Bullion King Amendment 2_Part4.pdf

Measurement and Payment

Measurement will be by the square foot of 45 mil Polypropylene Liner installed per manufacturer's specifications by a manufacturer approved installer. The price bid shall include all costs for labor, materials, equipment and all other items necessary for liner installation. Payment will be made only for the unit price bid in Item 13 of the Bid Schedule, and as work is completed and accepted by PROJECT MANAGER.

TASK 14 COVER REPOSITORY WITH 1" MINUS MATERIAL

This task covers the placement of one inch (1") minus material to a uniform depth of at least six inches (6") over the liner system. This material was stockpiled under Task 6. A total of 600 cubic yards of fine material will be placed over the liner system. The cover material will not be dumped from a height of greater than two feet (2’) above the repository surface, to reduce potential damage to the liner system.

It is the CONTRACTOR's responsibility to protect the liner system during covering operations. Any damage to the liner system will be the CONTRACTOR's responsibility to repair with a manufacturer approved installer.

Measurement and Payment

Measurement for payment for this task will be measured to the nearest cubic yard of placed one inch minus cover materials. Payment for this task will be paid for at prices established in Item 14 of the Bid Schedule per cubic yard placed on the repository. Such payment shall be considered full compensation for all labor, materials, equipment and all other items necessary and incidental to the placing of cover materials on the repository, as directed and described in the specifications. Payment will be as this task is completed and approved by the PROJECT MANAGER. Invoices are to be accompanied by Daily Job Logs summarizing the work included in the invoice.

TASK 15 COVER REPOSITORY WITH UNCLASSIFIED COVER MATERIAL

This task covers the placement of unclassified cover material to a uniform depth of at least twelve inches (12") over the previously placed one inch (1") material and the liner system. This material was stockpiled under Task 7. A total of 1,200 cubic yards of unclassified material will be placed. The cover material will not be dumped from a height of greater than two feet (2’) above the repository surface, to reduce potential damage to the liner system.

It is the CONTRACTOR's responsibility to protect the liner system during covering operations. Any damage to the liner system will be the CONTRACTOR's responsibility to repair with a manufacturer approved installer.

Measurement and Payment

Measurement for payment for this task will be measured to the nearest cubic yard of placed unclassified cover materials. Payment for this task will be paid for at prices established in Item 15 of the Bid Schedule per cubic yard placed on the repository. Such payment shall be considered full compensation for all labor, materials, equipment and all other items necessary and incidental to the placing of cover materials on the repository, as directed and described in the specifications. Payment will be as this task is completed and approved by the PROJECT MANAGER. Invoices are to be accompanied by Daily Job Logs summarizing the work included in the invoice.

TASK 16 FINAL GRADE OF EXCAVATION AREAS

This task includes grading the excavation areas below the access road and outside of the repository to blend with the surrounding landscape.

All excavated areas will be graded so that, when completed, all cut slopes match the contour of immediately adjacent areas.

Measurement and payment for this task will be to the nearest 0.1 acre, and paid at the unit price bid on the Bid Schedule Item 16. The price bid should include all costs for labor, materials, equipment, and all other items necessary for grading the excavated areas. Payment for this task will be made only for the unit price shown under Item 16 of the Bid Schedule. Payment shall be as this task is completed and approved by the

PROJECT MANAGER.

TASK 17 AMEND EXCAVATION AREAS

This Task will chemically amend the waste rock removal excavation areas below the access road and outside of the repository. After the excavation of the mine waste there will remain some acid forming materials that will be amended with limestone crusher fines from the Monarch Quarry. The CONTRACTOR is required to supply 5 cubic yards of limestone crusher fines to utilize to amend the excavation areas. The limestone crusher fines will be spread by whatever means necessary (including by hand) on the steep slopes below the access roads. The limestone will be spread uniformly across all excavation areas, or as directed by the PROJECT MANAGER. The limestone will be incorporated by hand raking into native soil. Limestone will not be spread over bedrock.

Please contact Colorado Lime for a quote for Limestone Crusher Fines:

Colorado Lime 1468 Highway 50 Delta, CO 81416

Phone: (970) 874-8300 Web: www.uslm.com

Limestone must be at least 85% calcium carbonate equivalent or greater.

Measurement and payment for this task will be by the cubic yard of limestone crusher fines spread out across the 1/2 acre excavation area, and paid at the unit price bid on the Bid Schedule Item 17. The price bid should include all costs for labor, materials, equipment, and all other items necessary for procuring limestone crusher fines, delivering them to the Bullion King Mine site, and spreading them across the 1/2 acre excavation area.

