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Government Responses to Bidder Inquiries/RFI Questions 556-305: Construct New Parking Garage
5. PROJECT NUMBER (if applicable)
CODE
7. ADMINISTERED BY
2. AMENDMENT/MODIFICATION NUMBER
CODE
6. ISSUED BY
8. NAME AND ADDRESS OF CONTRACTOR
4. REQUISITION/PURCHASE REQ. NUMBER
3. EFFECTIVE DATE
9A. AMENDMENT OF SOLICITATION NUMBER
9B. DATED
PAGE OF PAGES
10A. MODIFICATION OF CONTRACT/ORDER NUMBER
10B. DATED
BPA NO.
1. CONTRACT ID CODE
FACILITY CODE
CODE
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
E. IMPORTANT:
is extended,
(a) By completing Items 8 and 15, and returning __________ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY is not extended.
12. ACCOUNTING AND APPROPRIATION DATA
(REV. 11/2016)
is required to sign this document and return ___________ copies to the issuing office.
is not, A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.
15C. DATE SIGNED
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER
Contractor
16C. DATE SIGNED
14. DESCRIPTION OF AMENDMENT/MODIFICATION
16B. UNITED STATES OF AMERICA
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER
16A. NAME AND TITLE OF CONTRACTING OFFICER
15B. CONTRACTOR/OFFEROR
STANDARD FORM 30
PREVIOUS EDITION NOT USABLE
Prescribed by GSA - FAR (48 CFR) 53.243 (Type or print) (Type or print) (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
(Number, street, county, State and ZIP Code) (If other than Item 6) (Specify type of modification and authority) (such as changes in paying office, appropriation date, etc.)
(If required)
(SEE ITEM 11)
(SEE ITEM 13)
(X)
CHECK
ONE
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
(Signature of person authorized to sign) (Signature of Contracting Officer) 04-30-2019 556-305 36C252 Department of Veterans Affairs Great Lakes Acquisition Center (GLAC) 3001 Green Bay Rd Bldg 1, Rm 329 North Chicago
IL
60064 36C252 Department of Veterans Affairs Great Lakes Acquisition Center (GLAC) 3001 Green Bay Rd Bldg 1, Rm 329 North Chicago
IL
60064 To all Offerors/Bidders
36C25219B0038 03-14-2019
X X X ** HOUR & DATE for Receipt of Offers is EXTENDED to:
May 21, 2019 at 2:00pm CST ** X
556-305 CONSTRUCT NEW PARKING GARAGE
The purpose of this amendment is to:
1) Extend bid opening date to May 21, 2019 at 2:00pm CST.
Bid opening location: 3001 Green Bay Rd, Building 3, Rm 114, North Chicago, IL 60064
2) Publish government responses to bidder inquiries/RFI questions.
3) Publish updated drawings sheets and specification sections.
Jason Hardy Contracting Officer
VA-VHA-SAOC-2019-2BB29B17
| RFI |
| Specifications |
| Drawing |
| Question |
| Response |
| SF101 |
| Drawing SF101 (note 19) indicates that the SOG is to be reinforced with #4 bars at 12” on center each way, while SI001 indicates that the SOG is reinforced with 4.5 pounds per CY of macro fibers. Which is correct, or, are both wanted? |
| Both reinforcement and structural fibers are required in the concrete slab-on-grade. |
| CS101 |
| CS101 does not identify any landscaping installation or restoration at the perimeter of the parking garage. Please clarify further. |
| Grass seed is the only restoration method. Hatched limits have been added to CJ101. |
| CS101 |
| CS101. Key note 16 = Decorative Iron Fence. Please provide a specification for this. |
| Specification added. |
| 4 |
| Geotech Report |
| The boring logs show approximately 6” of asphalt, the aggregate varies drastically, is there any additional information on aggregate depths in the parking lot? |
| The boring logs are the best source of information. |
| CD101 |
| What is the thickness of the concrete sidewalk and aggregate that is being sawcut and removed? |
| No thickness information available. |
| CJ101 |
| CJ101 please indicate which trees will need tree protection fencing. |
| Tree protection added to sheet. |
All vegetation not being relocated must be protected per specification 01 00 00; 1.9.
