RFI_Log_MED-GIB_Responses_posted_23DEC2015.xls

XLS spreadsheet 106 KB Posted Dec 23, 2015

Attached to: Construction of the Dispensary/Health Clinic and General Instruction Building (MED/GIB) in Sea Girt, NJ
Solicitation number: W912KN-15-R-0002
Issued by: Department of the Army New Jersey Army National Guard

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Pre-proposal RFI Log Q and A's posted 23DEC2015. **A 2nd SITE VISIT IS BEING OFFERED ON THURSDAY 7 JAN 2015 at 10 00. SEE RFI MG-008 RESPONSE COLUMN FOR INFO**

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Other files

File	Type	Posted
15-R-0002_Amendment_0004.pdf	PDF	Feb 23, 2016
RFI_Log_MED-GIB_as_of_9_FEB_w_Responses_thru_RFI_066.pdf	PDF	Feb 10, 2016
15-R-0002_Amendment_0003.pdf	PDF	Feb 9, 2016
15-R-0002_Amendment_0002.pdf	PDF	Feb 1, 2016
RFI_Log_MED-GIB_as_of_27JAN16_w_Responses_thru_RFI_064.pdf	PDF	Jan 28, 2016
RFI_MG-064_w_Response-27_Jan_2016_Attachment__1.pdf	PDF	Jan 28, 2016
RFI_Log_MED-GIB_as_of_14JAN16_w_Responses_thru_RFI_063.pdf	PDF	Jan 14, 2016
RFI_MG-057_w_Response-14_Jan_2016_Attachment__1.pdf	PDF	Jan 14, 2016
RFI_Log_MED-GIB_as_of_12JAN16.pdf	PDF	Jan 12, 2016
RFI_Log_MED-GIB_as_of_8JAN.pdf	PDF	Jan 11, 2016
15-R-0002_Amendment_00001.pdf	PDF	Jan 11, 2016
Pre-proposal_2nd_site_visit_sign-in.pdf	PDF	Jan 8, 2016
Pre-proposal_2nd_Site_Visit_Minutes.pdf	PDF	Jan 8, 2016
RFI_Log_MED-GIB_as_of_8JAN_(430pm).pdf	PDF	Jan 8, 2016
Whitman_Report_-_Asbestos_Env'l_Insp_Activities_at_Sea_Girt.pdf	PDF	Jan 8, 2016
RFI_Log_MED-GIB_as_of_8JAN.pdf	PDF	Jan 8, 2016
RFI_Log_MED-GIB_as_of_4JAN.pdf	PDF	Jan 6, 2016
RFI_Log_MED-GIB_Responses_as_of_30-Dec-2015.pdf	PDF	Dec 30, 2015
RFI_MG-002_w_Response_Attachment__1.pdf	PDF	Dec 23, 2015
RFI_MG-004_w_Response_Attachment__1.pdf	PDF	Dec 23, 2015
RFI_MG-005 _006 _ _007_Response_Attachment__1.pdf	PDF	Dec 23, 2015
RFI_MG-023_ _-024_w_Responses_Attachment__1.pdf	PDF	Dec 23, 2015
RFI_Log_MED-GIB_(22DEC15).pdf	PDF	Dec 22, 2015
RFI_Template.doc	DOC document	Dec 22, 2015
MED-GIB_Pre-proposal_Conference_Minutes.pdf	PDF	Dec 22, 2015
MED-GIB_pre-proposal_conf_slides.pdf	PDF	Dec 22, 2015
MED-GIB_Preproposal_sign-in_sheet.pdf	PDF	Dec 22, 2015
NJARNG_H_Sandy_Sea_Girt_MED-GIB_Issued_for_Construction_Drawings_30-Sept-2014_31-Aug-2015.pdf	PDF	Dec 1, 2015
Exhibit_C-template.doc	DOC document	Dec 1, 2015
EXHIBIT_A.pdf	PDF	Dec 1, 2015
NJARNG_H_Sandy_Sea_Girt_MED-GIB_Issued_for_Construction_Specs1of2_30-Sept-2014_31-Aug-2015.pdf	PDF	Dec 1, 2015
NJARNG_H_Sandy_Sea_Girt_MED-GIB_Issued_for_Construction_Specs2of2_30-Sept-2014_31-Aug-2015.pdf	PDF	Dec 1, 2015
EXHIBIT_C.pdf	PDF	Dec 1, 2015
EXHIBIT_B.pdf	PDF	Dec 1, 2015
EXHIBIT_D.pdf	PDF	Dec 1, 2015
15-R-0002_PD2_1442_MEDGIB_solicitation.pdf	PDF	Dec 1, 2015

