C04 SOW 1240LT26Q0182.docx
DOCX document 10 MB Posted
- Solicitation number
- 1240LT26Q0182
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Performance Work Statement (PWS) for a concrete removal and replacement project at the USDA Agricultural Research Service Northern Great Plains Agricultural Research Laboratory in Mandan, North Dakota. The base scope of work requires the contractor to demolish and replace an approximately 6-foot by 48-foot by 6-inch deep concrete drainage pad on the west side of Building #11, with separate pricing required for two options: Option 1 involves replacing a 25-foot by 30-foot by 6-inch concrete pad on the south side of Building #28, and Option 2 requires demolition and replacement of concrete sections on the east side of Building #12 to create a 28-foot by 90-foot by 6-inch ramp. All work must include site preparation, fill transportation, compaction, reinforcement installation (minimum #4 rebar at 2-foot on-center spacing), 4000 psi non-fibrous concrete, broomed finish, expansion joint cutting, and landscaping restoration.
The contractor is responsible for all skilled labor, materials, equipment, tools, transportation, and supervision necessary to complete the work in compliance with federal, state, and local codes, EPA, ASTM, GSA, AASHTO standards, and Unified Facilities Guide Specifications (UFGS) and ARS 242.1M standards. The project performance schedule requires completion within 60 days of Notice to Proceed, weather permitting. All work must include utility locates and contractor-assumed responsibility for any utility damage, protection of existing structures and landscaping from concrete splatter, and removal of all waste materials from the jobsite. Submittals shall be provided electronically in Adobe format to the Location Monitor, Engineering Project Manager, and Contracting Officer, with bi-weekly construction progress meetings required during execution. Site visits are strongly encouraged and can be arranged through Location Monitor Mike Eberle (701-527-1524) or Scott Jensen (701-805-1222).
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Other files
| File | Type | Posted |
|---|---|---|
| C04 1240LT26Q0182.docx | DOCX document | |
| C04 SOI 1240LT26Q0182.xlsx | XLSX spreadsheet | |
| C04 WD Morton County ND 1240LT26Q0182.pdf | ||
| 1240LT26Q0182.pdf |
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Text version
United States Department of Agriculture Agricultural Research Service
REMOVE AND REPLACE CONCRETE DRAINAGE PAD FOR BUILDING #11 WITH OPTOINS. PERFORMANCE WORK STATEMENT.
Site visits are strongly encouraged to view the full scope of the project. To set up a visit please contact: Location Monitor-Mike Eberle at 701-527-1524. Or Scott Jensen at 701-805-1222.
USDA, ARS, PA, Northern Great Plains Agricultural Research Laboratory (NGPRL)
1701 10th Avenue SW Mandan, ND.
DATE: June 15, 2026
STATEMENT OF WORK
TABLE OF CONTENTS
1.0 Project Information
2.0 Project Contact Persons
3.0 Scope of Services
4.0 Technical Project Requirements
5.0 Background and Site Description
6.0 Technical Quote
7.0 Special Requirements
8.0 Performance Schedule
9.0 Government Furnished Equipment
10.0 General Requirements
1.0 Project Information:
A. Project Number: TBD
B. Project Title: Remove and replace concrete for building #11. Base and options need to be priced separately.
C. Project Location:
USDA, ARS, PA, Northern Great Plains Agricultural Research Laboratory 1701 10th Ave SW.
Mandan, ND 58554
2.0 Project Contact Persons:
0. MBA, FAC-C LEVEL III
Josh Keadle – Section Head PA Phone: 970-492-7003 2150 Centre Avenue, Building D.
Fort Collins, CO 80526 Email: joshua.keadle@usda.gov
A. ENGINEERING PROJECT MANAGER (EPM):
| Mark McWilliams USDA, ARS, WBSC | Phone: 970-631-7513 2150 Centre Avenue, Building D, Suite 300 |
| Fort Collins, CO 80526 | Email: mark.mcwilliams@usda.gov |
B. RESEARCH PROGRAM REPRESENTATIVES (RPR):
| John Hendrickson | Phone: 701-667-3048 | |
| USDA, ARS, PA, NGPRL | Email: john.hendrickson@usda.gov |
Northern Great Plains Agricultural Research Laboratory 1701 10th Ave SW.
