |
| Chip Seal Aggregate: Type 2B |
(50-100 TON)
| 0508AE |
| Chip Seal Aggregate: Type 2B |
(Over 100 TON)
| 101 |
| TON |
| $_______ |
| $_______ |
| 0508AF |
| Emulsified Asphalt: CSS-1h |
(For Flush Seal and Fog Seal) (1-5 TON)
| 0508AG |
| Emulsified Asphalt: CSS-1h |
(For Flush Seal and Fog Seal) (Over 5 TON)
| 0508AH |
| Flush Seal Aggregate |
(10-50 TON)
| 0508AI |
| Flush Seal Aggregate |
(Over 50 TON)
| 0508AJ |
| Mobilization/Demobilization |
For Vacuum Sweep
| 0508AK |
| Vacuum Sweep |
| 3,000 |
| SY |
| $_______ |
| $_______ |
| 0508AL |
| Mobilization/Demobilization |
For Power Broom
| 0508AM |
| Power Broom |
| 3,000 |
| SY |
| $_______ |
| $_______ |
| 0509. |
| AGGREGATE BASE & SURFACE COURSE (32 15 00) |
| 0509AA |
| Mobilization/Demobilization |
For Aggregate Base & Surface Course
| 0509AB |
| Subbase Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0509AC |
| Gravel Cushion Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0509AD |
| Base Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0509AE |
| Gravel Surfacing Course |
| 250 |
| TON |
| $_______ |
| $_______ |
| 0510. |
| CONCRETE PAVEMENTS, SIDEWALKS, AND CURBS AND GUTTERS (32 16 19) |
| 0510AA |
| Mobilization/Demobilization |
Concrete Pavement & Sidewalk
(10 CY - 50 CY)
| 0510AB |
| Concrete Pavement & Sidewalk |
(10 CY - 50 CY)
| 0510AC |
| Mobilization/Demobilization |
Concrete Pavement & Sidewalk (Over 50 CY)
| 0510AD |
| Concrete Pavement & Sidewalk |
(Over 50 CY)
| 0510AE |
| Mobilization/Demobilization |
For Sidewalk Removal
| 0510AF |
| Sidewalk Removal |
| 50 |
| SF |
| $_______ |
| $_______ |
| 0510AG |
| Mobilization/Demobilization |
For Curb and Gutter (Cast)
Type B (Cast)
Type P (Cast)
Valley Gutter (Cast)
| 0510AK |
| Mobilization/Demobilization |
For Curb and Gutter (Slip Form)
Type B (Slip form)
Type P (Slip form)
| 0510AN |
| Epoxy Coated Rebar |
| 50 |
| LB |
| $_______ |
| $_______ |
| 0510AO |
| Plain Coated Rebar |
| 50 |
| LB |
| $_______ |
| $_______ |
| 0210AP |
| Plain Welded Wire Reinforcement |
(6x6-W2.1 x W2.1)
| 0510AQ |
| Plain Welded Wire Reinforcement |
(6x6-W2.9 x W2.9)
| 0510AR |
| Mobilization/Demobilization For Concrete Pump Truck |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0510AS |
| Concrete Placement – Boom Pump Truck |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0510AT |
| Mobilization/Demobilization for Concrete Buggy Placement |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0510AU |
| Concrete Placement - Buggy |
| 50 |
| CY |
| $_______ |
| $_______ |
| 0510AV |
| Remove and Replace Joint Sealant |
(200 FT to 600 FT)
| 0510AW |
| Remove and Replace Joint Sealant |
(Over 600 FT)
| 0511. |
| PAVEMENT MARKING (32 17 23) |
| 0511AA |
| Mobilization/Demobilization |
For Pavement Marking (reflective, non-reflective, and painted symbols)
| 0511AB |
| Reflective Paint |
| 3,000 |
| FT |
| $_______ |
| $_______ |
| 0511AC |
| Non-reflective paint |
| 300 |
| FT |
| $_______ |
| $_______ |
Painted Symbols
| 0512AA |
| Mobilization/Demobilization |
For Seeding & Mulching
| 0512AB |
| Seed & Mulch |
| 300 |
| SY |
| $_______ |
| $_______ |
| 0512AC |
| Mobilization/Demobilization |
For Hydroseeding
| 0512AD |
| Hydroseeding |
| 300 |
| SY |
| $_______ |
| $_______ |
| 0512AE |
| Erosion Control Blanket |
| 50 |
| SY |
| $_______ |
| $_______ |
| 0513. |
| STORM DRAINAGE UTILITIES (33 40 00) |
| 0513AA |
| Mobilization/Demobilization For Pipe Culvert Construction |
| 1 |
| EA |
| $_______ |
| $_______ |
| 0513AB |
| Furnish Pipe Culverts |
(24” RCP Arch Class 2)
| 0513AC |
| Install Pipe Culverts, 0’-5’ Deep |
(24” RCP Arch Class 2)
| 0513AD |
| Install Pipe Culverts, 5’-10’ Deep |
(24” RCP Arch Class 2)
| 0513AE |
| Furnish End Sections |
(24” RCP Arch Flared)
| 0513AF |
| Install End Sections |
(24” RCP Arch Flared)
| 0513AG |
| Pipe Culvert Undercut |
| 5 |
| CY |
| $_______ |
| $_______ |
Total Base Year #5 (Items 0500 thru 0513) $__________
NOTES:
-Contractor shall be aware that pricing items "Chip Seal Aggregate" and "Flush Seal Aggregate" require the Contractor to vacuum sweep and power broom as part of the application of the seal coat. Costs associated with vacuum sweeping and power brooming in accordance with application of a seal coat shall be included in these pricing items. Pricing items "Vacuum Sweep" and "Power Broom" are separate, standalone pricing items.
-Mobilization/Demobilization prices will cover all costs associated with hauling, transporting, and moving any equipment and/or materials to and from the project site. The Contractor is specifically cautioned that he will only receive one (1) mobilization/demobilization payment for similar pricing items on the same task order. For example, if the Contractor is directed to provide non-reflective pavement striping, reflective pavement striping, and non-reflective painted pavement symbols on the same task order, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee. Similarly, if the Contractor is directed to place Government Furnished Borrow material in excess of 100 CY, he will only be allowed to charge the Government for one (1) Mobilization/Demobilization fee, instead of charging a fee for both the first 100 CY of Government Furnished Borrow Material and then a fee for the material in excess of 100 CY.
Total Years 1 thru 5 (Items 0100 thru 0513) $_____________________
Notes:
1. Quantities for unit priced items are estimated only and the representative unit price will prevail in the event of an overrun or underrun subject to Contract Clauses (Section 00 72 00) Clause “Variation in Estimated Quantities.”
2. Prices must be entered for all items of the schedule. Total amount submitted without prices being entered on individual items will be rejected. Extensions will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered the price. In case of variation between the individual item prices and the total amount, the individual prices will be considered the price.
3. A modification to a price which provides for a single adjustment to the total amount should state the application of the adjustment to each respective unit price and lump sum price affected. If the modification is not so apportioned, the amount of the adjustment will be divided by the number of items in the Basic Year Pricing Schedule, whichever one applies, and distributed equally among each Item.
4. * Refers to the number of the specification section for referencing technical and measurement and payment information for the various items.
5. Calendar duration is a five-year period starting with the effective date of the contract award.
6. If a line item is used, then the minimum quantity stated on the pricing sheet is the smallest quantity that may be ordered. The Contractor has the right to turn down any task order if done in writing in accordance with (Section 00 73 00) within 7 days of the task order being issued. In this case the Government may open task order items for other contractors to propose pricing.
7. Funds are not presently available for this contract.
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