AG-0489-S-10-0258_kmrd-rd-south_amend1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 27

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

One (1) March 3, 2010

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

USDA Forest Service EROC - Northwest 16400 Champion Way Sandy, OR 97055

USDA Forest Service EROC - Northwest 16400 Champion Way Sandy, OR 97055

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

AG-0489-S-10-0258

RECOVERY KMRD Road Storage South

9B. DATED (SEE ITEM 11)

2/18/2010

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 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.

copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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.

(X) 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

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

copies to the issuing office.

Amendment One – Revises the following sections from the original solicitaiton:

Schedule of Items, Section H, Summary of Estimated Quantities, KMRD Road Storage South Work Log Amendment One – Adds the following new document: Beaver Proof Add On Typical Installation.

This solicitation is not extended and continues to close on March 19, 2010 at 2:00 pm PT..

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

Tonya Rymer, Contracting Officer

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

3/3/2010 (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

SCHEDULE OF ITEMS

SECTION B – SERVICES AND PRICES

KMRD Road Storage South (REVISED Amendment One)

Base Items Item

Number Description

Unit Estimated Quantity

Unit Price

Total

1.1 303(01) Roadway Reconditioning Mile 64.36 $_______ $__________

1.2*

571(06) Furnish and Install Treated Structural Timber, 40’ Glue Laminated Bridge, Wood curbs, Sills and Backwalls

ROAD 8430050 MP 0.74

Lump Sum

1.3*

Structural Timber, 40’ Glue Laminated Bridge, Wood curbs, Sills and Backwalls

ROAD 8430299 MP 0.08

1.4*

Structural Timber, 40’ Glue Laminated Bridge, Wood curbs, Sills and Backwalls

ROAD 8446000 MP 4.49

1.5*

573(01) Minor Bridge Repair Road 8400000 Shoal Cove MP 26.848 (60'

MBS)

1.6*

573(01) Minor Bridge Repair Road 8300000 Shelter Cove MP 13.625 (90'

MBS)

1.7* 573(01) Minor Bridge Repair Shelter Cove Road 8330000 MP 2.923 (70' MBS)

Lump

1 $_______ $__________

1.8* 573(01) Minor Bridge Repair Shelter Cove Road 8340000 MP 9.578 (70' MBS)

Lump

1 $_______ $__________

1.9 802(01) Road Storage with drivable (pickup) waterbars

Mile 19.42 $_______ $__________

1.10 802(02) Road Storage with OHV waterbars

Mile 13.62 $_______ $__________

1.11 802(03) Road Storage with removed structures

Mile 9.66 $_______ $__________

1.12 807(2) Medium Sized Crawler Excavator with Operator

Hour 80 $_______ $__________

1.13* 813(1) Spot Surfacing, Government Furnished, Compaction A

CY 100 $_______ $__________

1.14 833(1_24) 24 Inch Culvert Pipe, Contractor Furnish & Install

LF 36 $_______ $__________

1.15 833(1_36) 36 Inch Culvert Pipe, LF 72 $_______ $__________

1.16 833(1_48) 48 Inch Culvert Pipe, LF 40 $_______ $__________

1.17 833(1_60) 60 Inch Culvert Pipe, LF 94 $_______ $__________

1.18 603(BV) Beaver Proof Add-On, 6’ Extension

EA 2 $_______ $__________

1.19 861(01) Resurface Bridge Surface SF 1760 $_______ $__________

1.20* 151(01) Mobilization Shoal Cove LS 1 $_______ $__________

1.21* 151(01) Mobilization Shelter Cove LS 1 $_______ $__________

1.22* 151(01) Mobilization Upper Carroll Inlet LS 1 $_______ $__________

TOTAL

BASE

ITEMS

Option 1 Items Item

Unit Estimated

Unit Price

Total

2.1*

571(06) Furnish and Install Treated Structural Timber, 40’ Glue Laminated Bridge, Wood curbs, Sills and Backwalls at Shoal Cove Road 8400000 MP 27.33

Each

2.2

Hour 32 $_______ $__________

OPTION

Option 2 Items

Unit

Estimated

Unit Price

Total

3.1*

571(06) Furnish and Install Treated Structural Timber, 40’ Glue Laminated at Shoal Cove Road 8430000 MP 6.519

3.2

Hour 32 $_______ $__________

Option 3 Items

Unit Price

Total

4.1*

571(06) Furnish and Install Treated Structural Timber, 40’ Glue Laminated at Shoal Cove Road 8430000 MP 4.365

Option 4 Items

Unit Price

Total

5.1*

571(06) Furnish and Install Treated Structural Timber, 40’ Glue Laminated at Shoal Cove Road 8440000 MP 1.571

Option 5 Items

Unit Price

Total

6.1*

571(06) Furnish and Install Treated Structural Timber, 40’ Glue Laminated at Shoal Cove Road 8440000 MP 2.181

Option 6 Items

Unit Price

Total

7.1*

571(06) Furnish and Install Treated Structural Timber, 40’ Glue Laminated at Shoal Cove Road 8400000 MP 31.437

