ATQZ139764 ADAL Weapons Release Bldg 764 RFI Tracker_INANG.xlsx
XLSX spreadsheet 24 KB Posted
- Solicitation number
- W50S7W-23-B-0001
- Issued by
-
Department of the Army National Guard
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Other files
| File | Type | Posted |
|---|---|---|
| 1_OF1419_Abstract-Construction_23-B-0001_WR ADAL.pdf | ||
| 1_OF1419A_Abstract-Construction_23-B-0001_WR ADAL.pdf | ||
| B764_RFI19_Concrete Pavement Detail.pdf | ||
| 740_3_Ton_Crane_1989.pdf | ||
| 740_As-Built_1989-90.pdf | ||
| ATQZ139764 ADAL Weapons Release Bldg 764 RFI Tracker_20230807.xlsx | XLSX spreadsheet | |
| 1_IFB Amend_W50S7W-23-B-0001-0002_B764_WR ADAL.pdf | ||
| 1-Ton Crane_1.jpg | JPG image | |
| 3-Ton Crane_3.jpg | JPG image | |
| 3-Ton Crane_2.jpg | JPG image | |
| 3-Ton Crane_4.jpg | JPG image | |
| 1-Ton Crane_3.jpg | JPG image | |
| 3-Ton Crane_7.jpg | JPG image | |
| 1-Ton Crane_2.jpg | JPG image | |
| 3-Ton Crane_5.jpg | JPG image | |
| 3-Ton Crane_6.jpg | JPG image | |
| 3-Ton Crane_1.jpg | JPG image | |
| 1_IFB Amend_W50S7W-23-B-0001-0001_B764_WR ADAL.pdf | ||
| 3-Ton Crane_8.jpg | JPG image | |
| PreBid Conf Min_Sign In_B764_Weapons Release.pdf | ||
| 1_IFB (FINAL)_W50S7W-23-B-0001_B764_Weapons Release Add-Alter.pdf | ||
| Background Release Worksheet 2.2.pdf | ||
| 1_Sealed Bid Checklist for Bidders_23-B-0001_WR ADAL.pdf |
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RFI Tracker
| RFI # | RFI - Request for Information: Questions or problems found. | Column1 | Answer | |
| RFI # 1 | It mentions on A201 that there is an external sign and says to see Signage Schedule. The only exterior building detail is an address number. Will there be a larger sign on the building | INANG Interface required How does the client typically handle exterior signage (and interior signage)? Would signage be CFCI, GFCI, GFGI? (Exterior signage to be GFGI - P. McKenna) | ||
| RFI # 2 | Request for Crane Data: | See attached 740_3_Ton_Crane_1989 | ||
| RFI # 3 | What are the specs on the solid surface countertops and the Plam cabinets? | INANG Interface required. Color and Finish can be assigned | ||
| RFI # 4 | We downloaded the RFP documents from SAM; however, the project specifications seem to be missing. Can you provide the project specifications asap so we can send to our trade partners? | Specifications uploaded on 6/13/2023 | ||
| RFI # 5 | Product substitution request : Lee Company’s request to provide Metpar CH-700 Solid Plastic Toilet Compartments for Section 102113.19 Plastic Toilet Compartments on the IANG Weapons Release Building 764 project. | |||
| RFI # 6 | SF 1442 states that the period of completion is 365 calendar days. However, Spec Section 01 14 00 -3 states that “Building 764 will be unoccupied and fully available during the designated period of construction – 720 calendar days.” Please clarify what the 720 calendar days refer to. | Section 1.5 H of Specifcation should read as follows: H. Building 764 will be unoccupied and fully available during the designated period of construction - 365 calendar days. | ||
| RFI #7 | There appears to be some conflicting statements and confusion in regard to the signage for this project. Please confirm that the signage is Contractor Furnished & Contractor Installed. | 365 calendar days sated in SF 1442 states is the correct period of construction (Exterior signage to be GFGI - P. McKenna) | ||
| RFI #8 | Drawing I-101 lists the Overhead Crane as GFGI while A-101 states the crane is GFCI. Please clarify who will be responsible for installing the 3-ton crane. | INANG to confirm GFCI installation is correct (Correct the crane is to be GFCI - P. McKenna) | ||
| RFI #9 | Assuming the Contractor is responsible for relocating the 3-ton crane, how is the government anticipating that the crane to be removed from the existing location: as the roof appears to be leaking, is it being replace and the bridge crane is supposed to be removed during that project? Can we to take out walls to create the space needed to get it out the overhead door? Is the plan to cut the crane in half and weld it back together in the new location? Please provide drawings of Bldg 740 so we can develop the proper plan. | INANG interface required. See attached: See attached 740_3_Ton_Crane_1989. See attached Drawings for Bldg 740:Built_1989-90 | ||
| RFI #10 | Spec Section 11 14 00 states that the existing 3-ton crane is to be relocated. However, during the site visit it was stated that the 1-ton crane is also to be relocated and drawing E-703 references the electrical panel to be used for the 1-ton crane. However, we can’t find the 1-ton crane on the drawings. Please clarify if both cranes need to be relocated by the GC and if so, where the 1-ton crane is going to be reinstalled | Both Cranes require relocation. INANG to confirm relocation of 1-ton crane to specific placement and orientation in Release Shop (125) | ||