| What is the basis of design for the sectional door? |
| There is no basis of design for this door, submittal and review during construction is applicable. |
| 8 |
| 08 36 13 |
| 08 36 13 – 3 2.1 Materials: D – Glass – The specification calls for glass but the drawing on AS601 appears to be a solid door. Will the door have a glass panel or will the entire door be made of glass. |
| Door will not have glass. |
| 9 |
| 08 36 13 |
| 08 36 13 – 2 1.5 Quality Assurance refers to operators and controls for the sectional door. Does the OH door require a operator or is it manual? |
| Manual |
| CD101 / CJ101 |
| Please confirm that Calvin Drive heading south will be shut down during the entire construction period. That when we demolish the area shown on CD101, that prime will have full access to that area and that flaggers are not necessary for one lane access. CJ101 Erosion Control Plan is illustrated as if Calvin Rd is kept open heading north for the entire project. |
| Calvin Drive is not to be fully shut down for the construction duration. |
| CD101 |
| Please confirm the intended POV occupancy of the parking lot areas not demolished, but contiguous/adjacent the constructed areas. This affects crane access and precast laydown for the project site. It also affects temporary barricading and site utilization costs for the project. |
| Intended limits of disturbance and temporary construction fence location shown on CJ101. Changes to these layouts must be approved by COR. |
If additional room is needed for crane work, coordinate the space and duration with the COR at least three full weeks in advance.
| CS101 |
| This drawing seems to miss the 'site plan' for new construction on some of the hardscape items east of the parking garage structure. Please new asphalt and concrete work on the 28' length on the drawings. Does the removed manhole receive asphalt or concrete walk in that area, etc.? Please also confirm the meaning of the 'letter "D"' circled within the dwgs. |
| Some pavement patching and concrete patching not showing on CS101, it has been fixed. (D) symbols are drainage manholes see legend on CI001. |
| CS101 |
| Is there an installation location for the salvaged bus shelter or is just sent to the VA for future use outside of contract? Please confirm distance of location to provide to the VA. |
| Salvaged material is for future use outside of contract. |
Coordinate bus shelter removal with COR two weeks in advance.
| CS101 |
| Please confirm if there is a special warranty on the 13 removed and reinstalled trees to include watering or pruning? Should Prime carry cost for arborist to confirm the health of the trees before moving. Please confirm if there is a new tree schedule that can be provided or if all trees are salvaged and reinstalled. Please confirm the only new tree is the "deciduous tree" noted in CS502. |
| All trees are relocated existing trees. Warranty shall be provided per 32 90 00 Plantings Paragraph 1.9. Contractor should carry the costs necessary to fulfill the warranty period. |
| CS101 |
| Please confirm if Calvin Dr entrance off Green Bay Road is the only allowable entrance area for deliveries for this project or if there is other allowable routing? |
| Alternate entrance to site must be approved by COR. |
The demolition work at the Green Bay Dr entrance must occur early to accommodate construction deliveries. At this time, no other entrances shall be used for construction deliveries. The exact date/time, size, and route of delivery through another entrance must be coordinated and approved by COR at least two weeks in advance.
| CU101 |
| Please confirm that all areas noted "Manhole" are new manholes per the detail on CU502 and that none are existing. If SD-4 Manhole is new, please add site work required on the east side of the street to CS101 "Site Plan" as it is not picked up on the demo sheet or site plan. |
| SD-4 is new. CD101 and CS101 currently show pavement and curb removal and replacement within 10 ft. of SD-4’s location. |
| CI001 |
| Please confirm the symbol "D in a circle" in each of the drawings. |
| Confirmed, see CI001 for legend. |
| CW101/CW501 |
| Please confirm that sign A-2 is the only sign that does not get modified. As we cannot see the existing Series "A" or "B" signs we assume that A1, A3, B1, B2, B3 need modification. Please advise. |
| Confirmed, sign A-2 does not required text modifications, but does get relocated. The difference between A-series and B-series is specific to this project and not a campus-wide designation. See CW101 text box. |