Option 7 Items

Unit Price

Total

8.1*

571(06) Furnish and Install Treated Structural Timber, 40’ Glue Laminated at Shoal Cove Road 8400000 MP 31.608

NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under

151.01 Mobilization. Payment will be made on actual work performed as described in FP-03 109.01 unless otherwise noted. *Denotes Contract Quantities

Vendor Name: Phone

Signature: Fax Address: Email City, State, Zip: TIN# Duns#

SECTION H--SPECIAL CONTRACT REQUIREMENTS

(REVISED Amendment One)

AGAR 452.236-73 ARCHAEOLOGICAL OR HISTORIC SITES (FEB. 1988)

If a previously unidentified archaeological or historic site(s) is encountered, the Acontractor shall discontinue work in the general area of the site(s) and notify the Contracting Officer immediately.

H.1 ORDER OF PRECEDENCE - REQUIREMENTS, SPECIFICATIONS,

DRAWINGS

Resolve any inconsistencies in the Specifications of this solicitation and any resultant contract by giving precedence in the following order:

(a) Section H - Special Contract Requirements

(b) Special Project Specifications (Latest date highest precedence)

1. Tongass NF. Special Project Specifications

2. Region 10 Special Project Specifications

(c) Standard Specifications

(d) Drawings

1. Drawings, figured dimensions over scaled dimensions

2. Drawings, large scale contract drawings over small scale contract drawings

3. Schedules on contract drawings over any conflicting notations on contract drawings.

4. Shop Drawings - (The term "Shop Drawings", includes drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the Contractor to explain in detail specific portions of the work required by the contract.)

H.2 LANDSCAPE PRESERVATION

(a) The Contractor shall confine operations to within the clearing limits or other areas designated in contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Material which falls outside of these limits shall be retrieved, disposed of, or incorporated in the work as directed by the Contracting Officer, and damage to vegetation or structures outside the clearing limits shall be repaired as directed by the Contracting Officer.

(b) Operation shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.).

(a) Pollutants such as fuels, lubricants, bitumens, raw sewage, and other harmful materials shall not be discharged into or near rivers, streams, and impoundments or into natural or manmade channels leading thereto. Wash water or waste from concrete or aggregate operations shall not be allowed to enter live steams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

Mechanized equipment shall not be operated in live streams without written approval by the Contracting Officer.

(d) Prevention of Oil Spills - If the Contractor maintains storage facilities for oil or oil products on Project Area, appropriate preventive measures shall be taken to insure that any spill of such oil or oil products does not enter any stream or other waters of the United States or any of the individual States.

(d) If the total oil or oil products storage exceeds 1320 gallons or if any single container exceeds a capacity of 660 gallons, the Contractor shall prepare a Spill Prevention Control and Countermeasures (SPCC) Plan. Such plan shall meet applicable EPA requirements (40 CFR 112) including certification by a registered professional engineer.

H.3 USE OF PREMISES

(a) Obtain written approval from the Contracting Officer before opening or operating on National Forest land or lands administered by the Forest Service any camp, quarry, borrow pit, storage area, detour, or bypass site, other than SHOWN ON THE DRAWINGS. A camp is interpreted to include the camp site or trailer parking area of any employee working on the project for the Contractor. Such approval, if granted, will be without charge to the Contractor.

(b) Sanitation Facilities: Provide and maintain the following facilities for the work force at the camp, unless provided otherwise.

1. Meet State of Alaska drinking water regulations 18 AAC 80 regarding potable water supplies for drinking, washing and cooking.

2. Comply with State of Alaska wastewater disposal regulations 18 AAC 72 for domestic sewage.

3. Ensure that the design, operation, and maintenance of all solid waste systems under Forest Service jurisdiction meet all Federal, State, and local requirements. Meet State of Alaska solid waste management regulations (18 AAC 60) and Federal regulations contained in 40 CFR 243, 40 CFR 245, 40 CFR 257, and 40 CFR 258. Remove solid wastes and/or residues and dispose of in approved commercial landfills.

4. Meet the requirements of 40 CFR 112 (Oil Pollution Prevention) for fuel storage. Meet the requirements of 33 CFR 150 and 33 CFR 154 for facilities transferrring oil or hazardous materials in bulk.

(c) Do not begin any camp development, either land based or floating, until a plan for development, occupation, and cleanup is submitted and approved by the Contracting Officer. Include the following informationon this plan:

1. Location and size of the proposed camp development, including a 2.

map.

Wastewater

3. Number of people who will use the site and proposed dates of occupancy.

system.

4. Power supply system.

5. Water supply system.

6. Building layout, shop area, living quarters.

7. Road and trail layout.

8. Clearing limits and slash disposal locations.

9. Borrow areas.

10. Dock and access location.

11. Equipment and fuel storage area and Spill Prevention Control and

Countermeasure (SPCC) plan.

12. Incinerator location and ash disposal plan.

Forest Service will review plan as submitted for completeness and applicability.

Proposed modifications of Contractor's plans will be discussed with the Contractor prior to approval. Any modifications agreed upon will be incorporated in a revised set of plans.

