CONTRACTOR'S PORTAL

Contractor's portal

 

Welcome to the Contractor’s Portal. Here you can find current information about upcoming site showing and RFP announcements.

Download Contractor Forms Here.  

You can sign up to be on our contractor’s mailing list by sending a message to: [email protected]

 

 

 

Active Site Show and RFP Announcements:

< 2024 >
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  • Addendum 1: 23-107 Donnelly FLS

    Addendum 1: 23-107 Donnelly FLS

    All day
    2024.07.08

    Link to Addendum 1: 23-107 Donnelly FLS RFP Addendum 1

    1. Is there a source for water?
    Answer: There is no designated source for water.

    2. How many gallons of the EK35 will the contractor be applying?
    Answer: The contractor will apply approximately 55,000 gallons of EK35.

    3. Does any additional material need to be imported for fill? Or is all the fill coming from the existing material on the runway?
    Answer: See attachment B

    4. Can a haul road be constructed directly across the highway from the pit road?
    Answer: No
    5. The EK 35 instructions say we can use a grader to mix the product but the rfp says we have to have 2 Motor Reclaimers similar to a CAT RM3000. Can we just use a grader to mix the EK35 into the E1?
    Answer: No

    6. Will the contractor be required to have this exact list of equipment for the project?
    Answer: Yes, equivalent equipment may be considered by the SDSWCD Engineer.

    7. 4 wobble tired tow behind packers with a minimum weight of 18,000 lbs – towed by wheeled loaders. Can we substitute for a cat cw16 or equivalent?
    Answer: Yes.

    8. If there is additional fill required can the contractor use the pit where the E1 is stored?
    Answer: Yes.

    9. Sheet 3 of the plans shows a reduced volume of E-1 material for Sta. 14+00 to 17+00. Is this an error in the volume calculation?
    Answer: This is an error. Stations 14+00 through 17+00 should all have 185.19 CY

    10. What is the typical section depth for the E-1 material?
    Answer: 6”

    11. It appears that most of the excavation will be from removal of the existing gravel surfacing and this material will be utilized as backfill for new embankments. Will this material be required to meet the backfill gradation for 0-6% passing No. 200 sieve? This may require additional processing to meet this spec.
    Answer: If the borrow comes from the existing borrow surface it does not have to conform to the 0-6% passing the No. 200 sieve specification.

    12. Is density testing required on the E-1 surface and what is the frequency?
    Answer: Yes, density testing is required. One test every 500 linear feet will be required.

    13. Will a SWPPP be required for this project?
    Answer: Yes, refer to Section 641

    14. Will seeding be required for slope stabilization?
    Answer: The SDSWCD will take responsibility for seeding areas that are ready for permanent stabilization.

    15. Are any airfield closure devices required for the project?
    Answer: No.

    16. Dust palliative Sec 167-3.4 Equipment. Can self-propelled smooth drum compactors be substituted for tow behind packers? Also is a road reclaimer required?
    Answer: See Question #6 above.

    17. Will the EK35 material be delivered to the site?
    Answer: Yes

  • Addendum 1: L22AC00472-03 Nome Creek BSM

    Addendum 1: L22AC00472-03 Nome Creek BSM

    All day
    2024.07.08

    Link for Addendum: L22AC00472-03 Nome Creek BSM RFP Addendum 1

     

    Updates to Original Request for Proposal:
    No updates were made.

    The following questions were received:
    No questions were received.

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  • Request for Proposal: 23-107 Donnelly FLS

    Request for Proposal: 23-107 Donnelly FLS

    12:00 AM-10:00 AM
    2024.07.11

    Link to RFP document: 23-107 Donnelly FLS RFP

    PROPOSAL DATES
    Acceptance Dates:
    Proposals will be accepted starting on Wednesday, July 10, 2024 at 4:00 p.m. Proposals received before this time will be returned to the sender and marked “non-responsive.”
    Proposals must be received by Thursday, July 11, 2024 at 2:00 pm. Proposals received after this time will be returned to the sender and marked “non-responsive.”
    E-mail to: [email protected]

    Contract Award:
    Notice to Proceed will be given after approval from USRAK Range Control/ITAM in regard to site access and permitting.

    Questions and Addendum:
    All questions regarding this RFP must be submitted via email only [email protected] and received by:
    Sunday, July 7, 2024 @ 4:00 pm
    All submitted questions will be answered through an Addendum released via email and at our website at: https://www.salchadeltaswcd.org/contractors-portal/ on the following dates:
    Addendum 1: Monday, July 8, 2024

    It is the contractor’s responsibility to check for Addendum prior to submitting a proposal.

  • Request for Proposal: L22AC00472-03 Nome Creek BSM

    Request for Proposal: L22AC00472-03 Nome Creek BSM

    12:00 AM-10:00 AM
    2024.07.11

    Link for RFP: L22AC00472-03 Nome Creek BSM RFP

    Project Name: Nome Creek Biotic Soil Media Application

    Project #: L22AC00472-03

    Due Date:
    Proposals will be accepted starting on Tuesday, July 09, 2024 at 4:00 p.m. Proposals received before this time will be returned to the sender and marked “non-responsive.”
    Proposals must be received by Thursday, July 11, 2024 at 10:00 am. Proposals received after this time will be returned to the sender and marked “non-responsive.”
    E-mail to: [email protected]

    Questions and Addendum:
    All questions regarding this RFP must be submitted via email only [email protected] and received by:
    Wednesday, July 03, 2024@ 4:00 pm
    All submitted questions will be answered through an Addendum released via email and at our website at: https://www.salchadeltaswcd.org/contractors-portal/ the following dates:
    Addendum 1: Monday, July 08, 2024
    It is the contractor’s responsibility to check for Addendum prior to submitting a proposal

    Project Start no earlier than: July 22, 2024
    Project Completion on or before: August 9, 2024

    Proposal Requirements:
    Submitted proposals must be signed and include the contractor’s company name and contact information.

     

    Contact:
    Steve Bealer, Project Manager
    (907) 750-8139
    [email protected]

  • Request for Proposal: 23-2-5803 Jarvis Creek Bank Stabilization

    Request for Proposal: 23-2-5803 Jarvis Creek Bank Stabilization

    12:00 AM-10:00 AM
    2024.07.11

    Link for complete RFP document: RFP 23-2-5803 – Jarvis Creek Bank Stabilization

    PROPOSAL DATES
    Acceptance Dates:
    Proposals will be accepted starting on Wednesday, July 10, 2024 at 4:00 p.m. Proposals received before this time will be returned to the sender and marked “non-responsive.”
    Proposals must be received by Thursday, July 11, 2024 at 10:00 am. Proposals received after this time will be returned to the sender and marked “non-responsive.”
    E-mail to: [email protected]
    Contract Award:
    Notice to Proceed will be given after approval from USRAK Range Control/ITAM in regard to site access and permitting.

    Questions and Addendum:
    All questions regarding this RFP must be submitted via email only [email protected] and received by:
    Monday, July 8, 2024 @ 3:00 pm
    All submitted questions will be answered through an Addendum released via email and at our website at: https://www.salchadeltaswcd.org/contractors-portal/ on the following dates:
    Addendum 1: Thursday, June 27, 2024
    Addendum 2: Tuesday, July 9, 2024
    It is the contractor’s responsibility to check for Addendum prior to submitting a proposal.

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