| RFI #11 | Can we please schedule a second site visit to further analyze how to relocate the 3-ton crane (assuming that this is part of the scope of work for this project)? | A secondary site visit was held July 6th at 10:00 with the requesting contractor | ||
| RFI #12 | Depending on the date of the second site visit, please extend the bid date to allow for sufficient time to develop pricing. | Bids are currently due August 9 | ||
| RFI #13 | Please confirm that this project is tax exempt. | The project is tax exempt | ||
| RFI #14 | On P-501 Detail 4 (D4), is the Speedaire Model 42L01 Airline Filter/Regulator meant to be 4ZL01? Is this line supposed to be in ½” or ¾”? Also, the 4ZL01 shows 212 CFM flow instead of the 140 CFM flow listed in the drawing, would this be the right item? | Provide 3/4" compressed air drop and line to Speedaire Model 4ZL01. Reduce to 1/2" inlet size of filter regulator and increase from 1/2" outlet size of filter regulator to 3/4" pipe size downstream of regulator as indicated in detail. | ||
| RFI #15 | Drawing, P-501 shows Detail B1 Flush Valve Trap Primer. Are we able to use trap seals in lieu of the trap primers? | No, trap seals are not allowed. Provide trap primers as indicated. | ||
| RFI #16 | Do the hydronic piping joints need to be brazed or can they be a ProPress system? | |||
| RFI #17 | Drawing G-101 lists F.E. to be GFGI. Drawing A-101 shows locations of F.E. in semi-recessed F.E. Cabinets. Please confirm that Contractor is to provide and install the F.E. Cabinets without F.E. | INANG Interface required. (Fire extinguishers to be GFGI - P. McKenna) | ||
| RFI #18 | Please provide drawings showing the existing floor finishes. | INANG Interface required to assist designating existing floor finishes (The floor finish will be either sealed concrete or stained and sealed concrete - P. McKenna ) | ||
| RFI #19 | Drawing C-102 shows a 10’ x 12’ area that per the Legend is to be “Proposed Concrete Pavement.” However, there does not appear to be a detail drawing that shows what that entails. Please provide a detail showing the elements of this concrete pavement. | |||
| RFI #20 | Drawing A-522, Detail A4, shows the Floor Painting Striping Plan. However, none of the drawings indicate where this pattern will be needed. Please provide a floor plan that shows where the Striping will be required. | INANG Interface required to confirm what type, etc. | ||
| RFI #21 | The finish schedule calls out PLAM-1 as TBD. Please select a Manufacturer and color so our quote can be as accurate as possible, or verify that a standard priced laminate will be selected. | |||
| RFI #22 | The finish schedule calls out SSM-1 (solid surface) as plastic laminate, also TBD, at 2CM. Please provide a product selection for all countertops and windowsills so we know if it is solid surface, laminate or quartz. | |||
| RFI #23 | In the Solid Surface specifications, page 2 states that the solid surface is ¾” thick. Please acknowledge that solid surface materials are ½” thick as noted in the windowsill details. | |||
| RFI #24 | The Solid Surface specifications also call out Chain-of-Custody certificates for the wood products on page one. Is this a mistake? FSC Chain-of-Custody is not called out in Division 064116, and there is no LEED checklist to verify if certified wood is required. | |||
| RFI #25 | This project requires the steel fabricator to be AISC certified. Can this be waived? | Per the specification section 051200 1.6.A, IAS AC 172 may be used in lieu of the AISC certification for fabricator qualification criteria. Waivers of AISC certification or IAS acceptance criteria must be reviewed and approved by the Government. | ||
| RFI #26 | Is the Unitron Flatpack UDC-420W 28VDC GPU inverter to be supplied by the Electrical Contractor or the Owner? | |||
| RFI #27 | Can epoxy anchors be used to secure the 3-ton crane to the footings instead of anchor rods being inserted into the new footings? | Epoxy anchors may not be used in lieu of anchor rods for the 3-ton crane. Bid as shown in the contract documents. | ||
| RFI #28 | P-501 Detail C3 shows an AMI Meter. What is the model for this and is there to be a flow conditioner provided? | Basis of design meter would be Dresser Roots, B3-5M175, with temperature compensated counter. Flow conditioner not required. | ||
| RFI #29 | P-501 Detail C3 shows the Motorized Gas Shut-Off Valve. However, there does not seem to be a drawing that shows the wiring for this valve. Please provide details on how this valve will receive power. | Motorized gas shut-off valve receives control signal from boiler emergency power off switch as indicated on sheet M-803 in the sequence of operations C.1 as requried by ASME CSD-1. Provide low voltage wiring from boiler emergency power off switch to motorized gas shut-off valve. | ||