H.4 CONTRACTOR'S USE AND MAINTENANCE OF EXISTING ROADS

The Contractor is authorized to use roads in the immediate construction project area for performance of work under this contract. Such roads are those which are necessary for direct access to designated borrow sites, quarries, stockpile sites, waste areas, campsites, equipment unloading ramps, and other approved work areas. The roads authorized for use will be subject to the following general conditions:

(a) Federal Regulations contained in 36 CFR 261.12; except vehicle weight will not exceed that of AASHTO HS20-44 and/or U80 Loading. Submit written requests to the CO for approval to use L90 and U102 overload Loadings on roads authorized for use. Regulations prohibit damaging a road or blocking a road open to use by others, except as otherwise provided in Special Project Specification 104.

(b) The Government will not snowplow roads for the Contractor's use. The

Contractor may snowplow any road designated for his use. A permit defining snowplowing requirements is required and will be issued by the District Ranger, upon request by the Contractor. Repair any damage to the road structure caused by snow removal operations. Vehicles, other than conventional over-the-snow vehicles (snowmobiles), will not be permitted to use roads when there is an average of more than 4” of snow unless the road has been snowplowed.

The Contractor is responsible for and will perform road maintenance on Forest Service roads in the construction area commensurate with his use. Perform road maintenance at such intervals that prevent deterioration of the roadway, or as directed by the Contracting Officer.

H.5 ROAD MAINTENANCE REQUIREMENTS

Perform road maintenance work on the required roads in accordance with the following:

(a) Maintain existing roadbed by blading and shaping the traveled way and shoulders. Do not undercut banks. Maintain established drainage structures and/or berms, and place additional drainage structures/berms where necessary to protect embankments.

(b) Perform all seasonal weather cleanup, including removal of bank sloughs, minor slides and fallen timber, which can be accomplished by a motor patrol grader equipped with a front end blade, or comparable equipment, and by the use of hand tools. Replace material eroded from fill slopes and clean out drainage ditches and culverts subject to the above equipment limitations.

Deposit the material removed from slides or other sources in locations approved by the Contracting Officer.

H.6 EMERGENCY CONTROL

(a) Immediately extinguish without expense to the Government all fires on or in the vicinity of the project which are caused by the Contractor's employees, whether set directly or indirectly as a result of construction operations, with or without direction by the Forest Service. The Contractor may be held liable for all damages and costs of additional labor, subsistence, equipment, supplies, and transportation deemed necessary by the Government resulting from fires set or caused by Contractor's employees or resulting from construction operations.

(b) Contractor's Responsibility for Controlling Other Emergencies - When requested by the Contracting Officer, allow the Forest Service to temporarily use employees and equipment for emergency control work. Payment will be made at not less than the current area rate established by the Forest Service.

(c) Fire fighting equipment will be required during the fire season from May 10 to

August 31, and during any other period of fire danger designated by the Contracting Officer.

Furnish rust-free fire tools to equip all workers employed in Contractor's operations at each separate work site. Maintain tools in serviceable condition and keep tools in one or more weather-tight fire tools boxes. Paint fire tools boxes red, mark "tools for Fire Only" with letters at least 3” high, and keep sealed. Post a list of the contents inside each fire tool box so as to be visible when opened.

Kind of Tool No. of People Working in Area 1-4 5-9 10-15 Axe, d.b chopping, 32-inch min. handle

16-20 1 1 2 3

Shovels, L.H. R.P., No. 0 or larger 1 3 6 7 Pulaski, 32-inch min. handle 2 3 7 10 File, 10-inch mill bastard 1 1 1 2 Pumps, backpack cans, 5-gal filled with water

1 2 2 3

Equip each internal combustion engine with a spark arrester qualified and rated USDA- Forest Service, Standard 5100-1, unless it is:

(a) Equipped with a turbine-driven exhaust supercharger such as the turbocharger.

There shall be no exhaust bypass.

(b) A multi-position engine, such as on a chain saw, which is equipped with screen arrester, as described in the Forest Service Spark Arrester guide.

A spark arrester, which does not meet the requirements in this guide may be approved upon submission of acceptable proof that the arrester is at least 80 percent efficient in retention, attrition, or destruction of carbon particles. Such arrester may be required to meet higher standards as improvements in design and efficiency are discovered.

(c) A passenger-carrying vehicle or light truck intended primarily for use on roads, and equipped with a factory designed muffler and exhaust system.

(d) A heavy duty truck, such as a dump or log truck, or other vehicle used for commercial hauling, used only on roads and equipped with a factory designed muffler and with a vertical stack exhaust system extending above the cab.

Properly install and constantly maintain in serviceable condition all exhaust equipment described in this Subsection, including spark arresters and mufflers.

Equip each unit of mobile or stationary power equipment, including trucks, with one shovel, and at least one fire extinguisher meeting one of the following specifications:

1. 2-1/2 pound size or larger dry chemical type.

2. 4-pound size or larger carbon dioxide type.

Test or check each extinguisher for proper functioning prior to the beginning of fire precautionary period.