| SI002 |
| Please provide the Geotechnical Report from Terracon to understand the soil conditions for excavation / hauling activities. |
| Please refer to specification section 00 31 32 Geotechnical Engineering Report. |
| SI002 |
| Please confirm if the VA or the Prime is responsible for the contract of the geotechnical engineer for the stated duties within the drawings and specs. |
| Please refer to specification section 01 45 29 Testing Laboratory and Special Inspection Services. All testing and inspection services, including geotechnical testing and inspection, shall be retained by the Contractor. |
| AS101 |
| Please confirm that a 1 new elevator is part of this bid. This drawing shows "Future Elevator". |
| The drawing shows 1 elevator, and 1 future elevator. |
| AS312 |
| We see the absence of a snow chute. Is this not required to phase 2? |
| A gate is indicated. No chute. |
| ES101 |
| Please confirm how the telecom options 1-3 on ES101 are going to be added into the CLIN/Bid Schedule. The breakout of those options are not in the CLIN. Or please advise if these are internal options to the GC in terms of routes that it can select in order to accommodate the work. |
| These are options for the route of the cables that can be selected by the contractor and coordinated with the COR. A sketch (ES101 Options) is provided to show the intended routes. The options are in order of preference and were based on ease of access to the contractor and amount of pedestrian traffic in that area. |
| AS101 / AS in General |
| Please confirm finish schedules for walls/shafts in rooms/areas 103, 104, 101, 102, 107, 108, 109, 110, 106, 201, 202, 203, 204. We understand the 03 and 04 are elevator shafts, but please confirm coating/paint/finish. |
| See 09 06 00 for finish to be applied to CMU and precast concrete. |
| 25 |
| 09 30 13 |
| Please provide finish schedule and location of tile for this project? We see the 2.6 DIV 09 Finish schedule for floor (elevator/car) and wall. Please confirm for proper area take offs. |
| See 09 06 00 2.6 A for tile descriptions. PPT-1 is to be located on the elevator cab floors. AS601 revised to show PPT-2 location on face of elevator lobby wall. |
| 26 |
| Geotech Report |
| Please confirm if demo of BLDG 144 is a requirement of the project as it is not in the demo drawings. |
| BLDG 144 is shown to be demolished on CD101, see keynote 17. Contractor to coordinate relocation of meter prior to building demolition. |
| 27 |
| Asbestos Survey |
| We view the asbestos survey in the specifications, but the drawings are absent of asbestos notes. Please confirm the scope of the project that focuses around BLDG 133 ACM. Please provide the ILSM for BLDG 133 areas affected by ACM and the requirement for level 2, 3 or 4 infection control for this project. Please confirm the containment requirements for the project. |
| Asbestos surveys are provided for informational purposes since work is being done in this building. |
No asbestos abatement work is anticipated. Locations of copper and fiber routing may be in the vicinity of ACM above the ceilings. Workers should have basic ACM-awareness training to prevent ACM from being disturbed. This project is classified as an Infection Control Level IV. ICRA will be provided for contractor signature upon award. ILSM will be created in coordination with the Safety office in the event of a possible life safety deficiency.
| 28 |
| 01 00 00 |
| 1.3 statement of bid items state a PoP of 425 days from NTP. The 1442 states 365 days. Please clarify that the 1442 is correct. Please also clarify which CLIN Alternates are correct; the CLINS in 01 00 00 or the ones issued behind the 1442 in the solicitation. |
| This has been corrected. The PoP is 365 days. |
| 29 |
| 01 00 00 |
| Please confirm that the Prime SDVOSB Trailer, temporary toilets and wash stations shall be located within the "staging area" in CJ101. |
| Yes, within the fenced area. |
| 30 |
| 01 00 00 |
| PG 24 |
| Please state if the section 1.24 Construction Sign in the specs or the AS001 sign take precedence on this contract. Please provide sizing details for the Safety Sign from section 1.25 as they are not on AS001 |
| The detail on AS001 should be followed. It is a modification of VA Standard Detail SD01000-01; replaces the old logo with the new logo. |
For the safety sign the contractor shall refer to VA Standard Detail SD01000-02 and modify the VA logo to the current logo.
