W912PP18R0038_Bldg_27496_Hydraulic_Doors_Amendment_0003.pdf

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:

(a) By completing items 8 and 15, and returning or (c) By separate letter or telegram 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 RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE 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.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

PROJECT: DESIGN-BUILD FY18 BUILDING 27496 HYDRAULIC DOORS -- KIRTLAND AIR FORCE BASE, BERNALILLO

COUNTY, NEW MEXICO

1. This is Amendment No. 0003 to Solicitation No. W912PP18R0038; 12 September 2018. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

J

W912PP18R0038

1 2

09/12/2018

08/14/2018

W912PP18R0038

AMENDMENT No. 0003

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by STRIKETHROUGH for deletions and UNDERLINE for additions from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

SF1442 Block 11, Page 1 of 101 SF1442 Block 11, Page 1 of 101 Section 01 10 10, Pages 7-10 Section 01 10 10, Pages 7-10 Section 01 10 10, Pages 16-18 Section 01 10 10, Pages 16-18

////////LAST ITEM////////

FY18 Building 20496 Hydraulic Doors, Kirtland Air Force Base, Bernalillo County, New Mexico

Competition is Unrestricted, and therefore open to large and small businesses.

Sealed technical proposal (original + hard copies and f electronic (CD) copies) and sealed price proposal (original and 1 electronic copy) are due at the place and time specif ied in Block 13. See Section 00 21 00 for information pertaining to the pre-proposal conference and site visit. For technical questions, see section 00 20 00 pertaining to ProjNet. As this is not a sealed bid, offers w ill not be opened publicly.

Offerors are required to sign in upon entry to the building. Therefore, allow sufficient time for turning in your proposal. This requirement may be delayed, cancelled or revised at any time during the solicitation process and is subject to the availability of funds.

KAREN K IRVING 505-342-3356

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

15-Aug-2018

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________730 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________00 73 00

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________5 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________14 Sep 2018 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

US ARMY ENGINEER DISTRICT, ALBUQUERQUE

4101 JEFFERSON PLAZA NE

ALBUQUERQUE NM 87109-3435

W912PP

PAGE OF PAGES

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour) Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

505-342-3496FAX:TEL: TEL: FAX:

W912PP18R0038

FY18 Building 27496 Hydraulic Doors W912PP18R0038 FY18B27496BLSTDR Bid Set

PART 6 STRUCTURAL DESIGN

6.1 PURPOSE OF STRUCTURAL CRITERIA

The criteria described below specify U.S. Army Corps of Engineers Albuquerque District (CESPA) minimum requirements for various structural systems and structural elements. These criteria are not intended to prescribe a specific structural system (for example steel framing vs.

concrete framing), unless specifically stated herein. The purpose of these criteria is to create uniformity in CESPA structural vertical (buildings) construction documents. The criteria herein will be used as a checklist for design reviews by CESPA. Requests for variations to these criteria require approval from CESPA before design begins.

6.2 STRUCTURAL DESIGN CRITERIA DESCRIPTION

The structural criteria established herein shall be used for structural loadings, design and installation of all structural systems and foundations, including manufacturing, erection, supervision, testing, and quality assurance of the completed installation for the replacement of the hydraulic and pneumatic systems for the security doors.

The existing anchors for the cabinets and lines shall be used if practicable, minimizing the need to drill new holes in the existing slab or walls for new anchors. The structural engineer shall determine the size and the number of anchors and installation required for the new cabinets and if the existing anchors are suitable. All existing anchors that are not used for the new cabinets or hydraulic lines shall be cut flush with the concrete slab/ orwall or core drill the concrete/anchor bolts to install new anchors bolts at the original anchor bolt locations. A minimum 1/8" thick neoprene or silicone gasket shall be placed between the concrete and the supports for the cabinets.

New reinforced concrete equipment pads shall be installed for the new compressors. Concrete equipment pads dimensions shall be determined by the structural and mechanical engineers based on the size of the compressors.

Concrete equipment pads shall be minimum of 6" thick and minimum reinforcement shall be #4 at 18" on-center, each way. Minimum distance between anchor bolts and the edge of the concrete pads shall be 6". All concrete edges shall have a 3/4" chamfer. The structural engineer shall determine the size and the number of anchors required for the new compressors. A minimum 1/2" thick neoprene or silicone gasket shall be placed between the concrete pads and the supports for the compressors.

Any damage to the existing foundation, slab, walls, or equipment pads by the contractor must be repaired to meet the existing condition at the expense of the contractor.

All structural calculations shall be checked and initialed as such by a registered structural engineer other than the original design engineer.

All structural calculations shall be sequentially numbered for ease of referencing all stages of design submittal. The structural work includes, but is not necessarily limited to, design and construction of the following items:

a. Connection provisions for architectural, mechanical, and electrical elements.

01 10 10 - 7

b. Interior equipment pads.

6.2.1 UNITS OF MEASUREMENT

English inch-pound (I-P) values shall be used by for drawings, specifications and calculations. Products that are manufactured to Metric dimensions or have an industry recognized Metric designation should be given in Metric (SI) values.

