RFI 1 CES Repair Access Building P-15.pdf
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- Attached to
- 183 CES Repair Access Building P-15
- Solicitation number
- W50S7U-23-B-0001
- Issued by
-
Department of the Army National Guard
About this file
This document contains responses to questions regarding a federal solicitation for repair work at an access building on an Air National Guard base. The solicitation seeks bids to repair and replace elements of Building P-15, including demolishing an existing loading dock that will be removed under a separate contract. Bidders should follow the structural drawings for dock dimensions and slopes. The asphalt mix specified in the drawings is acceptable to be substituted for the current IDOT mix N50. New bollards are to be painted yellow and new steel painted to match existing dark brown. The powered electro-hydraulic dock leveler and powered integral vehicle restraint specified are to be provided as part of the project scope.
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Text version
PROJECT DCFT192011
SOLICITATION/IFB # W50S7U-23-B-0001/CES Repair Access Building P-15
REQUEST FOR INFORMATION (RFI) #1 22 MAY 2023
Q1. Drawing C-301 states to REMOVE LOADING DOCK AND APPURTENANCES
OPTIONAL LINE ITEM 1. Drawing C-401 states PROPOSED 8” AGGREGATE, 205 S.Y.
OPTIONAL LINE ITEM 1 for the existing dock area. It is our understanding that the existing dock structure will be demolished by others in a different contract. Please Clarify.
A1. Loading dock demolition and backfill will be completed under a different contract.
Please disregard. EJM/ILANG
Q2. It is our understanding that the demo and replacement of the pavement in the northwest corner of the project is work that has previously been contracted. The dimension of this area is
69.1’ x 33.7’. Please clarify.
A2. Yes. This pavement work is included in a separate contract. All pavement demolition and replacement will be in line with the (plan) north edge of building 15 and extend towards building
48. EJM/ILANG
Q3. The civil drawings show the loading dock to be 80’ long. The structural drawings show the loading dock to be 90’ long. Please clarify.
A3. Please follow structural drawings for loading dock dimensions and slopes. EJM/ILANG
Q4. Drawing C-405 calls for the asphalt mix to be N30, which is no longer available. Will the current IDOT mix N50 be acceptable?
A4. Yes. The current IDOT mix, N50, is acceptable. EJM/ILANG
Q5. 1/C-405 calls for 8” aggregate base under the new asphalt. What is the current thickness of the aggregate base where the existing asphalt is to be removed? Is that 8”?
A5. Existing asphalt is noted in the Record Drawings as 1.5” surface/1.5” binder/7” CA-6 base course. EJM/ILANG
Q6. At areas where new aggregate base is required at new asphalt areas, is it acceptable to use ground up asphalt from the removal areas for this base?
A6. Yes. This is acceptable EJM/ILANG
Q7. What is the height of the sprinkler line where the new door opening is to be installed?
A7. 14’-0” above finished floor to bottom of pipe. EJM/ILANG
PROJECT DCFT192011
SOLICITATION/IFB # W50S7U-23-B-0001/CES Repair Access Building P-15
REQUEST FOR INFORMATION (RFI) #1 18 MAY 2023
Q8. Are there any details of the existing framing in the wall areas where the new openings are to be installed?
A8. We do not have existing drawings of this area. EJM/ILANG
Q9. Are the new bollards to be painted or will they have bollard covers?
A9. New bollards should be painted yellow with exterior grade paint made for this application. EJM/ILANG
Q10. Is the new steel to be painted or to just come factory primed?
A10. Steel shall be painted to match the existing steel. Dark brown. EJM/ILANG
Q11. There is not an area on the bid form for the optional item 1 to remove the existing concrete ramp as shown on C-301. Will there be a revised bid form?
A11. This optional demolition will not be included in this project. Please see response to questions 1 and 2. EJM/ILANG
Q12. Please verify whether manual, air, or hydraulic operation is to be used for Edge-of-Dock
(EOD) dock leveler, spec section 11 13 19.13 paragraphs 2.2.5.1-3
A12. Please provide the electro-hydraulic system as described in 2.2.5.1. EJM/ILANG
Q13. Please verify whether the Integral Vehicle Restraint is to be fully powered or manual operation, spec section 11 13 19.13 paragraph 2.2.5.5
A13. Please provide a fully powered IVR. EJM/ILANG
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