Provide each gasoline power saw with one chemical-pressurized fire extinguisher of not less than 8-ounce capacity by weight. Maintain the extinguisher in good working order at all times.

Do not burn camp refuse, brush, slash, or debris such as that resulting from clearing around camps or on rights-of-way, without the written approval of the Contracting Officer. Submit written requests for burning to the Contracting Officer at least 48 hours in advance of intended burning. The Contracting Officer will approve routine camp refuse disposal incineration in the camp development proposal.

H.7 PROSECUTION OF WORK

Areas of weak ground are crossed on this project. The initial embankment depth shall be as SHOWN ON THE DRAWINGS or determined by the Contracting Officer.

Reestablish design centerline grade and alignment in accordance with Section 152 as construction progresses, and prior to the placement of borrow excavation. Reestablished design grades may be re-staked by the Contracting Officer to meet local conditions.

Final grades may be at elevations other than those SHOWN ON THE DRAWINGS, but in no instance will they be lower than that of the surrounding ground elevations. When directed by the CO, return to previously constructed road or trail embankments and place additional borrow material where subsidence has occurred as a result of construction traffic displacing unstable or weak soil underlying the roadway.

Linear Grading reflects estimated borow excavation volumes, based on previous designs including additional material for anticipated subsidence. The estimated quantities may vary locally depending on extent of subsidence or the condition of the existing road (ground for trail). Payment for additional material placed in areas of subsidence is included in the appropriate Borrow Excavation pay item in the Schedule of Items.

H.8 DISPOSAL OF MERCHANTABLE TIMBER

All timber meeting Forest Service merchantability standards logged during prosecution of this contract, remains the property of the Government. Deck logs in the immediate vicinity in accordance with Section 201 of the specifications.

Buck trees in various lengths to obtain the greatest utilization of material meeting the following utilization standards. The Minimum merchantable piece shall be 6” in diameter inside bark at small end, 12 feet in length, have a net scale of 33 1/3 percent of its gross scale for a sawlog or produce not less than 50 percent of its gross volume in firm usable pulp chips.

Trim allowance shall be a maximum of 12” for log lengths up to 40 foot. An additional 2” of trim shall be allowed for each 10 foot of log length over 40 foot.

Use humbolt undercut in felling merchantable timber. Buck all limbs flush with merchantable logs.

All dead trees which are sufficiently tall to reach the roadbed are designated for cutting.

Fell other fire-dangerous dead trees or unstable live trees within 200 foot slope distance of the center line of the road, when marked by the Forest Service. Treat all timber under this subsection meeting utilization standards in accordance with Specification 201 Subsection 201.04, unless relieved in writing.

Cut and use timber designated by the Contracting Officer for construction, without charge.

H.9 LOCAL MATERIAL SOURCES

Rock Borrow for this project consists of loose rock in existing borrow sources.

Submit a development plan to the CO for each borrow source for approval prior to commencing any development activities.

A Government supply of crushed aggregate is located in the borrow source on the Shelter Cove road system on road 8340000 at milepost 0.694.

H.10 OTHER CONTRACTS

The Government may undertake or award other contracts for additional work at or near the site of the work under this contract. The Contractor shall fully cooperate with the other contractors and with Government employees and shall carefully adapt scheduling and performing the work under this contract to accommodate the additional work, heeding any direction that may be provided by the Contracting Officer. The Contractor shall not commit or permit any act that will interfere with the performance of work by any other contractor or by Government employees.

H.11 CREEK CROSSINGS

CREEK CROSSINGS: Schedule and conduct in-stream work to minimize disturbance to streams.

1. Do not cross streams without Contracting Officer approval.

2. Submit a written crossing plan to the Contracting Officer for approval 14 calendar days before creek crossing is planned. Two machine crossings will be permitted during the timing window for all streams designated on the Work Lists as fish streams. Outside of this time period, no machine crossings will be permitted if fish eggs are present in the gravel or adult fish are present in the stream; otherwise two machine crossings will be permitted.

3. Limit machine crossings to two times for all live streams not designated on the Work Lists as fish streams with pipes 48” and larger installed.

4. In-stream activity on the streams identified below are identified as fish streams:

MAF

ROAD

NO.

MILE

POST

STRUCTURE/Work Item

Fish* Presence

TIMING

WINDOW**

Shelte r 8330400 0.013 Remove 24" culvert ct 7/18 – 8/15

Shoal 8430050 0.739

Remove 36" culvert, replace with Glulam bridge ct 7/18 – 8/15

Shoal 8430299 0.08

Remove 24" culvert, replace with Glulam bridge ct 7/18 – 8/15

Shoal 8435000 0.03 Removed Culvert co 6/15 -9/1 Shoal 8435000 0.593 Remove 18" culvert ct 7/18 – 8/15 Shoal 8435000 0.686 Remove 18" culvert ct 7/18 – 8/15 Shoal 8435000 0.757 Remove 24" culvert ct 7/18 – 8/15

