SOW - GH1303 Kneewall Repairs 28JUN2022.pdf
PDF 154 KB Posted
- Attached to
- Greenhouse Kneewall Repairs Federal contract opportunity
- Solicitation number
- 12305B22R0017
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Questions and Answers.docx | DOCX document | |
| SF30.pdf | ||
| ATTACHMENT 3 - EXISTING CONDITION PHOTOS.pdf | ||
| ATTACHMENT 2 - EXISTING DRAWINGS.pdf | ||
| 12305B22R0017.pdf | ||
| ATTACHMENT 1 - Specification 01 01 00 General Conditions rev Dec 2020.pdf | ||
| Wage Determination MD20220042 07082022.pdf | ||
| ATTACHMENT 4 - Information required for USDA FDWSRU 1303 Biosafety Plan_djs.pdf | ||
| CertificationVaccinationPRAv7.pdf |
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Text version
FT. DETRICK GREENHOUSE 1303 KNEEWALLS
STATEMENT OF
WORK
June 28, 2022
1.0 SCOPE
The United State Department of Agriculture (USDA), Agricultural Research Service (ARS), Foreign Disease-Weed Science Research Unit (FDWSRU) located at 1301 Ditto Avenue, Frederick MD 21702, (i.e. the “Location”) plan to repair the existing CMU kneewalls on Greenhouse 1303. The existing greenhouse is 35’ x 102’-6” ft (3,588 sf),. Repairs include replacing damaged/cracked CMU, repointing damaged or missing mortar joints, preparing all exterior CMU to receive new coating material and application of the new exterior coating.
2.0 WORK
The Contractor shall provide all labor, insurance, permits, tools, material, equipment, and travel to complete the works listed below. All works shall be completed by properly trained and licensed personnel or sub-contractors in accordance with the terms, conditions, and specifications contained in this document. The Contractor shall keep the work premises clean, free of accumulations of waste and rubbish, as well as construction material, to the extent possible and practical, during the period of performance and at the time of final inspection and acceptance.
2.1 REFERENCES
• Attachment 1 – Specification 01 01 00 General Conditions rev Dec 2020
• Attachment 2 – Existing building drawings
• Attachment 3 – Photos of existing conditions
• Attachment 4 – Biosafety Plan Template
• ARS Facilities Design Standards ARS-242.1 (May 1st 2012 or most recent edition available upon request)
2.2 REPAIR OF DAMAGED CMU
The contractor shall selectively demolish spalled, missing, cracked or otherwise damaged CMU and replace with matching CMU. Prior to any removal work proceeding, the contractor shall install temporary protection on the interior of the greenhouse to maintain the existing containment of the individual rooms within the greenhouse. The CMU kneewalls are single wythe. Where full block removal and replacement is needed, the contractor shall recoat the interior side of the CMU with paint to match the existing surrounding CMU. The lab area interior paint color is Sherwin Williams A100, 15yr warranty, exterior latex satin white.
The contractor shall coordinate access times and protocol with the USDA’s location personnel (see Section 2.5 below). The contractor shall excavate from the existing grade down to the building foundation from the exterior side of the kneewall and inspect all existing CMU and mortar joints and repair/replace/repoint as needed. Upon completion of the coating application the kneewall will be backfilled and compacted with a positive slope away from the building of 2% or greater.
2.3 REPOINTING OF EXISTING MORTAR JOINTS
FT. DETRICK GREENHOUSE 1303 KNEEWALLS 6/7/22
The contractor shall remove any failed mortar joints (horizontal and vertical) and rake the joint back to sound, solid back up material to provide for maximum contact of pointing mortar with the masonry back up mortar. Mortar joints shall be raked out to either 5/8” or 2.5 times the width of the existing mortar joint, whichever is greater. Shallow or feather edging shall not be permitted. Do not spall or chip the surrounding CMU edges in the process of removing the failed mortar. Damage to surrounding CMU edges will require the CMU to be removed and replaced similar to item 2.2 above. After existing mortar is removed and prior to repointing, all joints shall be free of dirt, loose debris and mortar particles. Pre-wet all joints in accordance with mortar manufacturer’s recommendations. Clean all new mortar joints and the face of the CMU after repointing has been completed.
2.4 EXTEROR COATING APPLICATION
The contractor shall prepare both the existing CMU and existing mortar joints and any CMU and mortar joints repaired by items 2.2 and 2.3 above in accordance with the manufacturer's recommendations to receive the new exterior coating. The coating shall be applied on all CMU and mortar joints from the foundation to the top of the CMU wall. The new coating shall be XYPEX Concentrate or equal and be white in color.
2.5 PHASING CONSIDERATION
The contractor shall ensure the work does not negatively affect the operation of the building and does not impact any research activities. The work within the building containment areas requires special decontamination measures and stringent hygiene regiment requirements. The contractor shall phase the work as necessary to avoid impact to the ongoing research activities.
2.5.1 CONTAINMENT WORK
Notice of USDA ARS HLS containment access approval requirement.
Before work in containment areas can start, a containment visit request memo must be prepared, submitted, and approved before contractor entry into the containment areas are allowed. Once approved the contracted employee must be escorted at all times by
FDWSRU employees with appropriate clearance credentials.
This memo must include the date(s) of proposed containment access, name(s) of contractor employee(s) requesting containment access and the scope of the work to be performed.