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LOG

	USPFO for New Jersey
	Project Name:		MED/GIB
	Project No.		340126 / 340128
	RFP No.		W912KN-15-R-0002
	Date Issued:		1 DEC 2015
	RFI NO MG-	DATE RECEIVED	SPEC SECTION	DESCRIPTION	DATE TO ENG./OWNER	DATE FROM ENG./OWNER	DATE TO CONTRACTOR	COMMENTS	TURN AROUND
	001	12/4/15		Use alt evals (PPQ, CPARs) in lieu of Exhibit C's	12/4/15	12/4/2015 (jdm)	pre-bid mtg	Yes, alts are authorized	0
	002	12/14/15	31 23 19	Spec Section 31 23 19 para 1.6A references Geo-Technical Report, which is missing from the bid documents posted on FBO.
Please provided Geo-Technical Report for bidding purposes.	12/15/2015 (jacobs)	12/21/15	12/21/15	The attached is the Geotechnical Investigation Report that was completed in

May-2014 for the NJARNG Sea Girt Superstorm Sandy Disaster Response projects shall be considered Non-Binding Supplemental Information Only for the Contractor's use. The Contract Plans and Specifications have taken into consideration the discussions and recommendations in the report and as such the Contract Plans and Specifications govern as construction requirements. The Contractor is required to verify all existing conditions necessary for proper installation, construction, and operation of all elements indicted in, and in

accordance with the Contract documents. Refer to PDF attachment to this RFI response.	7
	003	12/14/15	PPQs auth'd? Email ok vs regular mail?	12/15/2015 (jdm)		pre-bid mtg	Yes (see RFI MG-001), and yes	0
	004	12/15/15	Door schedule remarks 6 and 10 imply that the six doors having those remarks should be automated; however, when looking at the corresponding hardware sets manual closers are listed and the description ofoperation does not indicate automate usage. Please clarify which doors are being automated and provide a listing of hardwarethat will be included on the doors automated along with a descriptive mode of operation.	12/15/2015 (jacobs)	12/21/15	12/21/15	1. Doors with Remarks 6 and 10 (on Door Schedule) are to be power assisted

opening doors.

2. Hardware Schedule, Section 3.7 of SPECIFICATION SECTION 08 71 00 - DOOR HARDWARE has been revised. Refer to PDF Attachment (MG-004 Atch - Door Hdw) for Revised Section 3.7.

