Atch_1-PWS.pdf
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- Attached to
- Replace Fence-De Soto NM-Bradenton, FL
- Solicitation number
- 140P5419R0013
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Atch 1-PWS
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Other files
| File | Type | Posted |
|---|---|---|
| Atch_3-Site_Visit_Info-DESO_Fence.pdf | ||
| 140P5419R0013.pdf | ||
| Atch_2-DBA_WD.pdf | ||
| Sol_140P5419R0013.pdf |
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140P5419R0013 Attachment 1
Page 1 of 8 Pages
Performance Work Statement (PWS) De Soto National Memorial (DESO) Replace Replicated Palisade Fence
LOCATION: The location of this project for which these services will be utilized is within the De Soto National Memorial (DESO), a unit of the National Park Service. The address of De Soto National Memorial is 8300 Desoto Memorial Hwy, Bradenton, FL 34209.
REQUIREMENT: Contractor shall provide all labor, supervision, material, tools, equipment, supplies, transportation and incidentals necessary to remove the existing wooden palisade wall surrounding the interpretive Camp Uzita and replace the wooden palisade fence in kind, using cypress slabs for the facade and pressure treated lumber for the framing. The new structure shall remain in the same footprint as the original structure. The wall surrounding the interpretive camp measures 200’ in length and varies from 4’-13’ tall sections. There is a 60’ long entryway wall, separate from the camp wall that shall be included in this project. Where visible to the public (approximately 140’ of the total 260’) the wall has cypress slabs attached to both sides of the framing to conceal it. Along the mangrove swamp, where only one side is visible, there is cypress attached on only the interior side visible to the public.
There are two doorways built into the wall. One door is a framed 3’ by 6.5’ entryway and another is a 4’ entryway that extends to the top of the 13’ wall. The larger opening, when replaced, shall match the dimensions of the smaller opening. There is a PT deck area built behind the smaller doorway that measures 6’ by 10’ with a small bench and outdoor sink, this shall remain. Water supply to that sink shall be capped off at that location, making sink inoperable. In addition, there is a PT wood shed located behind a section of the wall that shall be removed and not replaced. The shed measures 4’ by 5’ and is 8’ high. A framed opening shall be added to the north side and south side of the palisade wall to increase air flow within the camp. It shall measure at least 3’ tall and 5’ wide and be covered with cypress slabs to conceal the opening when not being used. They shall open outward and be able to be propped open by staff. All pre-existing electrical and water supply lines shall be removed and secured before demolition, then re-assembled, and made operational following completion of the project. The contractor shall install measures to protect the adjacent mangrove swamp from debris and damage.
CONTRACTOR'S USE OF PREMISES: Construction Camp: Establishment of a camp within the park will be permitted and determined during the preconstruction conference. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public.
UTILITY MARKING: It will be the contractor’s responsibility to obtain the location of any and all utility lines and equipment that may be impacted by this project to prevent damage to any underground electric, gas-oil-steam, communication CATV, water, sewer lines, etc. All items damaged, lost, or destroyed as a result of the Contractor's negligence shall be repaired or replaced at the Contractor's expense. Upon failure to comply, the Government will replace such items and the total cost of this replacement (i.e., materials, labor and all other associated costs) shall be deducted from the Contractor's payment.
EXECUTION: Operations shall be conducted to ensure the least inconvenience to NPS personnel. If outdoor staging or work shall be done then the contractor shall barricade area to prevent the public entering area. Contractor shall provide a waterproof container to store construction materials. Clean up shall be performed on a daily basis. Construction work shall be scheduled only during the hours of 7:30 AM to 4 PM Monday – Friday (excluding federal holidays), unless all involved are notified and has approved additional work hours. Existing building features not scheduled for work or to be removed
Page 2 of 8 Pages shall be protected. Any damage that does occur to any feature not scheduled for work shall be returned to the pre-contract condition at no additional expense to the Government. The contractor shall coordinate specific on-site work schedule with the COR no less than 5 days prior to performance start date. Any work outside of normal business hours shall be pre-approved by the COR and must be requested a minimum of 48 hours in advance. Contractor shall field verify all new and existing conditions affecting work before ordering products. Any discrepancies shall be brought to the attention of the COR before work is to be performed. Any work that is performed without notifying the COR will be done at the contractor’s own expense. A designated NPS representative will serve on site as the
COR.
PRECONSTRUCTION CONFERENCE: Before start of construction, the COR will arrange an on site meeting with Contractor.
PROGRESS MEETINGS: As necessary and or if needed.
SCHEDULES: As soon as possible after Notice of Award and before beginning any work, submit Progress Schedule and Schedule of Values as a package. Contracting Officer will review the Progress Schedule and the Schedule of Values for format and content.
