01-prebid conference record_1510-56 (3)_0001.pdf
PDF 322 KB Posted
- Attached to
- LSR BOAT RAMP IMPROVEMENTS PHASE 2
- Solicitation number
- 140L2621R0004
About this file
This record documents a pre-bid conference for a federal construction contract. The Lower Salmon River Boat Ramp Improvements Phase 2 project involves repair and replacement of boat ramps and surrounding structures at three sites along the Lower Salmon River in Idaho. Work includes replacing the bottom thirty feet of the existing ramp and installing new concrete aprons and footings at the Old Lucile Recreation Site, installing new footings and concrete aprons to improve the boat ramp at Slate Creek, and replacing an undermined section of the existing ramp that is unstable at Lucile. Bidders were advised that #4 rebar spaced at nine inches may be used for precast footings instead of #6 rebar, and the spacing of rebar in apron areas should be changed to eighteen inches to match the boat ramp. The pre-bid conference provided an opportunity for questions and any necessary clarifications regarding the solicitation and project details.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Sol_140L2621R0004_Amd_0001.pdf | ||
| Drawing Book_final drawing set_0001.pdf | ||
| SF 24 Bid Bond.pdf | ||
| Sol_140L2621R0004.pdf | ||
| LSR Boat Ramps Phase 2 drawings 1Feb21.pdf | ||
| LSRBR SCRs.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Form 1510-56 (December 1985)
UNITED STATES
DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
SITE INSPECTION TOUR / PREBID CONFERENCE RECORD
1. Solicitation Number: 140L2621R0004 4. Meeting Place: White Bird Gravel Pit
2. Title: LSR Boat Ramp Improvements Phase II 5. Conducted by: Ken Donley
3. Date and Time: April 15, 2021, 9:00 am
Attended by:
Name and Firm Address (include zip code) Phone (include area code) Ken Donley (BLM, COTR) 1387 South Vinnell Way Boise ID 83709 (208) 373-3857
Joseph O’Neill (BLM) Cottonwood Field Office (208) 962-3683
Dwane McLaughlin (D&D McLaughlin)
28219 Goldner Rd Lapwai, ID 83540 d4mclaughlin@gmail.com
(208) 790-1415
Joe Thyne (Cook and Sons Construction)
11 Lamb Lane Grangeville, ID 83554 Joe@cookandsonsconstruction.com
(208) 507-1340
Greg Ranniger (NNAC, Inc.)
3901 W. Schreiber Way Coeur d’ Alene, ID 83815 Greg.ranniger@nnacinc.com
(208) 635-5400
By (Name) Kenneth D Donley
Title Civil Engineer
Date April 20, 2021
1. If precast footings are used, the #6 rebar is difficult to bend? Can we use #4 rebar on the footings?
Answer: Yes. #4 rebar at 9” spacing may be used on the footings.
2. Should rebar spacing on the aprons and ramp be similar to facilitate tying?
Answer: Yes. Change spacing of #4 rebar in apron areas to 18” rather than 12”
3. The existing ramp at Lucile is undermined and the concrete is not stable. It is likely to crumble while drilling for rebar placement. Should we replace the bottom section of the ramp that will be encapsulated by the new aprons?
Answer: Yes. Replace the bottom 30’ of the existing ramp at Old Lucile Rec Site. Use the same specifications and detail drawings provided for ramp construction.
4. The top of ramp at Slate Creek is above the high water mark and not likely to scour. Do we need to place footings all the way to top?
Answer: No. Provide footings to within 30’ of the top of Slate Creek Ramp.
File details come from the government source that posted it. Updated .