A04_SOW.docx

STATEMENT OF WORK

Eureka Old Fire Station Admin. Structures Decommissioning Table of Contents

1. GENERAL

1.1 Scope of Work

The Bureau of Land Management (BLM) is seeking the services of a professional contractor to demolish and dispose properly the old BLM former Eureka Fire Station structures located at the east end of the Spring Street in Eureka, Nevada. All five structures must be removed down to a minimum of two feet below the native ground. All building floor slabs, foundations, wood and concrete footings, and driveways must be demolished and removed. A hazardous materials investigation titled “REPORT OF HAZARDOUS MATERIAL EVALUATION, Eureka Old Fire Station Admin Site, 10293 Spring Street, Eureka, Nevada 89316, Converse Project No. 22-23151-01, June 20 2022” by CONVERSE CONSULTANTS for this project was recently conducted. This report is included in the contract solicitation documents. Note that Contractor may need to conduct any additional appropriate tests that he/she deems necessary for his/her operations. Contractor must take all needed actions to remove and appropriately dispose all hazardous and non-hazardous materials from the site in accordance with all Federal, State, and local Government regulations. Contractor is responsible for obtaining all required/necessary permits from regularity agencies/entities such as City, County and agencies having jurisdiction authorities over the site and activities. All utilities shall be properly disconnected, capped, or otherwise rendered inoperable in such a manner as to provide safe operation of the remaining site utilities. All utilities serving the buildings to be demolished shall be disconnected prior to beginning demolition operations. Contractor shall contact utility services providers (County for sewer and water, Mount Wheeler for electrical) and follow their process and instructions in regard to proper procedures on how to abandon the utility lines. All fences around the structures must be demolished and properly disposed. All retaining walls holding the slopes on the back of the buildings shall remain in place and if needed the top portion of the backwall of structures number 2 and 3 shall be cut/removed properly so the remaining portion of the walls will retain the backslope of the property.

1.2 Background and Existing Condition

a. There are five structures which were constructed decades ago and need to be demolished and disposed properly. Four of the structures (structures number 1, 2, 3, and 4) are fenced off with a metal chain linked type fence. The fence is approximately 5 feet tall and approximately 570 feet long along the perimeter of the structures. There is also a foot section between two of the structures. There are also 3 wooden gates along the outer fence that are 10 feet each. No building plans are available for these five structures. Recently, materials of these structures were examined and tested to determine whether they contain hazardous materials. The test result report is available for information. See the report for more information regarding the test results. Contractor is responsible for removal of all materials regardless of materials being hazardous or non-hazardous. All foundations must be excavated and removed. There are fences around the structures and they need to be removed and disposed. There are overhead power lines within the property yard that need to be removed properly. Contractors planning to bid on this project are highly encouraged to visit the site and assess the accessibility to the project for their equipment and operation.

b. Structure Number 1: This structure used to be the Station garage and be used for repair of vehicles. The approximate size of the building is 31 feet wide along the street (S/N) and 28 feet long (E/W). BLM staff are not aware of any gas, water, and sewer connected to this building. However, the contractor must take all needed/necessary actions to stay safe and avoid damaging any utility lines if they exist within footprint of the building. See photos in the report for more details of this structure.

c. Structure Number 2: This structure used to be the mechanical shop for the Fire Station staff. The approximate size of the building is 22 feet wide along the street (S/N) and 18 feet long (E/W). A portion of the backwall of the building works as the retaining wall. Cut and remove only the top portion of this wall so the backslope stays in place. BLM staff are not aware of any gas, water, and sewer connected to this building. However, Contractor must take all needed/necessary actions to stay safe and avoid damaging to any utility lines if they exist within footprint of the building. See photos in the report for more details of this structure.

d. Structure Number 3: This structure used to be the cellar for the Fire Station staff. The approximate size of the building is 14 feet wide along the street (S/N) and 10 feet long (E/W) and 5 feet tall. Portions of the walls and roof are buried. A portion of the backwall of the building works as the retaining wall. Cut and remove only the top portion of this wall so the backslope stays in place. BLM staff are not aware of any utility connected to this building. However, Contractor must take all needed/necessary actions to stay safe and avoid damaging any utility lines if they exist within footprint of the building. See photos in the report for more details of this structure.

e. Structure Number 4: This structure used to be the Headquarters and quarters for the Fire Station staff. The approximate size of the building is 40 feet wide along the street (S/N) and 30 feet long (E/W). There used to be electricity, gas, water, and sewer lines within the footprint of the building. BLM staff are not aware of any utility connected to this building. However, Contractor must take all needed/necessary actions to stay safe and avoid damaging any utility lines if they exist within footprint of the building. See photos in the report for more detail of this structure.

f. Structure Number 5: This structure used to be the Warehouse/Quonset Hut for the Fire Station staff. The approximate size of the building is 45 feet wide along the street (S/N) and 20 feet long (E/W). There used to be electricity, gas, water, and sewer lines within the footprint of the building. BLM staff are not aware of any utility connected to this building. However, Contractor must take all needed/necessary actions to stay safe and avoid damaging any utility lines if they exist within footprint of the building. See photos in the report for more detail of this structure.

1.3 Construction Administration

a. No on-site sanitary facilities are available for Contractor’s use. Contractor shall provide facilities for construction employees. Human waste disposal shall conform to the State of Nevada rules and regulations governing such disposal.

b. No dumping of waste products of any type will be permitted. All waste shall be transported to an approved sanitary landfill for disposal off BLM project site.

c. Materials for construction, construction vehicles and equipment may be stockpiles and staged at the project site in an area designated by the COR.

d. Contractor shall take precautions to protect all work and materials during the construction period.

e. The Contractor is responsible for safeguarding the public and employees from construction operations.

f. Coordinate all activities with COR. Contractor shall be responsible for replacing with like, kind and size any damage caused to public or provide properties by Contractor or his/her representative.