| 31 |
| 01 00 00 |
| PG 26 |
| Please confirm if there are professional photographer requirements for the section 1.27 final elevation detail images as the GC will need to submit significant printed pictures with frames for this project. |
| Yes. Please submit photographs via CD. COR to select 6 photos to be printed with frame. |
| 32 |
| 01 35 26 |
| PG 25 |
| Please confirm that the tuberculosis screening requirement is a policy that is upheld and will be required at this facility. There are only a few facilities that require all workers to get tested. |
| TB requirements are required for all indoor work. Please be sure sub-contracted workers completing the cabling work complete a TB screening. |
| 33 |
| 01 45 00 |
| PG 6 |
| The Quality Control specification for this project requires a SSHO and a CQC Systems Manager (USACE or NAVFAC qualified) with 7 years related experience, on top of the Superintendent. CQC System Manager "an individual within the onsite work organization that is responsible for overall management of CQC...is on the site at all times during construction and is employed by the General Contractor...assigned as CQC System Manager only and shall not have any other duties.". Please confirm that a (1) Superintendent (2) CQC Systems Manager (3) SSHO are three positions that are required by the contract that are employed by the SDVOSB GC. As there is a significant cost for additional people, please provide a minimum of which CQC Specialists per the 'Experience Matrix' chart on 01 45 00 - 8 are required by SDVOSB Prime under the CQC System Manager. |
| Each of those 3 positions has a lot of responsibility and may not be able to satisfy the requirements of multiple positions at once for a project of this size. In some cases, it may be possible for an individual to serve as both the Superintendent and SSHO as long as that individual meets the qualifications for both. This is not recommended. For the CQC Personnel assisting the CQC Manager, it is preferred to have 1 individual most likely Structural, to assist the CQC Manager as needed. |
| 34 |
| 01 45 29 |
| PG 6 |
| There is significant cost by testing lab and inspectors for this project in earthwork, landscape, asphalt, concrete, reinforcement, prestressed concrete, masonry, and structural steel. Please confirm if testing must be 3rd party to the SDVOSB GC or if testing can be accomplished as a 3rd party to subcontractors with information provided to the COR for this project. |
| All testing and inspection services, including geotechnical testing and inspection, shall be retained by the Contractor. |
| 35 |
| 01 57 19 |
| Please confirm if Lovell has an existing SWPPP approval for this project through its A/E or COR or if this cost is incurred by the SDVOSB GC prior to excavation activities. |
| The contractor is required to obtain an NPDES, a SWPPP will likely be a required provision in order to obtain this permit, refer to Specification 01 00 00, article 1.9.D |
| 36 |
| 02 82 13.31 |
| Please confirm if the CPIH/CIH air monitoring for the abatement subcontractor is provided through Lovell/COR or if this is 3rd party by the SDVSOB GC? |
| The GC must provide the CPIH/CIH. |
| DIV 26 |
| Please provide a spec on the EE501 vehicle charging station. |
| Detail 10 on EE501 has been revised to indicate the basis of design charging station. |
| UTILITY PLAN |
| Please confirm that Phase II of the parking garage (Future project) does not include a guard booth at ground level parking garage entrance. |
| There are no plans for a future attendant booth. However, there is the potential for future parking control equipment. Drawing AP101 does indicate a future concrete island with a traffic rated pull box to be installed with reference to the electrical drawings. |
| Do we have non-structural metal framing in any of the rooms on the 1st or 2nd floor or are they CMU block wall and/or precast only. We do not see a spec. Please provide finish schedule for rooms. |
| There is not any non-structural metal framing in the rooms. |
| 40 |
| 03 45 00 |
| Please confirm if 15' wide tees (typ) for precast to be allowed? |
| No, the garage has been designed with the assumption of 12’ wide tees with shortened flanges in most instances. 15’ tees are not acceptable. |
| 41 |
| 03 45 00 |
| Specification 03 45 00 - 1.3A.1 states, "Participates in PCI's Plant Certification program at the time of bidding is designed a PCI-certified plant for Group A, Category A1 - Architectural Cladding and Load Bearing Units". Is it acceptable that at the time of bidding the PCI certified plant to be Participates in PCI's Plant Certification for Group C4A- Prestressed Deflected Strand Structural Members) includes stemmed members, beams, joists and products in categories C1 and C2. Group CA designates Commercial Products with an Architectural Finish. |
| The requirements in the specifications must be followed. |
| 42 |
| 03 45 00 |
| Per the drawings, double tee stem spacing is shown 5'0". Is it acceptable to have Stem spacing at 7'6". Please confirm acceptable. |
