Attch 2a Bid Schedule Description.pdf

FA4626-20-R-0018

BID SCHEDULE

CONTRACT NUMBER: FA4626-20-R-0018

SUB CLIN DESCRIPTION EXTENDED DESCRIPTION

AA Bore Rig Mobilization This line item shall be used to cover all costs related to mobilization of an equipment set necessary to perform Horizontal Directional Drilling (HDD). These costs may include general contract requirements, administration, and overhead shall be merged and included in the contract lump sum costs for "Bore Rig Mobilization". The cost of all insurance, permits, safety, fees, and licenses, shop drawings and samples, general administration and overhead, movement of equipment, tools, and other incidental work required for occupying the site and performing the work shall be merged and included in the contract lump sum price for " Bore Rig Mobilization." The Government will exercise every effort to keep the Bore Rig mobilization from one site to the next to a minimum distance. The Government will only pay for 1 mobilization per site.

AB Erosion Control Mobilization This line item shall be used to cover all costs related to mobilization of an equipment set necessary to perform Erosion Control measures as outlined in the this project. These costs may include general contract requirements, administration, and overhead shall be merged and included in the contract lump sum costs for "Erosion Control Mobilization". The cost of all insurance, permits, safety, fees, and licenses, shop drawings and samples, general administration and overhead, movement of equipment, tools, and other incidental work required for occupying the site and performing the work shall be merged and included in the contract lump sum price for "Erosion Control Mobilization." The Government will exercise every effort to keep the Erosion Control mobilization from one site to the next to a minimum distance. The Government will only pay for 1 mobilization per site.

AC 4” Conduit Includes the purchase and delivery of a 4” SDR 11 HDPE continuous length conduit. All Directional Bores will start and stop within the Missile Cable Right of Way. 4” conduit shall be paid by the Lineal Foot (LF). Not to exceed 500 LF per site

AD 4” Conduit over 500 Feet Includes the purchase and delivery of a 4” SDR 9 HDPE continuous length conduit. All Directional Bores will start and stop within the Missile Cable Right of Way. 4” conduit shall be paid by the Lineal Foot (LF). Estimated 500-1000 LF per Site.

AE 6” Conduit Includes the purchase and delivery of a 6” SDR 9 HDPE continuous length conduit. All Directional Bores will start and stop within the Missile Cable Right of Way. 6” conduit shall be paid by the Lineal Foot (LF). Not to exceed 500 LF per site.

AF Directional Bore Clay 4” Conduit

Includes all work, equipment, and materials necessary to Directional Bore through clay and pull back a 4”conduit. Clay is a fine grained soil or the fine grained portion of a soil that can be made to exhibit plasticity within a range of water contents, and which exhibits considerable strength when air dry. Directional Bore in clay shall be paid by Linear Foot (LF). Not to exceed 500 LF per site

AG Directional Bore Clay 6”Conduit

Includes all work, equipment, and materials necessary to Directional Bore through clay and pull back a 6”conduit. Clay is a fine grained soil or the fine grained portion of a soil that can be made to exhibit plasticity within a range of water contents, and which exhibits considerable strength when air dry. Directional Bore in clay shall be paid by Linear Foot (LF). Not to excee 500 LF per site.

AH Directional Bore Clay 4”Conduit over 500 feet

Includes all work, equipment, and materials necessary to Directional Bore through clay and pull back a 4”conduit. Clay is a fine grained soil or the fine grained portion of a soil that can be made to exhibit plasticity within a range of water contents, and which exhibits considerable strength when air dry. Directional Bore in clay shall be paid by Linear Foot (LF). Estimated 500-1,000 LF per site.

AJ Directional Bore Cobble 4” Conduit

Includes all work, equipment, and materials necessary to Directional Bore through cobble and pull back a 4”conduit. Cobble is described as a class of rock with a particle size of 3-12 inches. Directional Bore in cobble shall be paid by Linear Foot (LF). Not to exceed 500 LF per site.

AK Directional Bore Cobble 6” Conduit

Includes all work, equipment, and materials necessary to Directional Bore through cobble and pull back a 6”conduit. Cobble is described as a class of rock with a particle size of 3-12 inches. Directional Bore in cobble shall be paid by Linear Foot (LF). Not to exceed 500 LF per site

AL Directional Bore Cobble 4” Conduit Over 500 Feet

Includes all work, equipment, and materials necessary to Directional Bore through cobble and pull back a 4”conduit. Cobble is described as a class of rock with a particle size of 3-12 inches. Directional Bore in cobble shall be paid by Linear Foot (LF). Estimated 500-1,000 LF per site.

AM Directional Bore Rock 4” Conduit

Includes all work, equipment, and materials necessary to Directional Bore through rock and pull back a 4”conduit. Rock is defined as any consolidated material consisting of more than one mineral and, sometimes, organic material, e.g. granite or limestone.Directional Bore in rock shall be paid by Linear Foot (LF). Not to exceed 500 LF per site.

