03 01 00 - CONCRETE Slabs-Pads-Small Jobs.docx
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- Replace 250VDC Rectifiers & Associated Equipment
- Solicitation number
- W911PT23Q0044
About this file
This document contains a federal contract opportunity for replacing 250VDC rectifiers and associated equipment. The Department of the Army Materiel Command Contracting Command Detroit Arsenal is soliciting proposals to replace five 250VDC rectifiers and associated dry transformers located in buildings B135, B110, and B35 at Watervliet Arsenal. The contractor will provide all labor, materials, parts, and equipment to remove the existing rectifiers and transformers and install new units, along with any required cabling and conduit work. The Service Contract Labor Standards Wage Determination No. 2015-4143 applies. The contracting officer representative for this opportunity is David Fisher.
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Text version
| Watervliet Arsenal | PROJECT TITLE |
| Facilities Engineering | 2PW000 |
SECTION 03 01 00
CONCRETE
PART 1 GENERAL
1.01 REFERENCES
The publications referenced within this specification are referred to by the basic designation only.
A. ASTM INTERNATIONAL (ASTM)
a. ASTM C39/39M (2010) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
1.02 SUBMITTALS
A. Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. Submit the following in accordance with the Statement of Work, SUBMITTALS:
a. SD-01 Preconstruction Submittals
1. Material Safety Data Sheets
b. SD-03 Product Data
1. Concrete
2. Reinforcing Material
PART 2 PRODUCTS
2.01 CONCRETE
A. Mixture
a. Provide 4000 psi minimum compressive strength, fiber reinforced, crack-resistant concrete as measured at 28 days cure time IAW ASTM C39.
PART 3 EXECUTION
3.01 PREPARATION
A. Follow all manufacturer’s printed instructions for surface preparation including subbase preparation, cleaning, pour depth restrictions, vapor barrier requirements dampening techniques.
3.02 MIXING, APPLICATION, CURING
A. Follow all manufacturer’s printed instructions for temperature restrictions, mixing, filling, consolidating, screeding, finishing and appropriate curing.
B. Finish the concrete as indicated in Section 1 - Items of Work or as indicated on the Drawings. If not indicated, broom finish the concrete.
- -END OF SECTION - -
GYPSUM BOARD
09 28 00 CONCRETE - 03 01 00 - Page 1
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