Atch_2_-_Statement_of_Work_Prefab_Metal_Bldg.pdf
PDF 19 KB Posted
- Attached to
- Install Government Metal Building and Slab Work
- Solicitation number
- 1232SC18R0017
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Statement of Work
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| R12.pdf | ||
| ss_E3.pdf | ||
| R8.pdf | ||
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| ss_E6.pdf | ||
| 1232SC18R0017_Amendment_0001.pdf | ||
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| R11.pdf | ||
| R2.pdf | ||
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| ss_E2.pdf | ||
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| ss_F1.pdf | ||
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| Stamped_DuroBeam_217-38_Calcs_2018-03-16.pdf | ||
| Solicitation_1232SC18R0017.pdf | ||
| Stamped_DuroBeam_217-38_60x80_fndt_2018-3-16.pdf | ||
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Text version
ATRU Farm Storage Facility
2625 Selby Rd.
Wooster, OH 44691
08 May 2018
Statement of Work:
1. The Project generally consists of the site work; concrete; and installation of a Government Furnished pre-fabricated metal facility. The Government (Owner) will evaluate the proposals based on lowest price technically acceptable (LPTA).
2. Project Location: 2625 Selby Rd. Wooster, OH 44691.
3. Point of Contact at Location: Jim Hampton (330-263-3774).
4. The Contractor shall furnish all labor, materials, equipment, supplies, transportation, utilities, supervision, bonds, insurance, permits, and incidentals for all elements of the Work.
5. Contractor shall coordinate all work activities with the Location Point of Contact prior to beginning any work. All work shall be scheduled in a manner such that on-going research is not impacted negatively.
6. Period of performance: 90 business days. All submittals must be received and returned as approved to the Contractor prior to the commencement of work.
7. Existing Conditions/Demolition:
a. Conduct geotechnical investigation to affirm the minimum bearing capacity is 1500psf.
b. Survey existing site contours. Contractor shall submit a site plan identifying new contours to facilitate site drainage away from the foundation.
8. New Work:
a. Provide and install foundation per DuroBeam Steel Building drawings.
b. Install Government Furnished Steel Building per DuroBeam drawings.
c. Grade site per approved site plan. Seed and water.
d. Contract an independent consultant to perform Quality Assurance/Quality Control. QA/AC consultant shall inspect the following. Reference Sheet 1, Section E inspection:
i. Foundation excavation
ii. Reinforcement placement, prior to closing the forms and deliver of concrete
iii. Concrete placement
iv. Bolts installed in concrete, prior to and during placement of concrete around bolts
v. Epoxy filled anchor bolts
vi. Structural steel
vii. Field welding
viii. Bolts installed in concrete, prior to and during the placement of concrete and around bolts
ix. High-strength bolting
x. During preparation and taking of test specimens
e. Contractor shall purchase and use Pocket Forms (RD3 or equal).
Contractor shall complete and submit the Daily Report to the Engineering Project Manager daily.
9. All work must conform to ARS Standards as well as local and state requirements.
In the event of a conflict, the stricter standard or code shall prevail.
http://www.afm.ars.usda.gov/ppweb/pdf/242-01m.pdf
10. Provide product data submittals for approval for all products that will be used on
Project, including, but not limited to, the following:
Site Grading Plan Concrete mix design Test results
11. All bidders are strongly encouraged to visit the site of the proposed work and fully acquaint themselves with the existing conditions. However, failure to visit the site will not disqualify offeror.
http://www.afm.ars.usda.gov/ppweb/pdf/242-01m.pdf
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