This memo must be prepared at least fourteen (14) calendar days in advance of the expected work date.
The Contractor must complete and sign provided pre-entry agreement.
2.5.1 CONTRACTOR BIOSAFETY PLAN
The Contractor shall develop and submit for government approval a Biosafety Plan, using Biosafety Plan Template (Attachment 4),. The Contractor shall handle all the work that falls within the BSL-3 quarantine/containment area in accordance with the requirements set forth in the approved Biosafety Plan.
2.6 CODE COMPLIANCE
All construction shall conform to the International Building Code (IBC).
2.7 SUBMITTALS DISTRIBUTION AND FORMAT
Provide submittals for all materials and tests required by the project. Submit to the Contracting Officer (CO), Contracting Officer’s Representative (COR), Engineering Project Manager (EPM), and Location Monitor (LM) for review and approval. Distribute product submittals as follows:
CO, COR, EPM, and LM: Submittals in pdf format via email.
Comments and approval of the submittals by the Government shall not be construed as releasing the Contractor from compliance with the specified requirements herein or any applicable Codes.
3.0 GENERAL REQUIREMENTS
3.1 KEY PERSONNEL
Name Phone E-Mail Address
Contracting Officer (CO) TBD
EPM/COR Chris Morris 301-504-3447 christopherg.morris@usda.gov
Research Leader (RL) JoAnne Crouch 240-405-2713 joanne.crouch@usda.gov
Administrative Officer (AO) Candace Wilson 301-619-2922 candace.wilson@usda.gov
Location Monitor (LM) Diana Sherman 301-619-2878 Diana.sherman@usda.gov
3.2 PRICING
Contractor to provide separate line item pricing for each item listed above (2.2-2.4).
3.3 WORKING HOURS
Normal work hours are from 7:00 a.m. to 4:00 p.m., Monday through Friday, excluding
Federal holidays.
3.4 PERIOD OF PERFORMANCE
Contractor has 90 calendar days to complete the contract from the award/NTP date.
3.5 PAYMENTS
Payment will be made through the Invoice Processing Platform (IPP)
3.6 INSPECTIONS
The Contractor shall notify the Contracting Officer that they are ready for a substantial completion inspection ten (10) days before the end of the contract period. The Contractor shall submit a written request to the Contracting Officer for a final inspection in writing at least seven (7) days prior to completion of the project.
3.7 SUPERINTENDENCE
3.7.1 Full time supervision of employees and subcontractors is required. Failure to comply with this requirement may risk a work stoppage until resolution for contractual compliance. The contractor’s superintendent shall sign in all workers on a daily basis in coordination with the Contracting Officer.
3.7.2 The Contractor is responsible for all actions of their subcontractors.
3.7.3 The Government has no contractual relationship with subcontractors or suppliers.
3.8 SAFETY
USDA ARS FDWSRU is an OSHA compliant facility for all staff and contractors working at the location. This compliance requires that all work is conducted in a safe manner, hazardous conditions are recognized and reported, and the contractor is complying with local, state, federal and installation regulations, and laws. Contractor safety and security efforts must guarantee all work is alignment with ARMY, USDA ARS and OSHA regulations and requirements. Since the work areas and facilities are located within a military complex, the contractor is required to plan and implement specific safety and security measures.
1. Contractor personnel must adhere to all location safety and security requirements and
FDWSRU oversight when entering, exiting work areas and when working at the facility the requirement extends to obtaining any required excavation, entrenchment, and Fort Detrick Fire Department work (burn) permits.
2. Access to the site by the Contractor shall be coordinated with the Location Monitor.
Further, contractor shall:
3. Perform OSHA mandated safety training for all employees contracted to work at the
FDWSRU location prior to the start of work.
4. Register all staff and vehicles with Ft. Detrick installation and inform the Location
Monitor of compliance.
5. Obtain and use Army and USDA identification cards always when present at the worksite.
6. Coordinate additional required measures with the designated Location Monitor.
4.0 SITE REQUIREMENT
4.1 UTILITIES
4.1.1 The Contractor shall provide all temporary utilities required for construction. If approved by the Contracting Officer, the contractor may use location utilities.
4.1.2 The Contractor is responsible for the expenses to connect and disconnect to any utility system needed. The Contractor shall coordinate all utility hookups with the Contracting Officer.
4.1.3 If necessary, the Contractor shall request any mechanical or electrical shutdowns at least one week in advance. This request must be submitted to the Contracting Officer to coordinate this activity with the facility management. It may be required that shutdowns be performed during other than regular working hours.
4.2 HOUSEKEEPING
4.2.1 The Contractor shall remove and dispose of dirt and debris and keep the premises clean at all times during construction. This shall be done as frequently as needed but not less than once a week.
4.3 SITE ENTRY
4.3.1 The foreman or superintendent must sign in all workers at the Location office on a daily basis and before work starts.
4.3.2 Government engineers and contracting personnel shall be allowed access to the site at all times. Others may visit the site with permission of the Contracting Officer.
The Contracting Officer shall be informed of all suspected unauthorized visitors.
4.4 SITE VISIT
4.4.1 A site visit is highly recommended for potential bidders but is not mandatory.
4.5 WARRANTY
4.5.1 All work shall be guaranteed for workmanship and material failures for a period of one
(1) year from the date of final acceptance of the work. The contractor shall submit all product warranty documents to the COR.
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