12-R-0005-0002.pdf

F2W2C51252A002 CAO 12-1001

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to replace the specif ication, submital schedule, and bid schedule to reflect the addition of three new CLINS and change in rip rap classif ication.

A. Replace Section J Attach 1, Technical Specif ications Section 02200 B. Replace Section B, Bid Schedule C. Replace the Submittal Schedule D. The proposal closing date of 27 July 2012 remains unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 32

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 16-Jul-2012

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X FA4626-12-R-0005

X 9B. DATED (SEE ITEM 11)

01-May-2012

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

16-Jul-2012

CODE

FA4626 341ST CONTRACTING SQUADRON

7015 GODDARD DRIVE BLDG 145

MALMSTROM AFB MT 59402-6863

FA4626 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

FA4626-12-R-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION B - SUPPLIES OR SERVICES AND PRICES

Global Changes

CLIN 0001 -- CLIN 4001

The CLIN extended description has changed from The prices provided for CLINS 0001AA thru 0001BA will be the prices used for any sites, mobilization, and bonding for the calendar year 2012. Sites to be identified per Delivery Order. See Section B for bid schedule. to The prices provided for CLINS 0001AA thru 0001BC will be the prices used for any sites, mobilization, and bonding for the calendar year 2012. Sites to be identified per Delivery Order. See Section B for bid schedule..

The following have been modified:

BID SCHEDULE

Section B - Supplies or Services and Prices

SECTION B CONTINUATION SHEET

BASE YEAR

ITEM

0001 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. Bore Rig Mobilization shall be paid as Each (EA).

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Bore Rig Mobilization Each _________ 1 ___________

0001 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. Erosion Control Mobilization shall be paid as Each (EA).

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Erosion Control Mobilization Each _________ 1 ___________

0001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Install Fused/Continuous LF __________ 1 _________ Length HDPE

0001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Install Fused/Continuous LF __________ 1 __ ________ Length HDPE

0001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Install Fused/Continuous LF _________ 1 __ ________

0001 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.

UNIT UNIT EXTENDED

Directional Bore Clay 4” LF _ ________ 1 _________

0001 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 exceed 500 LF per site.

Directional Bore Clay 6” LF __________ 1 _________

0001 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.

UNIT UNIT EXTENDED

Directional Bore Clay 4” LF ________ 1 __________

0001 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.

UNIT UNIT EXTENDED

Directional Bore Cobble 4” LF __________ 1 __________

0001 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.

UNIT UNIT EXTENDED

Directional Bore Cobble 6” LF __________ 1 __________

0001 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.

UNIT UNIT EXTENDED

Directional Bore Cobble 6” LF __________ 1 _________

0001 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.

Directional Bore Rock LF _________ 1 _________

0001 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.

UNIT UNIT EXTENDED

Directional Bore Rock LF __________ 1 ____________

0001 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.

UNIT UNIT EXTENDED

Directional Bore Rock 4” LF ________ 1 _________

0001 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.

UNIT UNIT EXTENDED

Directional Bore Shale 4” LF __________ 1 __________

0001 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.

UNIT UNIT EXTENDED

0001 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.

Directional Bore Shale 6” LF __________ 1 ___________

0001 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.

UNIT UNIT EXTENDED

Class III Rock CY ________ 1 _________

0001 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.

UNIT UNIT EXTENDED

Class II Rock CY ________ 1 __________

0001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Class I Rock CY ________ 1 __________

0001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Rip Rap Hauling Ton/Mile ________ 1 _________

0001 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.

Fill Dirt CY ________ 1 _________

0001 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.

Top Soil Dirt CY ________ 1 __________

0001 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 site.

Erosion Repair Site _______ 1 _________

0001 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).

Erosion Repair CY __________ 1 ____________

0001 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.

Wattle EA ________ 1 ____________

0001 BC. Bonding. Shall be paid for as a Lump Sum (LS) at the amount per Government contract requirements.

Bonding Lump Sum _______ 1 ____________

Estimated Total CLINS 0001 AA- 0001BC ______________

ITEM

1001 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. Mobilization shall be paid as Each (EA).

