Attach_12_W50S8B20B0001_RFI_updated_13Sep20.xlsx
XLSX spreadsheet 13 KB Posted
- Attached to
- Beddown Global ASNT Project Federal contract opportunity
- Solicitation number
- W50S8B-20-B-0001
- Issued by
- Department of the Army National Guard
About this file
This document provides details for a federal construction contract solicitation for the Beddown Global ASNT Project. The solicitation involves repair and renovation work of 550 square feet in Building 3390 at Joint Base McGuire-Dix-Lakehurst in New Jersey. Scope of work includes providing all materials, equipment, labor, and supervision for a complete and usable space. The contractor must designate a project superintendent through completion and key positions cannot be subcontracted. A CPM construction schedule is due five days after award. Work will be conducted on a secure military facility requiring background checks for personnel. The contract value is estimated between $500,000 to $1 million. A bid bond is required with payment and performance bonds due after award. Vendors must be registered in SAM to bid. A pre-bid conference will be held on August 27, 2020 at the specified base building. The bid opening date was extended to September 17, 2020 at 10:00 AM to allow for responses to contractor questions in the solicitation's attachments.
View the file
Other files for this federal contract opportunity
Show all 29
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Sheet1
| 108 Wing |
| Pre-Bid Questions & Clarifications |
| Solicitation #: | W50S8B-20-B-0001 |
| Project Name & Number: | PTFL182109 Beddown Global ASNT 3390 |
| Updated: | Updated 13 Sep 20 |
| RFI # | Submitted | Answered | Question | Response | Response By |
| 1 | 17-Aug-20 | 20-Aug-20 | There are no plans or specification (Attch 5 & 6) provided in Beta.Sam.Gov | Drawings & Specs were inadvertantly left out of intial posting, but were added to beta.sam via amendment 2. | 108 Contracting |
| 2 | 31-Aug-20 | 31-Aug-20 | Is it worth pursuing since we were not present at the site vist? | The site visit was highly recommended but not mandatory to submit a bid. | 108 Contracting |
| 3 | 03-Sep-20 | 06-Sep-20 | Drawing #SS-101 and Statement of Work calls for Davit crane, but we cannot locate the specs. | See Amendment 0003, and also see drawing S-101 and refer to note 3 under “General Sheet Notes” for the davit crane basis of design. | 108 CES |
| 4 | 08-Sep-20 | 10-Sep-20 | Specification section 01 000 –para J on page 19 states that asbestos containing material may be encountered in project area. Please provide detail report on asbestos abatement. | Building 3390 was constructed in 1998, an inspection and Asbestos Report conducted in 2007, by the Civil Engineering Technical Services Center, found no asbestos in building 3390. | 108 CES |
| 5 | 08-Sep-20 | 10-Sep-20 | Specification section 316329 – Drilled concrete piers and shafts. – Section 1.3 states to review Geotechnical report. Please provide Geotech report. to get information about any rock or boulders in ground | No Geotechnical report was conducted for this project. See Boring Logs from 1998 provided. | 108 CES |
| 6 | 08-Sep-20 | 10-Sep-20 | Specification section 312000 page 4 states about dewatering ground water. Please provide bore details. | Several areas nearby have a high water table, which may require dewatering, or during construction after storms. Refer to Boring Logs provided. | 108 CES |
| 7 | 08-Sep-20 | 10-Sep-20 | Specification section 316329 – Drilled concrete piers and shafts. Para J on page 7 call for temporary casing. And para 3.3 on page 8 call for permanent steel casing installation. Please advise. Also, para 1.8-page 2 call for trial drilled pier. Is Govt, intention to make trial drilled pier before actual work to get approval? | As per section 316329, paragraph 1.8, A. Trial Drilled Pier: Construct trial drilled pier of diameter and depth and at location indicated or, if not indicated, of same diameter and depth as largest drilled piers, located at least three diameters clear of permanent drilled piers, to demonstrate Installer's construction methods, equipment, standards of workmanship, and tolerances. Before constructing, or installing permanent casings. | 108 CES |
| 8 | 08-Sep-20 | 10-Sep-20 | We are requesting to extent bid due date to 9/18/2020. | Because additional information is being provided, we will extend the bid-opending date to 17 Sep 20 at 1000. | 108 Contracting |
| 9 | 09-Sep-20 | 10-Sep-20 | Would a short bid extension for this solicitation be granted? | The bid opening date is being extended to 17 Sep 20 at 1000 because additional information is being provided for RFIs # 4 - 8. | 108 Contracting |
| 10 | 11-Sep-20 | 13-Sep-20 | In amendment 3, 22 pages of information was provided for multiple manufacturers & models of davit cranes, but there is no specific direction on which we are to use and what lifting capacity is needed. The 4 models listed which were Venturo brand davit cranes are typically installed on pick up truck beds and powered by 12v electric. The Thern davit crane is portable and hand powered. Then you provided information for a free standing articulating jib crane and a portable jib crane. Can you please specify which of these cranes and what lifting capacity we are to use, or provide a spec/basis of design, as there is a wide gap on the costs of these cranes? | Please see suggested specifications for the davit crane (Attach_13). Also, see drawing S-101 and refer to note 3 under “General Sheet Notes” for the davit crane basis of design. This note references the “Ventura CT2005” as the davit crane reference model. This model’s specification is also listed in the davit crane attachment. | 108 CES |
File details come from the government source that posted it. Updated .