Mandan, ND 58554
C. LOCATION ADMINISTRATIVE OFFICER (LAO):
| Jeremy Will | Phone: 701-667-3014 | |
| USDA, ARS, PA, NGPRL | Email: Jeremy.will@usda.gov |
Northern Great Plains Agricultural Research Laboratory 1701 10th Ave SW.
Mandan, ND 58554
D. LOCATION MONITOR (LM):
| Mike Eberle | Phone: 701-667-3075 | |
| USDA, ARS, PA, NGPRL | Email: Michael.eberle@usda.gov |
Northern Great Plains Agricultural Research Laboratory 1701 10th Ave SW.
Mandan, ND 58554
E. COLLATERAL DUTY SAFETY OFFICER (CDSO):
| Holly Johnson | Phone: 701-667-3003 | |
| USDA, ARS, PA, NGPRL | Email: holly.johnson@usda.gov |
Northern Great Plains Agricultural Research Laboratory 1701 10th Ave SW.
Mandan, ND 58554
3.0 Scope of services:
The Contractor shall provide all professional services necessary for the accomplishment of each project and such required services shall be in accordance with requirements as described herein.
A. The Contractor shall provide services for the following tasks marked by an “X”:
| [X] | Provide a quote and a technical proposal to complete the project as per project requirements. Provide separate estimates for Base and both options. |
| [X] | The contractor shall furnish all the skilled labor, materials, equipment, tools, transportation, and supervision necessary to remove/demo old concrete and pour new concrete drainage that is approximately 6ft x 48ft x 6” inches in depth for building #11. The contractor shall furnish, prepare, and install all required landscaping/site work required to prepare the area for concrete. Minimum ½” rebar must be used as to proper code for slabs and any materials necessary. The Contractor shall be responsible for transporting any fill to the jobsite and all compacting and prep work. The Contactor shall pour the drainage to run off towards the north elevation. Contractor to cut in grooves that are to the satisfaction of the COR onsite. |
[X] Option 1: Bldg#28 south side: Demo old Concrete pad approximately 25ft. wide by 30ft. in length by 6 inches in depth with all associated landscaping, fill, re-bar and materials and install new concrete pad. Cut groves into the concrete on slopes like currently exists. Reinstall drainpipe and work around pea rock roof
[X] Option 2: Bldg#12 east side: The contractor shall furnish all the skilled labor, materials, equipment, tools, transportation, and supervision necessary to remove/demo old concrete sections and pour new concrete ramp that is approximately 28ft. x 90ft x 6” inches in depth. The contractor shall furnish, prepare, and install all required landscaping/site work required to prepare the area for concrete. Minimum ½” rebar must be used as to proper code for slabs and any materials necessary. The Contractor shall be responsible for transporting any fill to the jobsite and all compacting and prep work. The Contactor shall pour the upper ramp elevation area and cut in heavy grooves as presently exist that are to the satisfaction of the COR onsite. Existing railings shall be removed and a new one installed and cemented in with the concrete.
4.0 Technical Project Requirements:
The Contractor will work with site personnel to ensure each task is accomplished in a timely manner.
A. The Contractor’s work shall adhere to the criteria stated within these project requirements, drawings, and specifications. All construction shall comply with applicable federal, state, and local code requirements as well as current industry standards, (i.e.: EPA, ASTM, GSA, AASHTO, etc.) and health and safety codes, in effect at the time of contract award.
B. All work to meet all pertinent Unified Facilities Guide Specifications (UFGS) and ARS 242.1M standards. UFGS available at http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs. ARS 242.1M available at https://www.afm.ars.usda.gov/ppweb/pps-and-manuals/.
5.0 Background & Site Description:
A. The concrete drainage pad on the west side of building #11 is needed. The contractor must work around the site as it exists.
B. The contractor must work around the existing structure.
6.0 Technical: Base quote and options for this contract.
7.0 Specific Requirements:
A. Concrete drainage pad west side Bldg#11
1. Existing site work. The contractor shall demo and remove the existing- concrete on the west side of building#11. The contractor shall furnish, prepare, and install all required site work and landscaping/dirt work necessary for the related concrete work to be completed, including adding and compacting the required filling to raise the elevations of existing site to accommodate the required concrete work. The site shall be thoroughly compacted for proper compaction to pour the cement.
2. The contractor shall remove the old concrete. Prepare the site for new concrete. Install new ½” rebar every 2ft on center. 6 inches in depth concrete area approximately 6ft w. x 48ft L. The concrete shall be a 4000psi non-fibrous mix. It shall have ½” rebar placed every 2ft. on-center and raised off the ground on stands. The contractor shall install ½” backer around the perimeter of the building pour.