Shoal 8435000 0.881

Remove 24" culvert ct 7/18 – 8/15

Shoal 8435000 0.912 Remove 18" culvert ct 7/18 – 8/15 Shoal 8444000 3.15 Removed Bridge ct 7/18 – 8/15 Shoal 8444000 3.638 Remove 108" culvert ct 7/18 – 8/15 Shoal 8444000 4.921 Remove 84" culvert ct 7/18 – 8/15 Shoal 8444000 5.002 Remove 24" culvert ct 7/18 – 8/15 Shoal 8444000 5.089 Remove 48" culvert ct 7/18 – 8/15

Shoal 8446000 4.492

Remove 72" culvert, replace with Glulam bridge dv none

Shoal 8446200 0.052 Remove 24" culvert dv none MAF – Marine Access Facility *ct – cutthroat trout, co – coho, dv – dolly varden trout **variations from these timing windows may be possible upon request

H.12 OPTIONAL ITEMS

Except when it is determined in accordance with FAR 17.206(b) not to be in the Governments best interests, the Government will evaluate offers for award by adding the total price for all options to the total price for basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

The contractor is to provide all information required in Section B of the solicitation (Supplies or Services Prices/Costs) for all items listed in the base contract and all items listed in the optional work.

The government will provide the contractor with a thirty day written notice of intent to execute the optional item(s). The Government may elect to exercise any or all of the options at the discretion of the Contracting Officer. Any option that the Government elects to exercise will include all the work listed under that option.

When the Government exercises optional work, the price provided by the contractor at time of solicitation is the contract price for that work. The Contracting Officer will modify the Contract Completion Date to extend the date as appropriate.

ITEM

NUMBER DESCRIPTION

METHOD OF

MEASURMENT UNIT SHOAL COVE SHELTER COVE UPPER CARROLL TOTAL

BASE

1.1 303(01) ROADWAY RECONDITIONING AQ MILE 31.03 25.71 7.62 64.36

1.2

571(06) FURNISH AND INSTALL TREATED STRUCTURAL TIMBER, 40' GLUE

LAMINATED BRIDGE, WOOD CURBS, SILLS AND BACKWALLS ROAD 8430050 MP

0.74 CQ LS 1 1

571(06) FURNISH AND INSTALL TREATED STRUCTURAL TIMBER, 40' GLUE

LAMINATED BRIDGE WOOD CURBS SILLS AND BACKWALLS ROAD 8430299 MP

SUMMARY OF ESTIMATED QUANTITIES

Page 1 of 3 KMRD Road Storage South

1.3

LAMINATED BRIDGE, WOOD CURBS, SILLS AND BACKWALLS ROAD 8430299 MP

0.08 CQ LS 1 1

1.4

571(06) FURNISH AND INSTALL TREATED STRUCTURAL TIMBER, 40' GLUE

LAMINATED BRIDGE, WOOD CURBS, SILLS AND BACKWALLS ROAD 8446000 MP

4.49 CQ LS 1 1

1.5 573(01) MINOR BRIDGE REPAIR ROAD 8400000 SHOAL COVE MP 26.848 (60' MBS) CQ LS 1 1

1.6

573(01) MINOR BRIDGE REPAIR ROAD 8300000 SHELTER COVE MP 13.625 (90'

MBS) CQ LS 1 1

573(01) MINOR BRIDGE REPAIR SHELTER COVE ROAD 8330000 MP 2 923 (70'

1.7

573(01) MINOR BRIDGE REPAIR SHELTER COVE ROAD 8330000 MP 2.923 (70'

MBS) CQ LS 1 1

1.8

573(01) MINOR BRIDGE REPAIR SHELTER COVE ROAD 8340000 MP 9.578 (70'

MBS) CQ LS 1 1

1.9 802(01) ROAD STORAGE WITH DRIVABLE (PICKUP) WATERBARS AQ MILE 13.31 6.11 19.42

1.10 802(02) ROAD STORAGE WITH OHV WATERBARS AQ MILE 6.53 7.09 13.62

1.11 802(03) ROAD STORAGE WITH REMOVED STRUCTURES AQ MILE 6.70 2.16 0.8 9.66

1.12 807(2) MEDIUM SIZED CRAWLER EXCAVATOR WITH OPERATOR AQ HOUR 40 40 80

1.13 813(1) SPOT SURFACING, GOVERNMENT FURNISHED, COMPACTION A CQ CY 100 100

1.14 833(1_24) 24 INCH CULVERT PIPE, CONTRACTOR FURNISH & INSTALL AQ LF 36 36

1.15 833(1_36) 36 INCH CULVERT PIPE, CONTRACTOR FURNISH & INSTALL AQ LF 36 36 72

1.16 833(1_48) 48 INCH CULVERT PIPE, CONTRACTOR FURNISH & INSTALL AQ LF 40 40

1.17 833(1_60) 60 INCH CULVERT PIPE, CONTRACTOR FURNISH & INSTALL AQ LF 94 94

Page 1 of 3 KMRD Road Storage South

METHOD OF

MEASURMENT UNIT SHOAL COVE SHELTER COVE UPPER CARROLL TOTAL

BASE, CONT.