1.4 Erosion Control

a. This work consists of temporary measures to control soil erosion and water pollution, through the use of berms, dikes, dams, sediment basins, silt fences, brush barriers, fiber mats, netting, gravel, mulches, grasses, slope drains, and other devices or methods.

b. Temporary erosion and pollution control measures required due to Contractor’s negligence or carelessness shall be performed by Contractor at his own expenses.

c. Erosion control features shall be maintained by Contractor during contract period. Temporary controls shall be dismantled and properly disposed of off the BLM project site.

1.5 Management of Hazardous Building Materials

a. Asbestos Containing Materials (ACNs) shall be removed by a contractor licensed for the work and disposed in accordance with applicable Federal and State laws. For more details see the report provided with the contract solicitation documents.

b. Lead Based Paint shall be managed and disposed with construction debris in accordance with applicable Federal and State laws. For more details see the report provided with the contract solicitation documents.

1.6 Site Finishing

c. Conserve native topsoil that is free from large roots, branches and inorganic materials such as concrete to spread on the ground and as designated by the COR after structures have been removed.

d. Fill depressions caused by demolition operations with satisfactory soil materials.

e. Place fill materials in horizontal layers not exceeding 6 inches loose depth and thoroughly compact to a density equal to adjacent original ground.

f. All areas shall be sloped and contoured for free drainage without ponding of water and scarify 6 inches deep minimum to promote the growth of natural vegetation.

1.7 Project Site cleanup

a. Project site cleanup includes the removal and proper disposal of all construction trash, debris, residue, and asphalt and concrete slag off the BLM project site. Items such as miscellaneous construction materials are considered the property of Contractor and shall be removed from the project t site.

b. All spills of petroleum products including leak spots from parked vehicles shall be removed and properly disposed according to all local, State, and Federal rules, regulations, and laws governing such disposal.

c. During the Work, Contractor is required to furnish dumpsters or other trash receptacles and to empty such containers either as they become full or weekly, whichever is more frequent, Contractor shall not place materials of any kind into private or Government trash bins or dumpsters.

d. All suitable excavated material shall be incorporated into the work when possible. Additional suitable borrow material is to be obtained from a “Commercial Source” if enough select backfill is not available. Unsuitable excavated materials must be disposed of by Contractor, as an incidental expense with no extra payment. All unsuitable excavated materials disposed of by Contractor must be delivered off the project site and off of BLM project site.

e. All construction debris from utilities construction, and demolition of existing conditions, shall be cleaned up and disposed from BLM project site. All clearing debris shall be scattered withing the project site after utilities construction is complete and used as soil stabilizer to help prevent erosion. All vegetative matter including roots, stumps, and logs must be disposed of off BLM project site.

f. All trenches, holes, and pits created to remove the building footings and slabs and to disconnect the buildings utilities shall be backfilled and compacted. Approximately a 6-inch overlay shall be placed over all excavated areas to allow height compensation for future settlement. The site shall be smoothed and contoured to provide free drainage without ponding of surface water. All disturbed or bare areas shall be scarified 6” deep minimum to encourage the growth of natural vegetation.

1.8 Project Access and Location

Access to the project is at Bureau of Land Management old Fire Station, 10293 Spring Street, Eureka, Nevada 89316.

1.9 Pre-Bid Site Visit

Prior to bidding the contract, a site visit by any prospective contractor is highly recommended in order to gain a thorough understanding of the requirements. A site visit is scheduled as stated in the solicitation document.

1.10 Codes/Standards

All work performed, equipment, and materials used under this scope of work shall be in accordance with applicable building codes, industry standards, County, and all governing agencies.

1.11 Project Closeout

a. Removal of Protection: Remove temporary protection and facilities installed for protection of the Work during construction.

b. Compliance: Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Government’s property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from the site and dispose of lawfully. Clean the site of rubbish, litter, and other foreign substances. Sweep paved areas broom clean; remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted to a smooth, eve-textured surface.

2. CONTRACTUAL

2.1 Period of Performance

a. Work shall commence no later than 21 calendar days from the issuance of the Notice To Procced (NTP).

b. Time of performance for all contract items shall not exceed 111 calendar days from date of NTP.

c. Perform work Monday through Friday, from 7:30 AM to 4:30 PM, except on legal Government holidays. Other working hours and/or arrangements may be made if agreed upon by the COR.

d. Delays due to matters outside of Contractor’s control may be considered by the Contracting Officer (CO), with written request by Contractor.

2.2 Measurement and Payment

a. All services, supplies, materials, and labor necessary to perform the work shall be provided under this contract.

b. The payment will made under a lump sum item for each building for all worked described above. All items which are not related to demolishing buildings such as fence removal, utilities disconnections and caps, clean ups, and driveway removals will be considered incidental, and no direct payment will be made. Progress payments will be allowed in accordance with the bid schedule items, not to exceed 90% of each item.

c. The remaining 10% of the contact amount will be paid after the final acceptance of the completed contract.

Eureka Old Fire Station Admin Site

Project Location

Eureka Old Fires Station Admin Site

Eureka Old Fire Station Admin Site Strutures

Structure 1 Structure 2 Structure 3 Structure 4 Structure 5

Structures Numbers 1 and 2

Structure No. 1 Structure No. 2

Structure Number 1

Structure Numbers 2 and 3

Structure No. 3 Structure No. 2

Structure Number 2

Structure Number 3

Structure Number 4

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