3. The Contractor shall apply a broomed finish to the concrete and cut expansion grooves that shall be evenly cut into the slabs.
4. Option 1 Bldg#28: Remove old concrete and replace a 25ft wide by 30ft in length by 6 inches in depth with ½” rebar placed every 2ft. on-center and raised off the ground on stands. The concrete shall be a 4000psi non-fibrous mix. Must use ½” backer around the perimeter of the pour boundaries. Saw joints according to industry standards and apply a broomed finish.
1. Option 2 Bldg#12 east side: The contractor shall demo and remove the existing- concrete sections on the east side of building#12. The contractor shall furnish, prepare, and install all required site work and landscaping/dirt work necessary for the related concrete work to be completed, including adding and compacting the required filling to raise the elevations of existing site to accommodate the required concrete work. The site shall be thoroughly compacted for proper compaction to pour the cement pads. The contractor shall remove the old concrete. Prepare the site for new concrete. Install new ½” rebar every 2ft on center. 6 inches in depth concrete pads 28ft w. x 90ft L. The concrete shall be a 4000psi non-fibrous mix. It shall have ½” rebar placed every 2ft. on-center and raised off the ground on stands. The contractor shall install ½” backer around the perimeter of the boundary pour. The Contractor shall apply a broomed finish to the concrete and cut expansion grooves that shall be evenly cut into the slabs. The contractor shall cut heavy grooves in the upper ramp concrete section. Existing railings shall be removed and a new one installed and cemented in with the concrete.
B. Landscaping
1. The contractor shall demo and remove all the existing concrete and associated materials. The pour area landscaped and compacted appropriately for the new concrete to be poured.
2. The base for the concrete sites shall be thoroughly compacted to build the sites and then an additional 2” of class 5 road gravel must be used and compacted on top of the fill for the base of the concrete pours. The site must have the proper compaction rating before the concrete is poured.
3. The Contractor will be required to backfill and landscape the area after the concrete is poured.
4. All backfilling will be subject to the approval of the COR.
The contractor is responsible for all the loading and hauling of materials to the jobsite and all waste materials and old concrete off the jobsite.
5. The areas need to be cleaned up, and materials and waste picked up and removed from the jobsite. It is the contractor’s responsibility to protect the areas poured around from splashing concrete. Any landscaping must be protected and returned as it was beforehand according to COR approval.
6. Utility line locates that are needed must be the responsibility of the contractor and the contractor will be responsible for any damage or repairs needed to any utilities.
7. Contractors will cover and protect existing structures and utilities. All siding, windows, doors, etc... must be covered and protected from concrete splatter and spills. Any damage will be covered by the contractor and must be returned to their original condition.
8.0 Performance Schedule: When weather is appropriate, project should be completed 60 days after Notice to Proceed or sooner.
9.0 Government Furnished Equipment\Services
A. None provided.
10.0 General Requirements:
A. Permits: Where governing regulations and imposed codes and standards require notices, permits, licenses, inspections, tests, and similar items or actions to lawfully proceed with the required work, the Design Contractor shall obtain items and take those actions in accordance with the regulations of the governing authority. The costs of construction permits, licenses, inspections, etc., are the obligation of the future Construction Contractor.
B. Schedules shall be updated and furnished with each submittal.
C. Submittals shall be made as scheduled in the Special Requirements section. Each submittal shall be distributed electronically in Adobe for review, to the Location Monitor at the facility, Engineering Project Manager, and Contracting Officer. Each submittal shall contain the previous submittal's Excel comment sheet with responses, notes of meetings held with ARS personnel, design notes, calculations, and construction progress bi-weekly meetings during construction.
D. Changes in the scope of work or the task order that affect the level of effort of the Contractor must be pre‑approved by the CO.
E. Disputes or questions that arise after the order of task has been negotiated will be resolved by the CO.
Bldg#11 Base Quote
Bldg#11
Bldg#11
Bldg#28 Option #1
Bldg#28
Bldg#12 Option #2
Bldg#12
Bldg#12 image3.jpeg image4.jpeg image5.jpeg image6.jpeg image7.jpeg image8.jpeg image9.jpeg image10.jpeg image11.jpeg image12.jpeg image1.jpeg image2.png
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