1.18 603(BV) BEAVER PROOF ADD‐ON, 6' EXTENSION CQ EA 2 2

1.19 861(01) RESURFACE BRIDGE SURFACE AQ SF 1120 640 1760

1.20 151(01) MOBILIZATION SHOAL COVE CQ LS 1 1

1.21 MOBILIZATION SHELTER COVE CQ LS 1 1

SUMMARY OF ESTIMATED QUANTITIES

Page 2 of 3 KMRD Road Storage South

1.22 MOBILIZATION UPPER CARROLL CQ LS 1 1

OPTION 1

2.1

571(06) FURNISH AND INSTALL TREATED STRUCTURAL TIMBER, 40' GLUE

LAMINATED BRIDGE, WOOD CURBS, SILLS AND BACKWALLS AT SHOAL COVE

ROAD 8400000 MP 27.33 CQ EACH 1 1

2.2 807(2) MEDIUM SIZED CRAWLER EXCAVATOR WITH OPERATOR AQ HOUR 32 32

OPTION 2

3 1

571(06) FURNISH AND INSTALL TREATED STRUCTURAL TIMBER, 40' GLUE

LAMINATED BRIDGE, WOOD CURBS, SILLS AND BACKWALLS AT SHOAL COVE

ROAD 8430000 MP 6 519 CQ EACH 1 13.1 ROAD 8430000 MP 6.519 CQ EACH 1 1

3.2 807(2) MEDIUM SIZED CRAWLER EXCAVATOR WITH OPERATOR AQ HOUR 32 32

OPTION 3

4.1

571(06) FURNISH AND INSTALL TREATED STRUCTURAL TIMBER, 40' GLUE

LAMINATED BRIDGE, WOOD CURBS, SILLS AND BACKWALLS AT SHOAL COVE

ROAD 8430000 MP 4.365 CQ EACH 1 1

OPTION 4

5.1

571(06) FURNISH AND INSTALL TREATED STRUCTURAL TIMBER, 40' GLUE

LAMINATED BRIDGE, WOOD CURBS, SILLS AND BACKWALLS AT SHOAL COVE

ROAD 8440000 MP 1.571 CQ EACH 1 1

OPTION 5

6.1

571(06) FURNISH AND INSTALL TREATED STRUCTURAL TIMBER, 40' GLUE

LAMINATED BRIDGE, WOOD CURBS, SILLS AND BACKWALLS AT SHOAL COVE

ROAD 8440000 MP 2.181 CQ EACH 1 1

Page 2 of 3 KMRD Road Storage South

METHOD OF

MEASURMENT UNIT SHOAL COVE SHELTER COVE UPPER CARROLL TOTAL

OPTION 6

7.1

571(06) FURNISH AND INSTALL TREATED STRUCTURAL TIMBER, 40' GLUE

LAMINATED BRIDGE, WOOD CURBS, SILLS AND BACKWALLS AT SHOAL COVE

ROAD 8400000 MP 31.437 CQ EACH 1 1

OPTION 7

8.1

571(06) FURNISH AND INSTALL TREATED STRUCTURAL TIMBER, 40' GLUE

LAMINATED BRIDGE, WOOD CURBS, SILLS AND BACKWALLS AT SHOAL COVE

ROAD 8400000 MP 31.608 CQ EACH 1 1

SUMMARY OF ESTIMATED QUANTITIES

Page 3 of 3 KMRD Road Storage SouthPage 3 of 3 KMRD Road Storage South

Road No From MP To MP Length Work Description

Shelter Cove

8300000 12.00 20.29 8.29 Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins, repair road shoulder MP 19.9

13.625

90' MBS bridge ‐ Replace untreated curbs and risers with pressure treated members, same size members, may re‐use bolts, nuts, washers. 12"x12"x15' 4 each, 12'x12'x10' 10 each, 12"x12"x2.5' 16 each

8300300 0.00 0.25 0.25 Remove brush from road surface for equipment access, clean ditches and catch basins, construct OHV waterbars

8300360 0.00 0.16 0.16

Remove all drainage structures, construct a barrier to motorized traffic at beginning of road using excavated roadway materials

8330000 0.00 4.84 4.84

Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins, repair road shoulder MP 2.3 50 CY Borrow

2.923 70' MBS bridge install new wearing surface planks

Replace untreated curbs and risers with pressure treated members, same size members, may re‐use bolts, nuts, washers.

