Solicitation.doc

Section B - Supplies or Services and Prices

BASE YEAR

FFP

The prices provided for Sub-CLINs 0001AA thru 0001BC will be the prices for any and all sites, mobilization, and bonding for the Base Year. Sites to be identified per Delivery Order. THE QUANTITIES PROVIDED FOR IN SUB-CLINS AA THRU BC ARE ESTIMATED QUANTITIES. PAYMENT WILL BE MADE FOR ACTUAL QUANTITIES USED PER DELIVERY ORDER.

SIGNAL CODE: A

NET AMT

0001AA

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. Bore Rig Mobilization shall be paid as Each (EA).

FOB: Destination

NET AMT

0001AB

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. Erosion Control Mobilization shall be paid as Each (EA).

NET AMT

0001AC

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.

NET AMT

0001AD

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

NET AMT

0001AE

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.

NET AMT

0001AF

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.

NET AMT

0001AG

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 exceed 500 LF per site.

NET AMT

0001AH

Directional Bore Clay 4”Conduit over 500

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.

NET AMT

0001AJ

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.

NET AMT

0001AK

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.

NET AMT

0001AL

Directional Bore Cobble 4” Conduit

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.

NET AMT

0001AM

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.

NET AMT

0001AN

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.

NET AMT

0001AP

Directional Bore Rock 4” Conduit

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.

NET AMT

0001AQ

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.

NET AMT

0001AR

Directional Bore Shale 4” Conduit

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.

NET AMT

0001AS

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.

NET AMT

0001AT

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.

NET AMT

0001AU

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.

NET AMT

0001AV

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.

NET AMT

0001AW

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.

NET AMT

0001AX

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.

NET AMT

0001AY

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.

NET AMT

0001AZ

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 site.

NET AMT

0001BA

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).

NET AMT

0001BB

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.

NET AMT

0001BC

Bonding

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

NET AMT

FFP

The prices provided for Sub-CLINs 1001AA thru 1001BC will be the prices for any and all sites, mobilization, and bonding for the Base Year. Sites to be identified per Delivery Order. THE QUANTITIES PROVIDED FOR IN SUB-CLINS AA THRU BC ARE ESTIMATED QUANTITIES. PAYMENT WILL BE MADE FOR ACTUAL QUANTITIES USED PER DELIVERY ORDER.

NET AMT

1001AA

FFP

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. Bore Rig Mobilization shall be paid as Each (EA).

NET AMT

1001AB

FFP

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. Erosion Control Mobilization shall be paid as Each (EA).

NET AMT

1001AC

FFP

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.

NET AMT

1001AD

FFP

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

NET AMT

1001AE

FFP

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.

NET AMT

1001AF

FFP

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.

NET AMT

1001AG

FFP

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 exceed 500 LF per site.

NET AMT

1001AH

FFP

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.

NET AMT

1001AJ

FFP

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.

NET AMT

1001AK

FFP

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.

NET AMT

1001AL

FFP

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.

NET AMT

1001AM

FFP

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.

NET AMT

1001AN

FFP

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.

NET AMT

1001AP

FFP

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.

NET AMT

1001AQ

FFP

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.

NET AMT

1001AR

FFP

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.

NET AMT

1001AS

FFP

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.

NET AMT

1001AT

FFP

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.

NET AMT

1001AU

FFP

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.

NET AMT

1001AV

FFP

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.

NET AMT

1001AW

FFP

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.

NET AMT

1001AX

FFP

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.

NET AMT

1001AY

FFP

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.

NET AMT

1001AZ

FFP

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 site.

NET AMT

1001BA

FFP

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).

NET AMT

1001BB

FFP

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.

NET AMT

1001BC

FFP

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

NET AMT

FFP

The prices provided for Sub-CLINs 2001AA thru 2001BC will be the prices for any and all sites, mobilization, and bonding for the Base Year. Sites to be identified per Delivery Order. THE QUANTITIES PROVIDED FOR IN SUB-CLINS AA THRU BC ARE ESTIMATED QUANTITIES. PAYMENT WILL BE MADE FOR ACTUAL QUANTITIES USED PER DELIVERY ORDER.

NET AMT

2001AA

FFP

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. Bore Rig Mobilization shall be paid as Each (EA).

NET AMT

2001AB

FFP

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. Erosion Control Mobilization shall be paid as Each (EA).

NET AMT

2001AC

FFP

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.

NET AMT

2001AD

FFP

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

NET AMT

2001AE

FFP

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.

NET AMT

2001AF

FFP

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.

NET AMT

2001AG

FFP

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 exceed 500 LF per site.

NET AMT

2001AH

FFP

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.

NET AMT

2001AJ

FFP

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.

NET AMT

2001AK

FFP

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.

NET AMT

2001AL

FFP

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.

NET AMT

2001AM

FFP

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.

NET AMT

2001AN

FFP

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.

NET AMT

2001AP

FFP

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.

NET AMT

2001AQ

FFP

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.

NET AMT

2001AR

FFP

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.

NET AMT

2001AS

FFP

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.

NET AMT

2001AT

FFP

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.

NET AMT

2001AU

FFP

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.

NET AMT

2001AV

FFP

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.

NET AMT

2001AW

FFP

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.

NET AMT

2001AX

FFP

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.

NET AMT

2001AY

FFP

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.

NET AMT

2001AZ

FFP

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 site.

NET AMT

2001BA

FFP

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).

NET AMT

2001BB

FFP

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.

NET AMT

2001BC

FFP

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

NET AMT

FFP

The prices provided for Sub-CLINs 3001AA thru 3001BC will be the prices for any and all sites, mobilization, and bonding for the Base Year. Sites to be identified per Delivery Order. THE QUANTITIES PROVIDED FOR IN SUB-CLINS AA THRU BC ARE ESTIMATED QUANTITIES. PAYMENT WILL BE MADE FOR ACTUAL QUANTITIES USED PER DELIVERY ORDER.

NET AMT

3001AA

FFP

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. Bore Rig Mobilization shall be paid as Each (EA).

NET AMT

3001AB

FFP

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. Erosion Control Mobilization shall be paid as Each (EA).

NET AMT

3001AC

FFP

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.

NET AMT

3001AD

FFP

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

NET AMT

3001AE

FFP

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.

NET AMT

3001AF

FFP

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.

NET AMT

3001AG

FFP

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 exceed 500 LF per site.

NET AMT

3001AH

FFP

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.

NET AMT

3001AJ

FFP

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.

NET AMT

3001AK

FFP

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.

NET AMT

3001AL

FFP

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.

NET AMT

3001AM

FFP

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.

NET AMT

3001AN

FFP

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.

NET AMT

3001AP

FFP

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.

NET AMT

3001AQ

FFP

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.

NET AMT

3001AR

FFP

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.

NET AMT

3001AS

FFP

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.

NET AMT

3001AT

FFP

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.

NET AMT

3001AU

FFP

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.

NET AMT

3001AV

FFP

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.

NET AMT

3001AW

FFP

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.