ITB 25_017 Addendum.pdf
PDF 128 KB Posted
- Solicitation number
- PE-66098-NONST-2025-000000066
- Issued by
- Fulton County, Georgia
About this file
This is Addendum Number 1 for ITB #25-017 230 West Spalding Drive Stormwater Improvement Project issued by Sandy Springs, Georgia. The addendum provides clarifications and answers to five contractor questions regarding the stormwater improvement project. The response due date is December 11th, 2024 at 2:00 P.M. The document confirms that a Plan Holders list was posted on Bonfire on 11/15/24.
The addendum clarifies that the 6" CMP grouting cost falls under grading complete, liner testing requirements can be found in the Approval Plans file C0.02 Section 4.4, and a special noise variance permit will be required for overnight water diversion pump operation. Regarding bank stabilization, the document specifies either double netted straw/coir fiber mix per C6.41 or continuation of Ds4 (sod) along the banks as suitable alternatives to the originally noted woven geotextile stabilization at the headwall.
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Other files
| File | Type | Posted |
|---|---|---|
| CITY_24_2_(PW24_00009)_230 W SPALDING_STAMPED.pdf | ||
| 25_017 230 West Spalding Drive Stormwater Imp.pdf |
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Text version
Addendum Number 1
ITB #25-017 230 WEST SPALDING DRIVE STORMWATER IMPROVEMENT PROJECT
COMPLETE THIS ADDENDUM, SIGN and SUBMIT with the ITB
RESPONSE DUE DATE: December 11th, 2024 at 2:00 P.M.
To All Prospective Offerors: In reference to the ITB listed above, the following answers to questions, additions, deletions and changes are hereby incorporated into the ITB:
Question 1: Is a Plan Holders list being maintained for this project?
Answer: Yes. The Plan Holders list was posted on Bonfire on 11/15/24.
Question 2: The 6" CMP is be grouted in place, is this cost to be paid under grading complete?
Answer: Yes.
Question 3: What liner testing is required?
Answer: Please see the 25-017 Approval Plans file on Bonfire C0.02, Section 4.4 for testing requirements.
Question 4: Will a special noise variance permit be required if water diversion pump is used over night for curing?
Answer: Yes.
Question 5: Sheet C4.00 notes stabilization with woven geotextile on the banks at the headwall. Will this material be needed since rip rap is not being placed on the bank?
Answer: See Slope Stabilization note on the 25-017 Approval Plans file on Bonfire C6.41 (Double netted straw/coir fiber mix). Suitable alternative would be continuation of Ds4 (sod) along the banks
I hereby acknowledge receipt of Addendum Number 1 for ITB #25-017 230 West Spalding Drive
Stormwater Improvement Project and have incorporated the changes into my response for the above mentioned ITB.
COMPANY NAME:
CONTACT PERSON:
ADDRESS:
CITY: _________________________________STATE: ___________ ZIP: ________________________
PHONE: ________________ FAX: _______________
EMAIL ADDRESS: ______________________________________
SIGNATURE: ____________________________________________
DATE: ______________________________________
File details come from the government source that posted it. Updated .