Amendment 2: SECTION 33 40 00 -33 42 13
Updated
A Word document (25 KB) attached to Atchison Storm Sewer Separation Improvements, Atchison, Kansas, from the Department of the Army. Due Nov 24, 2026, 1:00 PM (UTC-6).
File name: W912DQ27BA002 Amendment 0002 - SECTION 33 40 00 -33 42 13.docx
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The SOLICITATION is amended as follows:
NOTE: Deleted text is shown with strikethrough. Added text is shown with underline.
SPECIFICATIONS:
SECTION 33 40 00 Paragraph 1.2
1.2 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-07 Certificates
Hydrostatic Test on Watertight Joints; G, RO
Frame and Cover or Gratings; G, RO
SECTION 33 40 00 Paragraph 3.1
3.1 Construction
See Appendix A- City of Atchison Public Works Specifications Atchison 2600 Section 2602 "Pipe Sewer Construction". ASTM C76, ASTM C506, ASTM C443, ASTM C1628, and ASTM C990 are referenced. Submittals Hydrostatic Test on Watertight Joints, Frame and Cover or Gratings, Placing Pipe and Box Culvert, and Post-Installation Inspection Report are applicable.
SECTION 03 42 13.00 10 Paragraph 3.3.3
3.3.3 Water Tightness
Where water tightness is a necessary performance characteristic of the precast concrete product's end use, watertight joints, connectors and inserts should be used to ensure the integrity of the entire system.
DRAWINGS:
N/A
Offerors are required to acknowledge receipt of this amendment on the Bidding Form in the space provided. Failure to acknowledge all amendments may cause rejection of the proposal.
All other terms and conditions remain unchanged and in full force.
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