PERMITS: Construction permitting is not required for this project.
PROGRESS SCHEDULE: The schedule shall show each bid item and area of work and break down work into the smallest element. The schedule shall correspond to each specification section and shall identify the critical path of the project. No progress payments will be made until acceptable progress schedule is provided.
SCHEDULE OF VALUES: Submit a schedule of dollar values based on the Contract Bid Schedule. Include bond costs, mobilization, general condition costs, overhead, and profit in the total dollar value of unit price items and in the component parts of work for each lump-sum item, as described below. Do not include bond premiums, mobilization, general condition costs, overhead, or profit as separate items;
however, payment for bond premiums can be made based upon evidence of payment to the surety.
Bond premiums may be shown as a separate item.
SUBMITTAL AND APPROVAL PROCEDURES: Contractor must field verify measurements and obtain COR approval before ordering any materials. Construction Materials: Substitutions of more environmentally friendly material may be allowed.
TEMPORARY MATERIALS: Temporary materials may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards.
SANITARY FACILITIES: Contractor can use Visitor Center facilities.
FIRE PROTECTION EQUIPMENT: Any required extinguishers shall have a minimum UL rating of 2-A:10- B:C.
ELECTRICITY AND LIGHTING: Electrical service is available at the project site.
Page 3 of 8 Pages
TELEPHONE: No telephone service is available on site for Contractor's use. Make arrangements with cell Telephone Company and pay all costs.
WATER: Water for construction is available within the park boundaries.
HOUSEKEEPING: Keep project neat, orderly, and in a safe condition at all times. Provide enough containers for collecting construction debris and construction materials to be recycled. Wet down dry materials and rubbish to prevent blowing dust. Keep volatile wastes in covered containers.
DISPOSAL: Unless otherwise specified, all removed material becomes the property of the Contractor and shall be disposed of outside the park. Contractor is responsible for the disposal of all debris in accordance with local requirements. Debris must be expeditiously put into dump trucks and/or dumpsters and disposed of frequently and where practical, recycle all scrap materials and debris related to this work..
POLLUTION CONTROL: Take all necessary reasonable measures to reduce air and water pollution by any material or equipment used during construction. Do not allow waste materials, especially sawdust from the treated wood, to be washed into bodies of water.
FIELD VERIFICATION: Field verifies all new and existing dimensions affecting the work of this contract before ordering products.
TRANSPORTATION: Contractor is responsible for transportation of all materials and personnel to the Job Site.
UNAUTHORIZED WORK: Any additional contractor performed services not specified in contract, either at its own volition or at the request of an individual other than an appointed Contracting Officer, except as may be explicitly authorized in the contract, shall be performed at the financial risk of the contractor.
Only the assigned Contracting Officer is authorized to bind the Government to a change in specifications, contract terms, or conditions
SPECIAL NOTICE: The contractor shall immediately stop work and notify the COR if any artifact, bone fragment or any historic fabric is discovered during the course of this project. Such items shall not be moved until the proper authorities have determined its significance.
MOTOR VEHICLE & TRAFFIC REGULATIONS: Contractor employees operating motor vehicles shall possess a valid driver's license. Driver and vehicle permits, licenses, registrations and proof of insurance shall be maintained in the vehicle at all times and made available upon request. Contractor employees shall comply with federal vehicle motor law requiring seat belts be worn at all times. Contractor employees shall adhere to the posted speed limits.
SAFETY REQUIREMENTS: The contractor and their employees will comply with all Occupational Safety and Health Administration (OSHA) standards at all times. The contractor shall ensure that all reasonable precautions are taken to protect the public in the areas where work is being performed. Appropriate signs, warning devices, and temporary barriers shall be used as appropriate to protect the public, government and contractor employees. The contractor shall immediately report to the Contracting Officer Representative (COR) any potential hazards found by his employees on the project. The contractor shall not allow any persons, except employees, into work areas that are not otherwise open
Page 4 of 8 Pages to the public; nor shall the Contractor transport in contractor work vehicles any persons, except employees, during times the contractor is on the project performing work under this contract. The Park safety officer shall have the authority to issue restraint or cease-and-desist orders to the contractor when violations or unsafe acts are present.
DAMAGE: Any damage to Government property caused by the contractor shall be the responsibility of the contractor to repair that property to its original condition and appearance at no cost to the Government. If the contractor fails or refuses to make such repairs or replacement, the contractor shall be liable for the cost, which shall be deducted from the contract payment.
PHYSICAL SECURITY: The contractor shall cooperate with Government personnel in safeguarding Government facilities and property. The contractor shall secure all doors or gates given access to. The contractor shall be responsible for reporting to the COR all acts of vandalism, larceny, pilferage, or any other damage that is discovered. Reports shall be made no later than within 24-hours after discovery.