AN Directional Bore Rock 6” Conduit

Includes all work, equipment, and materials necessary to Directional Bore through rock and pull back a 6”conduit. Rock is defined as any consolidated material consisting of more than one mineral and, sometimes, organic material, e.g. granite or limestone. Directional Bore in rock shall be paid by Linear Foot (LF). Not to exceed 500 LF per site.

AP Directional Bore Rock 4” Conduit over 500 Feet

Includes all work, equipment, and materials necessary to Directional Bore through rock and pull back a 4”conduit. Rock is defined as any consolidated material consisting of more than one mineral and, sometimes, organic material, e.g. granite or limestone. Directional Bore in rock shall be paid by Linear Foot (LF). Estimated 500-1,000 LF per site.

AQ Directional Bore Shale 4” Conduit

Includes all work, equipment, and materials necessary to Directional Bore through shale and pull back a 4”conduit. Shale is defined as a sedimentary rock composed of silt and clay size particles. Shale tends to break and separate into thin layers. Directional Bore in shale shall be paid by Linear Foot (LF). Not to exceed 500 LF per site

Attachment 2a

FA4626-20-R-0018

BID SCHEDULE

CONTRACT NUMBER: FA4626-20-R-0018

SUB CLIN DESCRIPTION EXTENDED DESCRIPTION

AR Directional Bore Shale 4”

Conduit Over 500 Feet Includes all work, equipment, and materials necessary to Directional Bore through shale and pull back a 4”conduit. Shale is defined as a sedimentary rock composed of silt and clay size particles. Shale tends to break and separate into thin layers. Directional Bore in shale shall be paid by Linear Foot (LF). Not to exceed 500-1000 LF per site

AS Directional Bore Shale 6” Conduit

Includes all work, equipment, and materials necessary to Directional Bore through shale and pull back a 6”conduit. Shale is described as a sedimentary rock composed of silt and clay size particles. Shale tends to break and separate into thin layers. Directional Bore in shale shall be paid by Linear Foot (LF). Not to exceed 500 LF per site

AT Class III Rip Rap Includes all work, equipment, and materials necessary to deliver, stockpile, excavate, haul, fill, grade and compact all materials to include Class III rip rap. Class III rip rap rock will be a minimum size of 9.24 – 33.84 inch. Not to exceed 900 cubic yards per site.

AU Class II Rip Rap Includes all work, equipment, and materials necessary to deliver, stockpile, excavate, haul, fill, grade and compact all materials to include class II rip rap. Class II rip rap rock will be a minimum size of 7.32 - 24 inch. Not to exceed 800 cubic yards per site.

AV Class I Rip Rap Includes all work, equipment, and materials necessary to deliver, and stockpile, excavate, haul, fill, grade and compact all materials to include Class I rip rap. Class I rip rap rock will be a minimum size of 3.24 – 12.6 inch. Not to exceed 800 cubic yards per site.

AW Rip Rap Hauling Includes all labor, equipment, and materials necessary to transport/haul Class I, II, III rip rap from the approved quarry to the Erosion Control work location. Rip Rap Hauling will be paid by the Ton/Mile measured from the Malmstrom AFB, MT to the work Location

AX Fill Dirt Includes all work, equipment, and materials necessary to deliver, strip, and stockpile, excavate, haul, fill, grade and compact all materials to include fill dirt and water needed for compaction. This item also includes placing fill dirt around cable and bringing area back to original grade as much as possible. Fill dirt is with rock less than 2 inches in diameter. Not to exceed 500 cubic yards per site

AY Top Soil Includes all work, equipment, and materials necessary to deliver, strip, and stockpile, excavate, haul, fill, grade and compact all materials to include native clean top soil and water needed for compaction. This item also includes placing top soil over erosion area. Not to exceed 300 cubic yards per site

AZ Erosion Repair under 50 CY Includes all work, equipment, and materials necessary to deliver, strip, and stockpile, excavate, haul, fill, grade and compact all materials to include native clean top soil, fill dirt, rip rap, and water for compaction. This item also includes the installation of Broad Based Dips, Water turn outs, and Wattles to prevent future erosion of the HICS Right of Way. Erosion area under 50 cubic yards will be paid by site. This item will be paid by each site (EA)

BA Erosion Repair Over 50 Cubic Yards

Includes all work, equipment, and materials necessary to deliver, strip, and stockpile, excavate, haul, fill, grade and compact all materials to include native clean top soil, fill dirt, rip rap, and water for compaction. This item also includes the installation of Broad Based Dips, Water turn outs, and Wattles to prevent future erosion of the HICS Right of Way. Erosion area over 50 cubic yards will be paid by cubic yards (CY)

BB Straw Wattle Includes all work, equipment, and materials necessary to deliver and install a wattle to prevent future erosion of the HICS Right of Way. Installation of a Straw wattle will be performed using best standard practices. This item paid per EA

BC Bonding Shall be paid for as a Lump Sum (LS) at the amount per Government contract requirements

Attachment 2a