Payment for this task will be made only for the unit price shown under Item 17 of the Bid Schedule. Payment shall be as this task is completed and approved by the PROJECT MANAGER.

http://www.manta.com/api/v1/urlverify/http%3A%2F%2Fwww.uslm.com

TASK 18 REVEGETATION

The ground surface of the repository and all disturbed areas, approximately 2 acres in size, will be severely scarified, following completion of the above Tasks. The site will have a uniformly hummocky surface with hummocks constructed in an offset pattern, each having vertical relief of not less than eight inches (8") and spaced no less than one foot (1') apart horizontally. This will be done in order to minimize surface erosion, to promote the development of micro-climates on the reclaimed areas, and to improve growth medium potential.

Seed will be provided by the OWNER. The designated seed mix shall be uniformly hand broadcast on the prepared areas. Seeding shall not be done if the ground is frozen.

Approximately two acres will be revegetated. Seedbed preparation shall be suspended when soil moisture conditions are not suitable for the preparation of a satisfactory seedbed as determined by the PROJECT

MANAGER.

Broadcast seeding shall be performed using hand operated or machine seeders whereby dry seed shall be applied in prescribed quantities uniformly on specified areas, then raked into the top two inches (2") of soil by hand. Broadcast seed shall be covered about one quarter (1/4) to one half (1/2) inch deep by flexible-tine harrowing or a similar method acceptable to the PROJECT MANAGER. One to two operations may be required to obtain adequate coverage as specified by the PROJECT MANAGER.

Additionally, under this Bid Item, the CONTRACTOR will procure, hand fluff, and spread 40 excelsior (aspen fiber) bales for use as mulch across the site. Excelsior mulch is utilized to insulate the ground and provide microclimates for plants, while not introducing any weeds to the site and remaining stationary in high winds without crimping. The excelsior bales will be spread out after seeding has occurred. The excelsior will be fluffed and uniformly spread across all disturbed areas to a depth of exactly two inches (2").

Excelsior can be purchased from Western Excelsior in Mancos, Colorado:

http://www.westernexcelsior.com/

All revegetation will conform to Standard Work Specification 20 from the General Bid Specifications 2009.

Measurement and Payment

Payment for this task will be made at the unit price established in Item 18 of the Bid Schedule. Measurement for payment will be made per acre of revegetation. Revegetation areas will be measured to the nearest 0.1 acre and paid at the unit price bid on the Bid Schedule. Payment for this task will be upon completion of installation and upon approval of the PROJECT MANAGER. Such payment shall be considered full compensation for all labor, materials, equipment and all other items necessary and incidental to the completion of Bid Item 18.

ADDITIONAL BID ITEMS

There are included on the Bid Schedule, several additional bid items. These bid items are NOT GUARANTEED, and will be used only in the event that conditions change on site, and only after approved by the PROJECT MANAGER. The additional bid items for this project include:

http://www.westernexcelsior.com/

TASK 19 ADDITIONAL EXCAVATE AND PLACE WASTE INTO REPOSITORY

This task includes the work required to excavate, transport, and place additional waste materials not included in Task 8. This task will be performed only if the quantity of waste materials exceeds the volume estimate for excavation, hauling, and placement in the repository in Task 8, and only as directed by the PROJECT MANAGER. This task will be accomplished according to the specifications described in Task 8. The additional excavation, transport, and placement of wastes in Bid Item 19 are NOT GUARANTEED. The estimated quantity of additional waste that may be required is 3,000 cubic yards.

Measurement and Payment

Measurement for payment for this task will be measured to the nearest cubic yard of additional mine waste excavated, transported, and placed in the repository area, as directed by the PROJECT MANAGER. Payment for this task will be paid for at unit prices established in Item 19 of the Bid Schedule per cubic yard of additional mine waste excavated, transported, and placed. Such payment shall be considered full compensation for all labor, materials, equipment and all other items necessary and incidental to the excavation, transportation, and placement of mine wastes, as directed and described in the specifications. Payment will be as this task is completed and approved by the PROJECT MANAGER. Invoices are to be accompanied by Daily Job Logs summarizing the work included in the invoice. The additional excavation, transport, and placement of mine wastes in this Task are NOT GUARANTEED.

TASK 20 ADDITONAL EXCAVATOR TIME

This item includes additional machine time for a tracked excavator with operator to be used for grading, hydrologic control and other earthwork as directed by PROJECT MANAGER. The specified machine must have a minimum operating weight of 20,000 lbs and 65 flywheel horsepower. Equipment time will be accounted for in accordance with Equipment Rental Specifications 19 in the General Bid Specifications, 2009.

Equipment time will start as directed by PROJECT MANAGER once the excavator is mobilized to the site.

The hours of additional excavator time in Bid Item 20 are NOT GUARANTEED. The estimated quantity of hours that may be required is 40 hours.