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

1001 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. Mobilization shall be paid as Each (EA).

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Erosion Control Mobilization Each _________ 1 ___________

1001 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.

UNIT UNIT EXTENDED

Install Fused/Continuous LF __________ 1 _________

OPTION

YEAR 1

1001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

1001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

1001 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.

UNIT UNIT EXTENDED

1001 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 exceed 500 LF per site.

UNIT UNIT EXTENDED

1001 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.

1001 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.

UNIT UNIT EXTENDED

1001 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.

UNIT UNIT EXTENDED

1001 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.

UNIT UNIT EXTENDED

1001 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.

UNIT UNIT EXTENDED

1001 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.

1001 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.

UNIT UNIT EXTENDED

1001 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.

UNIT UNIT EXTENDED

1001 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.

UNIT UNIT EXTENDED

1001 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.

UNIT UNIT EXTENDED

1001 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.

1001 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.

UNIT UNIT EXTENDED

1001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Class I Rock CY ________ 1 __________

1001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Rip Rap Hauling Ton/Mile ________ 1 _________

1001 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.

1001 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.

1001 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 site.

1001 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).

1001 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.

1001 BC. Bonding. Shall be paid for as a Lump Sum (LS) at the amount per Government contract requirements.

Estimated Total CLINS 1001 AA- 1001BC ______________

OPTION YEAR 2

2001 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. Mobilization shall be paid as Each (EA).

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

2001 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. Mobilization shall be paid as Each (EA).

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Erosion Control Mobilization Each _________ 1 ___________

2001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

2001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

2001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

2001 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.

UNIT UNIT EXTENDED

2001 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 exceed 500 LF per site.

UNIT UNIT EXTENDED

2001 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.

UNIT UNIT EXTENDED

2001 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.

UNIT UNIT EXTENDED

2001 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.

UNIT UNIT EXTENDED

2001 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.

UNIT UNIT EXTENDED

2001 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.

UNIT UNIT EXTENDED

2001 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.

UNIT UNIT EXTENDED

2001 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.

UNIT UNIT EXTENDED

2001 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.

UNIT UNIT EXTENDED

2001 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.

UNIT UNIT EXTENDED

2001 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.

UNIT UNIT EXTENDED

2001 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.

2001 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.

UNIT UNIT EXTENDED

2001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Class I Rock CY ________ 1 __________

2001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Rip Rap Hauling Ton/Mile ________ 1 _________

2001 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.

2001 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.

2001 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 site.

2001 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).

2001 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.

2001 BC. Bonding. Shall be paid for as a Lump Sum (LS) at the amount per Government contract requirements.

Estimated Total CLINS 2001 AA- 2001BC ______________

OPTION YEAR 3

3001 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. Mobilization shall be paid as Each (EA).

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

3001 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. Mobilization shall be paid as Each (EA).

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Erosion Control Mobilization Each _________ 1 ___________

3001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

3001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

3001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

3001 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.

UNIT UNIT EXTENDED

3001 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 exceed 500 LF per site.

UNIT UNIT EXTENDED

3001 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.

UNIT UNIT EXTENDED

3001 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.

UNIT UNIT EXTENDED

3001 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.

UNIT UNIT EXTENDED

3001 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.

UNIT UNIT EXTENDED

3001 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.

UNIT UNIT EXTENDED

3001 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.

UNIT UNIT EXTENDED

3001 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.

UNIT UNIT EXTENDED

3001 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.

UNIT UNIT EXTENDED

3001 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.

UNIT UNIT EXTENDED

3001 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.

UNIT UNIT EXTENDED

3001 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.

3001 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.

UNIT UNIT EXTENDED

3001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Class I Rock CY ________ 1 __________

3001 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.

UNIT UNIT EXTENDED

UNIT PRICE EST QTY PRICE

Rip Rap Hauling Ton/Mile ________ 1 _________

3001 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.

3001 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.

3001 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 site.

3001 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,…