12"x12"x11' 4 each 12"x12"x12'‐8" 8 each 12"x12"x2'‐6" risers 14 each

8330020 0.00 0.61 0.61

Remove all drainage structures, construct a barrier to motorized traffic at beginning of road using excavated roadway materials

0.084 Remove 18" culvert

0.137 Remove 18" culvert

0.166 Remove 18" culvert

0.196 Remove 18" culvert

0.232 Remove 18" culvert

0.307 Remove 18" culvert

0.349 Remove 24" culvert

0.373 Remove 18" culvert

0.454 Remove 18" culvert

0.552 Remove 18" culvert

KMRD Road Storage South Worklog

Shelter Cove

8330400 0.00 0.47 0.47 Remove brush from road surface for equipment access, clean ditches and catch basins, construct OHV waterbars

0.013 Remove 24" culvert fish stream

8333000 0.00 0.23 0.23 Remove brush from road surface for equipment access, clean ditches and catch basins, construct OHV waterbars

0.084 Remove 36" culvert

0.188 Remove 18" culvert

8337000 0.00 4.6 4.6 Remove brush from road surface for equipment access, clean ditches and catch basins, construct OHV waterbars

8337500 0.00 0.64 0.64 Remove brush from road surface for equipment access, clean ditches and catch basins, construct OHV waterbars

8340000 0.00 11.93 11.93 Roadside brushing, clean ditches, clean catch basins

6.173 Replace existing 60" culvert with a 60"x44' culvert, 20 CY Borow, 100 CY crushed aggregate from Gov stockpile

6.338 Replace 48" culvert with 60"x50' culvert

9.578 70' MBS bridge install new wearing surface planks

Replace untreated curbs and risers with pressure treated members, same size members, may re‐use bolts, nuts, washers.

12"x12"x11' 4 each 12"x12"x12'‐8" 8 each 12"x12"x2'‐6" risers 14 each

8340100 0.00 0.57 0.57 Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins

8340105 0.00 0.08 0.08 Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins

8340160 0.00 0.9 0.9 Remove brush from road surface for equipment access, clean ditches and catch basins, construct OHV waterbars

8340400 2.014 40' Hamilton bridge install new wearing surface planks (640 SF)

8340900 0.00 0.71 0.71

Remove all drainage structures, construct a barrier to motorized traffic at beginning of road using excavated roadway materials

0.044 Remove 18" culvert

0.127 Remove 24" culvert

Shelter Cove

8340900 0.15 Remove 18" culvert

0.247 Remove 24" culvert

0.334 Remove 18" culvert

0.443 Remove 24" culvert

8340900

0.498 Remove 18" culvert

0.713 Remove 24" culvert

8347000 0.00 0.68 0.68

Remove all drainage structures, construct a barrier to motorized traffic at beginning of road using excavated roadway materials

0.146 Remove 60" culvert

0.191 Remove 18" culvert

0.226 Remove 18" culvert

0.341 Remove 18" culvert

0.429 Remove 18" culvert

0.453 Remove 18" culvert

0.558 Remove 18" culvert

0.614 Remove 18" culvert

Shoal Cove

Road No From MP To MP Work Description

8400000 23.6 27.32 3.72 Remove brush from road surface for equipment access, clean ditches and catch basins, construct drivable waterbars

26.85 60' MBS bridge install new wearing surface planks

Replace untreated curbs and risers with pressure treated members, same size members, may re‐use bolts, nuts, washers.

12"x12"x12'‐8" 4 each 12"x12"x12' 6 each 12"x12"x2'‐6" risers 12 each

8400000 27.32 37.93 10.61 Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins

32.45

Replace 24" culvert with 24"x 36' culvert, provide and install a Beaver Proof Add‐On (phone #780‐963‐8311) or approved like kind on the 24" culvert inlet.

Shoal Cove

8400360 0 0.68 0.68 Remove brush from road surface for equipment access, clean ditches and catch basins, construct drivable waterbars

8400420 0 1.44 1.44 Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins

8400440 0 1.73 1.73 Remove brush from road surface for equipment access, clean ditches and catch basins, construct drivable waterbars

8400441 0 0.81 0.81 Remove brush from road surface for equipment access, clean ditches and catch basins, construct drivable waterbars

8400450 0 2.49 2.49 Remove brush from road surface for equipment access, clean ditches and catch basins, construct OHV waterbars

8400452 0 0.83 0.83 Remove brush from road surface for equipment access, clean ditches and catch basins, construct OHV waterbars

8430000 0 8.35 8.35 Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins

4.17 Replace wearing surface planks on 70' bridge (1120 SF)

4.600

Replace existing culvert with 36"x 36' culvert, provide and install a Beaver Proof Add‐On (phone #780‐963‐8311) or approved like kind on the 36" culvert inlet.

8430050 0 0.86 0.86 Remove brush from road surface for equipment access, clean ditches and catch basins, construct OHV waterbars

0.60 Replace log culvert with 48" x 40' CMP

0.74 Replace 36" cmp with 40' glulam bridge 6' wide fish stream

8430200 0 0.83 0.83 Remove brush from road surface for equipment access, clean ditches and catch basins, construct drivable waterbars

8430299 0 0.26 0.26 Remove brush from road surface for equipment access, clean ditches and catch basins, construct drivable waterbars

0.08 Replace 24" culvert with 40' glulam bridge 5' wide fish stream 8' fill height

8435000 0 1.800 1.80

Remove all drainage structures, construct a barrier to motorized traffic at beginning of road using excavated roadway materials