| RFI #30 | P-501 Detail C3 calls out an earthquake valve Please confirm that these are actually needed. | Provide earthquake valve as indicated. | ||
| RFI #31 | This project requires the steel fabricator to be AISC certified. If the steel fabricator is not certified, but is a member and implements a quality program that is equal to or exceeds the requirements in the AISC certification program, can this requirement be waived? | Per the specification section 051200 1.6.A, IAS AC 172 may be used in lieu of the AISC certification for fabricator qualification criteria. Waivers of AISC certification or IAS acceptance criteria must be reviewed and approved by the Government. | ||
| RFI #32 | PD-101, General Note #3 states “existing double bowl freestanding sinks located in adjacent building……” Please clarify which “adjacent building” this is referring to and provide drawings that show the location of these sinks. | Intent was to relocate the existing sink from Building 740. | ||
| RFI #33 | Is there a current lightning protection certificate in place? | |||
| RFI #34 | Does it have a grounding loop/counterpoise? If so, has it been tested/verified and what size of conductor is it? | |||
| RFI #35 | Are there test wells for the grounding system? | |||
| RFI #36 | There are no make-up water lines shown on the drawings and there should be, could this be fixed? | Unclear what they mean by “make-up water lines”. Need more information. | ||
| RFI #37 | Can we get more info on the doors themselves: | |||
| • | Such as door sizes and stile dimensions? | |||
| o | We want to make sure all the hardware will be compatible with the doors. | Govt. (Reference the door schedule and specifications or request specific door information or schedule an additional site visit to gather information - P. McKenna) | ||
| RFI #38 | Since the existing building will be unoccupied during construction, can I assume that the new sanitary and water services don’t need to be in place prior to removing the existing services? | Government will need to answer whether or not they need to have the new water/sewer lines in place prior to removing existing lines. Not sure what they government is using the building for. (The building will be unoccupied so it will be the contractors responsibility to phase work in a logical sequence - P. McKenna) | ||
| RFI #39 | What overcut is required for the spread footings, walls, etc.? | If the intent of this question is to establish boundaries for excavation, refer to specification section 312000 3.3 for general discussion. If excavation requires layback due to soil conditions, follow OSHA requirements. Consult geotechnical engineer for additional recommendations. | ||
| RFI #40 | Will phasing be required for the asphalt and concrete pavement removal to allow for access to the building? | Government will need to answer whether or not they need to phase paving operations to allow access to the building. Not sure what the government is using the building for. (The building will be unoccupied so it will be the contractors responsibility to phase work in a logical sequence - P. McKenna) | ||
| RFI #41 | Can the stone subbase under the existing concrete and asphalt pavements be left in place since most of the site requires filling? | Geoetechnical should have the final say on whether this is acceptable or not. The Slab-on-Grade Recommendations section in the geotech report should adequately cover this requirement | ||
| RFI #42 | How do we best handled multiple dump/delivery trucks coming and going through the security gate and would we need to provide an escort? | Govt (The delivery trucks will be inspected by security and the contractor will be required to provide an escort - P. McKenna) | ||
| RFI #43 | Can more details be provided about where and how the proposed 10” water line gets connected to the existing water line inside the limited access area? Do we reuse the existing connection or will a new tapping sleeve and valve be required on the line in the limited access area? If we reuse the existing connection, is there a valve that can be shut down that we would connect to? If a new connection is required, what size is the existing line in the limited access area? Is there any pavement that would have to be restored within the limited access area? | The existing connection will not be re-used as the existing main is smaller (8") than the proposed main (10"). Therefore, a new tapping sleeve and valve will be required. The existing public main that is being tapped is 12". According to information available at the time of design, no additional pavement, outside of the building parking area, is located in the path of the proposed waterline. |
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