AG67T0S170018_PreProposalMtgNotes.docx
DOCX document 17 KB Posted
- Attached to
- Boxelder_AOP_Culverts_Black_Hills_NF Federal contract opportunity
- Solicitation number
- AG-67T0-S-17-0018_Boxelder_AOP_Culverts
About this file
Notes from Pre-Proposal Meeting Question and Answers
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| AG67T0S170018_Boxelder_Specifications-v1.pdf | ||
| 67T0S170018-BoxelderAOPCutverts-final.docx | DOCX document | |
| AG67T0S170018_Boxelder_Drawings.pdf |
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Pre-quote/Site Visit Attendee List for project number:
AG-67T0-S-17-0018
Boxelder AOP Culvert Pre-proposal Mtg/Site Visit Nemo Store 0900 MDT Attendees:
| Forest Service: Brenda Anderson, CO, Paul Bosworth, COR. | |
| Contractors: | Monty Pedersen, Pedersen Excavating Inc, G Andy Johnson, AGE Corporation Contractors & Crane Service; Reid Hansen, Mainline Contracting Inc; Maurice Schurger, Quinn Construction; Cory Schmitz, Moss Rock Inc; Brian Anderson, Furterra. |
Agenda:
· All Questions need to be submitted by noon on May 25th, Questions after this date will not be answered.
· Proposal are due by June 9, 2017 at 1600 MDT. Mailed or hand delivered to the address in Block 7.
· Bid Bonds are required for this project. Will not accept electronic (fax or email) proposals.
· The DOL wage rates included for this project are SD20160001. Weekly payrolls are required.
· When submitting your proposals you need to read Section L, provide all requested signed certifications in Section K with your proposal. Be sure to respond to all the evaluation criteria listed in Section M. Failure to provide the requested information may cause your proposal to be unresponsive and eliminate you from further consideration.
· Ensure you System for Award Management (SAM) profile is up to date and active.
General Review of Schedule of items:
· Survey Staking is required – Government will provide data points.
· You will have to divert water
· Erosion Control will be required to keep the stream clear
· Removing existing culverts and replacing with Aquatic Organism Culvert – you will need to save some of the material for placement inside the culverts.
· Compaction – 3 passes w/roller or other equipment
· Note: some rock/aggregate has been placed near the site – mostly bigger rocks. You may have to get additional material from the Spearfish Work Center.
· Surface aggregate is to be contractor provided.
· Concrete has to be tested. Cylinders must be provided by contractor
· Precast concrete sections 5 foot barrel sections. Weight is approximately 25,000# ES2 are approximately 18,000# Left for Site Visit Note the Road cannot be closed until October 2. You can start making preparations prior to the closure.
Site 2:
Where wash out is where the concrete wall will be created for water diversion – this is a permanent structure that will be left in place for flood control.
| 14 x 18 single cell. |
| Inside of culvert will need to place class 4 rip rap (large rocks) approximately 12x24x24 minimum size. These will be terraced to allow movement of land animals. |
Outlet on Page 5 of drawing – will be stabilizing stream bank and creating new edge by placing riprap.
Excess material can be placed in area above the stabilizing wall or can move to old gravel pit approximately 1 mile from site.
Q. Does the road need to be maintained to this state?
A There is a specific amount of surface aggregate for each site identified in the solicitation. If can maintain toad to existing state would be adequate.
Walked to Site 1:
| You will be changing the stream location of the inlet and outlet at this site. Old dead tree on inlet side to between the two small trees on the outlet side. You will need excess material to create inlet. | |
| Contractor is required to locate the utilities. | |
| Q. | What about weather concerns? |
A. Get as much done as soon as possible. Will have to address at the time it happens.
Road is used for Special Use Cabins.
Q: Is there a location to turn around equipment?
A. There is a circle turnaround approximately 2 miles at the end of the road. May have to back equipment in. Note which site you want to start at.
Additional Questions:
| Q | Current flow rate (CFS) on Box Elder Creek? |
| A | The flow rate of Box Elder Creek is not known. Currently it is flowing high and estimate that in the fall it will be flowing at half the current rate. |
| Q | On site 2, there is rip rap on the ground, substantial amount, is this rip rap to be used on the project? Does this change the quantity on 251(01)? |
| A | This riprap is for the project. This will not change the quantity in the contract. It will just help to reduce the cost as it is now on site. |
| Q | On site 1, there is a lesser amount, same question as above. |
| A | This riprap is for the project. This will not change the quantity in the contract. It will just help to reduce the cost as it is now on site |
| Q | Will the Box Elder Forks campground be closed prior to the start of construction? |
| A | Yes |
| Q | Will the bridge be replaced on the main access road, or will it be necessary to use Troxell Street as access to the project. Troxell Street appears to be a private street. |
| A | Bridge will be open. |
| Q | Can the turn out area east of the project be used as a staging area? |
| A | Yes, with prior approval to ensure we are viewing the same location. |
| Q | Has a bench mark been established for this project? Location? |
| A | Yes, Benchmark will be marked prior to construction. |
| Q | The Solicitation for this project, on page 1 indicates total pages of 92. The first three pages appear to be numbered correctly, however, the fourth page indicates 4 of 57. Are there pages missing in this Solicitation? |
| A | There are no pages missing. The number 57 is the total number of pages in the solicitation document. If you add the pages from the two additional documents: 24 pages of specifications and 11 pages of drawings, they add up to the total of 92 pages. |
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