Atch_1_SOW.pdf
PDF 123 KB Posted
- Attached to
- Replace Floating Dock-TIMU Federal contract opportunity
- Solicitation number
- 140P5421R0021
About this file
This statement of work outlines requirements for replacing a damaged floating dock at Kingsley Plantation in Florida. The National Park Service Southeast Region is seeking a contractor to dismantle the existing floating dock, clean and inspect supporting pilings, and construct and install a new floating dock using upgraded materials. The new dock must match dimensions of the existing dock and utilize the existing concrete pilings. It must incorporate stainless steel roller assemblies, fiberglass through-rods, and larger gangway sections. The contractor will also repair an aluminum gangway, dispose of removed materials properly, and provide as-built drawings upon completion of the work. Permits from the Army Corps of Engineers and restrictions from the U.S. Fish and Wildlife Service regarding manatees must be followed.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Atch_1_to_Amd_1_QandAs_0001.pdf | ||
| Sol_140P5421R0021_Amd_0001.pdf | ||
| Atch_2_to_Amd_1_Plans_0001.pdf | ||
| Atch_5_Manatee_Protection_Guidelines.pdf | ||
| Atch_2_DBA_WD_Duval_County.pdf | ||
| Sol_140P5421R0021.pdf | ||
| Atch_6_Photos.pdf | ||
| Atch_4_Perf_Questionnaire.pdf | ||
| Entire_RFP_w_Atchs_140P5421R0021.pdf | ||
| Atch_3_Site_Visit_Info.pdf |
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Text version
140P5421R0021 Attachment 1
Page 1 of 1 Page
KINGSLEY PLANTATION FLOATING DOCK REPLACEMENT
Statement of Work (SOW)
Fort George River - Lat 030-26’ 28”N, Long 081-26’ 21”W
The Kingsley Plantation Floating dock located at the above location was damaged during the passing of Tropical Storm ETA and the above average tides on and around 11/12/2020. (see attached photos). This floating dock was installed over 20 years ago 6/2000 via contract. It is a standard design from that date. Timucuan (TIMU) is looking to replace (in kind-Ref: B.M.
DWG dated Jun 08, 2001 Project No. 4199 Sheet 2 of 6), on the in-place eight (08) 14” x 14” concrete pilings. Replacement floating dock will have updated current design and materials including stainless steel pile guides along with fiberglass (FRP) thru-rods. All work will be completed from the waterside. Land access will be restricted.
Contractor will/shall;
1. Order/Construct new floating dock of same dimensions and sizes as existing, utilizing existing concrete pilings with the following components upgraded:
a. utilize Stainless Steel roller assemblies,
b. fiberglass thru-rods (FRP),
c. (2) 10’ x 20’ vs. (4) 10’ x 10’ sections for the gangway landing area.
d. Install twelve (12) 10” “S” galvanized cleats per gov’t determined locations.
e. Walers upgraded to glulam beam walers
f. Provide floating dock blueprints for review (pre-construction)
g. Field measurements are the contractor’s responsibility for accuracy and fit.
2. The 5’ x 30’ 6061-T6 Aluminum Gangway will be un-hinged and removed. The hinge pin, hinge pin receiver, pier mounting plate, gangway kickplate, rollers and the gangway will be inspected for defects/cracks and repaired in accordance with AWS D1.2 Structural Welding Code-Aluminum welding and manufacturer standards.
3. Dismantle and remove the 10 sections of the floating dock, all walers, rub strip and poly rub strips etc.
ensuring nothing is discarded into the water. Materials disposed in accordance with local laws/regulations.
4. Scrape and clean all marine growth off of all eight 14” x 14” concrete pilings from mean low/low water mark (bottom growth line) upwards to top of growth mark.
5. Install new floating dock in accordance with manufactures instructions and guidelines.
6. Provide as-builts drawings of installed dock.
7. Re-install aluminum gangway
Ref
(a) Army Corp of Engineers Permit (being updated-will be provided with Amendment #1)
(b) U. S. Fish and Wildlife Manatee restrictions (Atch #5)
File details come from the government source that posted it. Updated .