3. Refer to Section 08 71 13 - Automatic Door Operators for information on power door operators for specified doors.	6
	005	12/17/15	CG 501	Drawing CG-501Under sequence of construction Note # 4 States Demolish Existing Building #64 and #64T. However, Bid Schedule Items #0002 & 0008 call for Buildings 41,55 & 59. Please clarify.	12/18/2015 (jacobs)	12/21/15	12/21/15	Please reference sheets C-101 through C-103 (and Additive Bid Items per Spec Section 01 23 00) for buildings to be demolished under this MED/GIB project. All references to Building #64 & #64T shall be removed from the SEQUENCE OF CONSTRUCTION notes on sheet CG-501 and revised as follows per PDF attachment to this RFI response.	4
	006	12/17/15	CG 501	Note #10 States Demolish Existing Building # 36 & #65. However, Bid Schedule Items #0002 & 0008 call for Buildings 41,55 & 59. Please clarify.	12/18/2015 (jacobs)	12/21/15	12/21/15	Please reference sheets C-101 through C-103 (and Additive Bid Items per Spec Section 01 23 00) for buildings to be demolished under this MED/GIB project. All references to Building #36 & #65 shall be removed from the SEQUENCE OF CONSTRUCTION notes on sheet CG-501 and revised as follows per PDF attachment to this RFI response.	4
	007	12/17/15		After today's site visit there was much confusion as to which buildings were being demolished. We were escorted to Bldg #64 (Medical Facility) but were unable to access building. Please confirm which buildings are to be demolished.	12/18/2015 (jacobs)	12/21/15	12/21/15	Please reference sheets C-101 through C-103 (and Additive Bid Items per Spec Section 01 23 00) for buildings to be demolished under this MED/GIB project. All references to Building #64 shall be removed from the SEQUENCE OF CONSTRUCTION notes on sheet CG-501 and revised as follows per PDF attachment to this RFI response.	4
	008	12/17/15		We would also like to request an additional site visit to access buildings for bidding purposes.	12/18/2015 (nr)		12/23/15	THURSDAY, JANUARY 7, 2016 at 10:00. Contractors meet in dining hall, Bldg 11 at the NGTC, Sea Girt (same as pre-proposal conference site.)	6
	009	12/17/15		Please provide any hazardous / environmental reports if available, for bidding purposes.	12/18/2015 (jacobs)			(BY NJARNG)	-42355
	010	12/21/15		Drawing CU-101 indicates 8" sanitary for the new SMH 1 and 2 to the building. Drawing P-102 indicates 6". Which is correct?	12/21/15 (jacobs)			RESPONSE: The sanitary sewer line beyond the building footprint shall be an eight (8)-inch PVC pipe, as shown on sheet CU-101. Provide appropriate fitting to transition between a six (6)-inch and eight (8)-inch diameter piping.	-42359
	011	12/21/15		The schedule on Drawing P-60 I indicates EEW-1 eyewash/counter. Where are these to be located?	12/21/15 (jacobs)			RESPONSE: EEW-1 is located in Medical Exam Room M-102 as shown on Sheet P-101.	-42359
	012	12/21/15		Drawing P-601 also indicates TWV-2 emergency equipment. This item is not shown on the drawings nor the tempered water piping for same. Please advise.	12/21/15 (jacobs)			RESPONSE: TWV-2 shall be provided with EEW-1 located in Medical Exam Room M-102.	-42359
	013	12/21/15		Note 1 on Drawing P-102 indicates the requirement for trap primer from the sink to the floor drains. On the schedule on Drawing P-601 the ETP-1 is advised as "not used". Can we assume that each of the P-8 will have trap primer TP-1 to each floor drain? What about the men's and women's bathrooms? Do they also get TP-1 trap primers?	12/21/15 (jacobs)			RESPONSE: Contractor shall use TP-1 on medical exam room floor drains and restroom floor drains.	-42359
	014	12/21/15		Specification Section 22 11 13 paragraph 1lB states Utility furnished products including water meters shall be furnished to the site, etc. We assume the Utility Company will provide meters, who is the Utility Company?	12/21/15 (jacobs)			RESPONSE: Paragraph 1.1.B of specification 22 11 13 Facility Water Distribution Piping shall be deleted. The local utility company will not provide a water meter for this project. Contractor shall still be required to provide metering with the building in accordance with paragraph 2.14 of specification 22 11 19 Domestic Water Piping Specialties.	-42359
	015	12/21/15		Specification Section 22 11 13 paragraph 3.4F states install piping by tunneling or jacking etc. under streets or obstructions that cannot be disturbed. Are there any streets that cannot be disturbed and require jacking?	12/21/15 (jacobs)			RESPONSE: Installation of water line can be accomplished with open trench construction. Tunneling or jacking under streets or other obstruction will not be required for installation of the water lines.	-42359