0.030 Removed culvert fish stream

Shoal Cove

8435000 0.234 Remove 18" culvert

0.398 Remove 18" culvert

0.494 Remove 18" culvert

0.520 Remove 18" culvert

0.593 Remove 18" culvert fish stream

0.686 Remove 18" culvert fish stream

0.757 Remove 24" culvert fish stream

0.881 Remove 24" culvert fish stream

0.912 Remove 18" culvert fish stream

1.039 Remove 18" culvert

1.179 Remove 18" culvert

1.223 Remove 18" culvert

1.316 Remove 18" culvert

1.340 Remove 18" culvert

1.429 Remove 18" culvert

1.528 Remove 18" culvert

1.573 Remove 18" culvert

1.800 Remove 24" culvert

2.410 Remove log culvert

8440000 0 3.72 3.72 Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins

8440200 0 0.29 0.29 motorized traffic at beginning of road using excavated roadway materials

8442000 0 1.01 1.01 Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins

8442100 0 1.35 1.35 Remove brush from road surface for equipment access, clean ditches and catch basins, construct OHV waterbars

8444000 0 3.15 3.15 Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins

3.15 Removed bridge fish stream

Shoal Cove

8444000 3.15 6.00 2.85 Remove all drainage structures

3.23 Remove 18" culvert

3.29 Remove 18" culvert

3.31 Remove 24" culvert

3.37 Remove 18" culvert

3.39 Remove 18" culvert

3.45 Remove 48" culvert

3.54 Remove 18" culvert

3.59 Remove 36" culvert

3.64 Remove 108" culvert fish stream

3.66 Remove 18" culvert

3.68 Remove 18" culvert

3.70 Remove 36" culvert

3.73 Remove 24" culvert

3.79 Remove 48" culvert

3.97 Remove 18" culvert

4.08 Remove 18" culvert

4.21 Remove 18" culvert

4.25 Remove 18" culvert

4.30 Remove 18" culvert

8444000 4.42 Remove 18" culvert

4.61 Remove 18" culvert

4.70 Remove 18" culvert

4.76 Remove 18" culvert

4.81 Remove 24" culvert

4.92 Remove 84" culvert fish stream

5.00 Remove 24" culvert fish stream

5.07 Remove 36" culvert

5.09 Remove 48" culvert fish stream

5.13 Remove 24" culvert

Shoal Cove

8444000 5.27 Remove 18" culvert

5.28 Remove 18" culvert

5.34 Remove 18" culvert

5.41 Remove 60" culvert

5.44 Remove 18" culvert

5.54 Remove 18" culvert

5.59 Remove 36" culvert

5.63 Remove 18" culvert

5.67 Remove 18" culvert

5.76 Remove 24" culvert

8446000 0 2.75 2.75 Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins

2.75 8.03 5.28 Remove brush from road surface for equipment access, clean ditches and catch basins, construct drivable waterbars

4.49 Remove 72" culvert, replace with 40' glulam bridge 13' wide fish stream 9' fill height

8446100 0 0.76 0.76

Remove all drainage structures, construct a barrier to motorized traffic at beginning of road using excavated roadway materials

0.17 Remove 18" culvert

0.23 Remove 18" culvert

0.42 Remove 18" culvert

8446100 0.57 Remove 18" culvert

0.71 Remove 18" culvert

0.77 Remove 18" culvert

8446200 0 1.00 1.00

Remove all drainage structures, construct a barrier to motorized traffic at beginning of road using excavated roadway materials

0.05 Remove 24" culvert fish stream below road

0.11 Remove 18" culvert

0.19 Remove 36" culvert

0.24 Remove 18" culvert

0.36 Remove 24" culvert

Shoal Cove

8446200 0.48 Remove 18" culvert

0.56 Remove 48" culvert

0.60 Remove 18" culvert

0.66 Remove 24" culvert

0.75 Remove 36" culvert

0.79 Remove 18" culvert

0.85 Remove 24" culvert

0.91 Remove 18" culvert

0.96 Remove 18" culvert

1.01 Remove 18" culvert

8446400 0 1.00 1.00 Remove brush from road surface for equipment access, clean ditches and catch basins, construct OHV waterbars

Upper Carroll

8400000 East Carroll 46.60 52.70 6.10

Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins, drivable waterbars as staked

50.94 Replace 36" culvert with new 36"x36' culvert

8400500 0.00 0.59 0.59 Remove brush from road surface for equipment access, clean ditches and catch basins, construct drivable waterbars

8400600 0.00 1.44 1.44 Remove brush from road surface for equipment access, clean ditches and catch basins, construct drivable waterbars

8400680 0.00 0.58 0.58

Remove all drainage structures, construct a barrier to motorized traffic at beginning of road using excavated roadway materials

8400685 0.00 0.22 0.22

Remove all drainage structures, construct a barrier to motorized traffic at beginning of road using excavated roadway materials

8400690 0.00 0.29 0.29 Remove brush from road surface for equipment access, clean ditches and catch basins, construct drivable waterbars

8400700 0.00 1.52 1.52 Roadway reconditioning, includes roadside brushing, clean ditches, clean catch basins, waterbars

8448000 0.00 3.79 3.79 Remove brush from road surface for equipment access, clean ditches and catch basins, construct drivable waterbars