Notification shall be made via telephone or in person and followed-up in writing.
ENVIRONMENTAL PROGRAM
1. The contractor shall comply with all Federal, State, and local laws, regulations and standards regarding environmental protection.
2. The contractor shall conduct all contracted activities in a manner to prevent contamination of
Government land and property.
3. The contractor shall ensure all lubricants, petroleum products, cleaning materials, or any other hazardous substances are not spilled, leaked or disposed of on Government property.
4. The contractor shall dispose of all hazardous substance in accordance with environmental regulations.
5. If spills or contamination occur, the contractor shall be responsible for cleanup and any associated costs in accordance with Federal, State and Local Law. Such spills shall be reported to the COR immediately.
6. The contractor shall identify all hazardous waste associated with conducting required work items, and properly label, handle, and dispose of such waste in accordance with applicable regulations.
7. The contractor shall address hazardous materials and hazardous waste on a Job Hazard Analysis form prior to commencing work contained within this contract.
8. The contractor shall furnish the COR copies of the Safety Data Sheets (SDS) and an inventory list for all items stored, or being used by the contractor employees on the Government facilities.
9. The contractor shall remove, properly dispose of and where practical, recycle all excess materials and debris related to this work off site.
Page 5 of 8 Pages
Existing Conditions: The deteriorated wooden Palisade Wall at Camp Uzita at De Soto National Memorial is a replica of an early Spanish fort. It is made to appear as if small whole cypress trunks are enclosing our multiple interpretative structures. In reality, it is first cut slab cypress (with bark) mounted on a pressure treated wood frame. Electricity, water and rest room facilities are available on site.
Page 6 of 8 Pages
Page 7 of 8 Pages
Demolition
1. Execution:
a. A turbidity barrier shall be placed in the rear of the camp in order to keep materials and debris from entering the mangrove swamp and the surrounding areas.
b. Electrical and water hookup locations are to be documented, disconnected, and retained for re-installment at the project’s completion. Any damaged or non-functioning supply lines shall be replaced by the contractor to be made operational again.
c. Locations and material placement shall be marked with photos taken in order to replicate the new wall within the same footprint and appearance as the original structure.
d. The contractor shall carefully disassemble the palisade fence in a methodical and logical progression, removed and rebuilt in manageable sections, to ensure existing pier holes remain intact and shall be re-utilized to eliminate variances from the original structure’s layout.
e. The contractor shall take precautions for working in a protected wetland environment, all wood members, fasteners, debris, supports, materials or other appurtenances shall be accounted for and not left on the job site.
f. The staging of vehicles, heavy equipment, materials and dumpsters shall be discussed with the COR before delivery.
g. The contractor shall be advised that full length tractor trailers cannot navigate the park’s roadways.
Page 8 of 8 Pages
Posts
1. Materials:
a. 6” x 6” posts (8’ to 16’ tall) 2.5 pcf CCA pressure treated (PT) Southern Yellow Pine (SYP) lumber.
2. Execution:
a. Vertical posts shall be placed a maximum of 8’ apart.
b. Vertical posts shall be buried a minimum of 4’ deep and shall be buried deeper when deemed necessary to properly secure the wall, especially near the wetland. All fill material around posts shall be tampened down in increments to ensure there are no voids.
Framing
a. 2” x 4” (8’ to 16’ long) .40 ACQ PT SYP lumber
b. 2” x 6” (8’ to 16 ‘ long) .40 ACQ PT SYP lumber
c. Fasteners: 316 stainless steel bugle head screws of suitable length.
2. Execution:
a. Horizontal supports shall be 2 x 4 PT ACQ lumber on the 4’ tall sections and 2 x 6 PT ACQ lumber on all other sections.
b. Only 316 stainless steel screws shall be used to fasten the horizontal supports spaced a maximum of 3.5’ apart.
c. The bottom support shall be 3” from the bottom and the top support shall be a maximum of 3” from the top of the vertical posts.
d. Framing for the two doors with appropriate door jambs and headers as well as framing of the two windows shall all utilize .40 ACQ lumber.
Cypress Scabbing
a. Cypress slab (first cut) with bark intact: measurements shall vary between 4" to 8" wide and up 13' tall. Cypress lumber may take six months to acquire.
b. Fasteners: 3” common ring shank 316 stainless steel nails.
2. Execution:
a. Cypress slabs shall be attached with varying widths side by side with at least two 3” SS nail per horizontal support beam that it crosses.
b. Where visible, and noted before demo, both sides and top of the wall shall be scabbed with the cypress slabs.
c. As shown in the photo above, a 10’ to 13’ variance shall occur along the highest section of the wall, replicating the random style of the original structure.
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