Measurement and Payment

Payment for this task will be reflected under Item 20 of the Bid Schedule as an hourly rate for an Excavator and Operator. Bid hourly rate shall reflect the CONTRACTORS estimate for equipment and personnel cost per hour to complete the task. Measurement will be actual hours required to complete work as directed and approved by the PROJECT MANAGER. The hours of additional excavator time in Bid Item 20 are NOT

GUARANTEED.

TASK 21 ADDITIONAL BULLDOZER TIME

This item includes additional machine time for a D5 Bulldozer (or smaller) with operator to be used for grading, hydrologic control and other earthwork as directed by PROJECT MANAGER. The specified machine must have a minimum operating weight of 20,000 lbs and 96 flywheel horsepower. Equipment time will be accounted for in accordance with Equipment Rental Specifications 19 in the General Bid Specifications, 2009.

Equipment time will start as directed by PROJECT MANAGER once the excavator is mobilized to the site.

The hours of additional bulldozer time in Task 21 are NOT GUARANTEED. The estimated quantity of hours that may be required is 40 hours.

Measurement and Payment

Payment for this task will be reflected under Item 21 of the Bid Schedule as an hourly rate for a bulldozer and operator. Bid hourly rate shall reflect the CONTRACTORS estimate for equipment and personnel cost per hour to complete the task. Measurement will be actual hours required to complete work as directed and approved by the PROJECT MANAGER. The hours of additional bulldozer in Bid Item 21 are NOT

GUARANTEED.

PROJECT OBSERVATION

The PROJECT MANAGER will be at the project site periodically to monitor construction activities and ensure that each work item is completed and constructed to design specifications. The PROJECT MANAGER will be available during regular business hours (8:00 A.M. to 5:00 P.M.) on weekdays. Inspections will not be scheduled on weekend days or holidays without prior approval of the PROJECT MANAGER. It is the CONTRACTOR's responsibility to schedule inspections with the PROJECT MANAGER so as not to delay the work. The following items must be observed and approved by the PROJECT MANAGER before proceeding with additional work:

1. Installation of S-fence

2. Location of run-on channels

3. All stockpile locations

4. All cover material excavation and screening locations

5. One-inch minus stockpile

6. Unclassified cover material stockpile

7. Excavation boundaries

8. Regraded mine waste in repository

9. Location and geometry of all anchor trenches

10. Subgrade

11. Geotextile installation

12. Liner installation

13. One inch minus cover installed over liner

14. Unclassified cover material placed over liner

15. Final grade of excavation area

16. Amended excavation areas

Bullion King Mine Waste Project Revised Bid Schedule

March 16, 2015

PKA-15-746

ITEM

DESCRIPTION

QTY

UNIT

UNIT PRICE

AMOUNT

A. Summary of Qualifications and List of References n/a n/a n/a n/a

1 Mobilize/Demobilize 1 Job $___________ $___________________

2 SHEAP 1 Job $___________ $___________________

3 Improve Access Road and Return to Original Condition 1 Job $___________ $___________________

4 Erosion Control (S-fence) 500 Linear Feet $___________ $___________________

5 Construction Run-On Channels 500 Linear

Feet $___________ $___________________

6 Stockpile 1" Minus Cover Material 600 Cubic

Yards $___________ $___________________

7 Stockpile Unclassified Cover Material 1,200 Cubic

Yards

Excavate and Place Waste Below Access Road into Repository

3,000 Cubic Yards $___________ $___________________

9 Regrade Mine Waste in Repository 30,000 Square

Feet $___________ $___________________

10 Construct Liner Anchor Trench and Backfill 700 Linear

Feet $___________ $___________________

11 Subgrade Preparation 30,000 Square Feet $___________ $___________________

12 Install 8 mil Geotextile Under and Over Liner 60,000 Square

Feet $___________ $___________________

13 Install 45 mil Polypropylene Liner 30,000 Square

Feet $___________ $___________________

14 Cover Repository with 1" Minus Material 600 Cubic

Yards $___________ $___________________

15 Cover Repository with Unclassified Cover Material 1,200 Cubic

Yards $___________ $___________________

16 Final Grade of Excavation Areas 1/2 Acres $___________ $___________________

17 Amend Excavation Area 1/2 Acres $___________ $___________________

18 Revegetation 2 Acres $___________ $___________________

19 ADDITIONAL Excavate and Place Waste into Repository 3,000 Cubic

Yards $___________ $___________________

20 ADDITIONAL Excavator Time 40 Hours $___________ $___________________

21 ADDITIONAL Bulldozer Time 40 Hours $___________ $___________________

GRAND TOTAL $______________________

THIS BID SCHEDULE MUST BE RETURNED

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