	016	12/21/15		Drawing CG-102 Key Note 1 outfall at existing bulkhead see notes 3 & 4. Note 3 says provide tidal flap gate at new 36" outfall through bulkhead, the RCP is 24"? Drawing CUP203 shows STMH #1 goes to outfall and nothing at end of pipe? Drawing C-503 detail C-3 BMP outlet structure, where does that go?	12/21/15 (jacobs)			RESPONSE: Storm sewer shall outfall through existing bulkhead wall into Stockton Lake, as shown on drawing CG-102. Diameter of outfall pipe into Stockton Lake is 24 inches in diameter. Revise opening through existing bulkhead wall to 40-inches in diameter. Delete detail C3 on sheet C-503 as it is not required for this facility.	-42359
	017	21-Dec-15		We understand that this is a negotiated bid, and the documents state there is no bid bond required. Please confirm that no bid bond is required.	12/21/15	12/21/15	12/21/15	See SF1442 Block 13 B.	0
	018	21-Dec-15		The scope of work in Options 0001, 0002, 0007 and 000 are shown for Building # 41, # 55 and # 59. There is No mention about Building # 64 Existing Medical Building. Is this building part of Options. Please clarify.	12/21/15			RESPONSE: Reference sheets C-101 through C-103 (and Additive Bid Items per Spec Section 01 23 00) for buildings to be demolished under this MED/GIB project. All references to Building #64 & #64T are not part of this project. The SEQUENCE OF CONSTRUCTION notes shown on sheet CG-501 shall be removed and revised per PDF attachment to RFI response 0007.	-42359
	019	21-Dec-15		Provide Plan showing the location of Building # 41 and # 55. The Existing Conditions plan does not show the location of these two building.	12/21/15			RESPONSE: Reference sheets C-101 through C-103 (which indicate Bldgs. #41 and #55) for buildings to be demolished under this MED/GIB project.	-42359
	020	21-Dec-15		Provide details for each building, the utility disconnects/re-routing, rodent baiting and basically all items required to obtain demolition permit.	21-Dec-15			RESPONSE: All demolition scope information is provided within Contract Documents (Drawings, Specifications, etc). GC shall be responsible for obtaining all required permits associated with GC required demolition efforts as indicated in Contract Documents.	-42359
	021	21-Dec-15		Provide details for each building, the Removal of all hazardous and contaminated materials, USTs, septic tanks, ASTs, transformers, draining of all hydraulic fluids and oils.	12/21/15			RESPONSE: All demolition scope information is provided within Contract Documents (Drawings, Specifications, etc). GC shall be responsible for verifying all existing conditions associated with GC required demolition efforts as indicated in Contract Documents.	-42359
	022	21-Dec-15		Provide survey Report if any for each building. We assume no Asbestos.	12/21/15			RESPONSE: All demolition scope information is provided within Contract Documents (Drawings, Specifications, etc). GC shall be responsible for verifying all existing conditions associated with GC required demolition efforts as indicated in Contract Documents.	-42359
	023	21-Dec-15		On finish schedule for wall tile they list CWT and PT 6 – how high should the ceramic wainscot be.	12/21/15			RESPONSE: CWT height shall be 6'-2", typical. Refer to PDF attachment to this RFI response.	-42359
	024	21-Dec-15		Also on finish schedule they call for a 3 color wall pattern but there are no elevation drawings showing the pattern – can the architect supply a sketch of the pattern if its typical.	12/21/2015			RESPONSE: Refer to PDF attachment to this RFI response for typical CWT layout pattern.	-42359
	025	22-Dec-15		Please provide more information on option 0001 AND 0007 for utility demo. Please provide sizes and material of existing utilities.Also please elaborate on government intentions for demolition of utilities at the beginning of the project as opposed, to the end of the project. Please clarify as this is a deduct, it is our assumption that demolition of utilities will be done at the end of project and included in the base bid.	23-Dec-15				-42360
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&C&"Arial,Bold"&12RFI Log&"Arial,Regular"

&10MED/GIB

&RPage &P

File details come from the government source that posted it. Updated Nov 14, 2017.