| Typical stem spacing per structural plans is 6’-0” based on standard 12’ wide double tees. Detail 1 on SF531 is revised in Amendment A00002 to indicate 6’-0” stem spacing. Double tee widths may be revised to work within the 32’-0” bays. However, magnitude of loading on foundations (including future phase) may not exceed foundation reactions shown on drawing SI003. |
| 43 |
| 03 45 00 |
| Can the DT widths change to be wider than the 10'-8" as drawn? Can the column spacing increase from 32'-0" as drawn? |
| Column spacing cannot be revised. Double tee widths may be revised to work within the 32’-0” bays. However, magnitude of loading on foundations (including future phase) may not exceed foundation reactions shown on drawing SI003. |
| 44 |
| 03 45 00 |
| Please confirm if corrosion inhibitor is required on all precast components or just the horizontal members. |
| Refer to drawing SI001, item 3A.2 Precast Concrete. This section indicates all precast is to have 3 gal/cy of corrosion inhibitor. |
| 45 |
| 03 45 00 |
| Per the drawings, double tee stem spacing is shown 5'0". Is it acceptable to have Stem spacing at 7'6". Please confirm acceptable. |
| Typical stem spacing per structural plans is 6’-0” based on standard 12’ wide double tees. Detail 1 on SF531 is revised in Amendment A00002 to indicate 6’-0” stem spacing. Double tee widths may be revised to work within the 32’-0” bays. However, magnitude of loading on foundations (including future phase) may not exceed foundation reactions shown on drawing SI003. |
| 46 |
| 09 06 00 |
| Please provide specification of "red to match campus brick" for the PC-2 color. |
| Samples of matching colors shall be submitted and reviewed during construction. |
| ES101 |
| Dwg. #ES101, Key Note #13. Regarding the underground electrical service conduits, Note #13 refers to sizes and quantities as indicated on the one line riser diagram sheet #EE601 and sheet #EE501 duct bank detail 9. Both the primary side and secondary side of the new 300kVA transformer call out a single 4” conduit per the riser diagram. Duct bank detail 9, sheet #EE501 calls for a 2x3 duct bank. Please clarify. |
| Detail 9 on Sheet EE501 is only used for the thickness of the typical concrete encasement for a conduit. The Quantity of conduits called out on Sheet EE601 is the correct quantity. |
| EE601 |
| Reference: Dwg. #EE601, Single Line Diagram, Emergency Inverter, 20kW, 480/277V 3 ph. Is there a specification section available for the 20kW Emergency Inverter? |
| Spec section has been added |
| EE601 |
| Reference: Dwg. #EE601, Single Line Diagram, SPD device. Is there a specification section available for the SPD device serving panel “H1”? |
| Spec section has been added |
| 50 |
| 14 21 00 |
| In the Specification Book Section 14 21 00, Description 1.12 EMERGENCY POWER SUPPLY A. it states “Emergency power supply, its starting means, transfer switch for transfer of elevator supply from normal to emergency power, two pair of conductors in a conduit from an auxiliary contact on the transfer switch (open or close contacts as required by Controller Manufacturer)to terminals in the group elevator controller and other related work shall be provided by the Electrical Contractor.” There is no indication on the Electrical Drawings that the electrical contractor should provide a generator, transfer switches, relays, ATS programming etc. related to this project’s scope of work. There is also no indication of where Emergency Power is coming from if it is not a new generator. Please inform. |
| There is no emergency generator for this garage. The “emergency” power is provided by a 20kW central lighting inverter. |
| EE601, SINGLE LINE DIAGRAM |
| Reference: Dwg. #EE601, Single Line Diagram, SPD device. Is there a specification section available for the SPD device serving panel “H1”? |
| Spec section has been added |
| EE601, SINGLE LINE DIAGRAM |
| Reference: Dwg. #EE601, Single Line Diagram, Emergency Inverter, 20kW, 480/277V 3 ph. Is there a specification section available for the 20kW Emergency Inverter? |
| Spec section has been added |
| ES101, KEYNOTE 13 |
| Regarding the underground electrical service conduits, Note #13 refers to sizes and quantities as indicated on the one line riser diagram sheet #EE601 and sheet #EE501 duct bank detail 9. Both the primary side and secondary side of the new 300kVA transformer call out a single 4” conduit per the riser diagram. Duct bank detail 9, sheet #EE501 calls for a 2x3 duct bank. Please clarify. |
| Detail 9 on Sheet EE501 is only used for the thickness of the typical concrete encasement for a conduit. The Quantity of conduits called out on Sheet EE601 is the correct quantity. |
See attached document: 000110 - Table of Contents.
See attached document: ES101 Options.
See attached document: A00002 - Structural Dwgs.
See attached document: A00002 - Civil Dwgs.
See attached document: A00002 - Electrical Dwgs.
See attached document: A00002 - Architectural Dwgs.
See attached document: 230923 - Direct Digital Control System for HVAC.
See attached document: 323119 - Ornamental Metal Fence.
See attached document: 263353 - Static UPS Central Lighting Inverter.
See attached document: 264313 - Surge Protective Device.
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