6.2.2 SPECIFICATIONS

6.2.2.1 General

The Unified Facilities Guide Specifications (UFGS) shall be used in the design and construction documents. Download electronic versions (SpecsIntact files) of the Unified Facilities Guide Specifications (UFGS) at http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs.

These specifications shall be edited as applicable to fit project specific requirements. At the mid-level submittal of the project (e.g. 65% submittal) using the "Revisions and Toggle Edit" features to produce red lining of deletions and additions. The requirements shall not be relaxed without CESPA approval.

6.2.2.2 Construction Submittals

Remove all "G" designations from submittals when editing the specifications. All submittals shall be "For Information Only".

6.2.3 CESPA STANDARD STRUCTURAL DRAWINGS

The requirements set forth in the CESPA Standard Structural Drawings are a minimum standard that shall be incorporated into the structural drawings of the project. The CESPA Standard drawings may be used directly.

Alternatively, the design engineer's own standard drawings may be used in lieu of the CEPSA Standard Drawings, provided the CESPA Standard Drawings minimum notes and detailing requirements are met. CESPA Standard General Notes and Typical Details Drawings CAD files used by the CESPA Structural Unit are available for download at http://www.spa.usace.army.mil/Missions/EngineeringandConstruction/ CADStandards/Disciplines/Structural.aspx.

6.2.4 STRUCTURAL DRAFTING STANDARDS

Drafting standards shall follow the latest version of the A/E/C CAD Standards and BIM requirements. These standards and guidelines are located at CAD-BIM Technology Center https://cadbimcenter.erdc.dren.mil/.

6.2.4.1 Scale of Foundation and Framing Plans

All foundation and framing plans and overall building sections shall be drawing to a scale of at least 1/8"= 1'-0".

6.2.4.2 Foundation and Framing Plan Dimensioning

All structural foundation and framing plans shall be FULLY dimensioned. No dimensions shall be referred back to the drawings of another discipline.

Also, no dimensions shall be referenced back to a foundation plan from a framing plan or vice versa. All plans shall contain overall dimensions for

01 10 10 - 8 the major parts of the building and the overall length of the building.

6.2.4.3 Scale of Sections and Details

All foundation sections and details shall be drawn at a minimum scale of 3/4" = 1'-0". All roof sections and details shall be drawn at a minimum scale of 1-1/2" = 1'-0".

6.2.4.4 Lettering

All lettering shall be uppercase and at least 1/8-inch in height when plotted at full size. This includes lettering contained within reference bubbles.

6.2.5 REFERENCES

Structural design shall be in accordance with current DoD Unified Facilities Criteria (UFC), U.S. Army Corps of Engineers (USACE) publications (Engineering regulations ER-, Engineering Technical Letters ETL-, etc.), and industry standard codes and specifications (AISC, ACI, SJI, etc.). USACE publications are available at http://www.publications.usace.army.mil/. DoD UFC documents are available at web site http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4.

Recommendations made in the codes, specifications and industry standards in this paragraph are requirements of this document, unless specified otherwise. The references used for the project design and contract documents shall be included in any design analysis required for this project.

6.2.5.1 Government Criteria and Regulations

a. UFC 1-200-01 - General Building Requirements 20 June 2016.

b. UFC 3-301-01 - Structural Engineering with Change 3, 1 June 2013, 12 September 2016.

c. UFC 3-310-04 - Seismic Design for Buildings with Change 1, 1 June 2013, 20 June 2016.

d. UFC 3-320-06A - Concrete Floor Slabs on Grade Subjected to Heavy Loads, 1 March 2005.

e. ER 1110-1-12 - Quality Management, USACE Engineering Regulation, 21 July 2006.

f. ER 1110-345-53 - Structural Steel Connections, USACE Engineer Regulation, 22 July 1994.

6.2.5.2 Industry Codes and Specifications

a. Manual of Steel Construction by the American Institute of Steel Construction (AISC), Fourteenth Edition.

b. International Building Code (IBC) 2015, International Code Council.

c. ACI 318-14/318R-2014, Building Code Requirements for Structural Concrete, American Concrete Institute (ACI).

d. ASCE/SEI 7-10 - Minimum Design Loads for Buildings and Other

01 10 10 - 9

Structures, American Society of Civil Engineers (ASCE).

e. AWS D1.1/D1.1M, Structural Welding Code - Steel, American Welding Society (AWS), 2015.

6.2.6 GENERAL CRITERIA

6.2.6.1 Engineer-of-Record (EOR)

The EOR shall be in charge of, and responsible for, all aspects of structural design including connections (Reference ER1110-1-12). This responsibility is not transferable to the construction contractor.

Proprietary systems will be considered an extension of the EOR's design.

All Pre-fabricated systems and their design shall be reviewed and approved by the EOR.

6.2.6.2 Construction Submittals

All Structural submittals shall be reviewed and approved by the EOR, and affixed with their standard review stamp before being submitted to the Government "For Information Only" review.

6.2.6.3 Design Loads

6.2.6.3.1 General

For DoD facilities, design loads shall be calculated in accordance with UFC 3-301-01. For all other facilities, design loads shall be calculated in accordance with the IBC, ASCE 7 or the applicable local jurisdictional codes. Design loads shall be included in the General Structural Notes on the contract drawings as shown in CESPA Standard Structural Drawings.

6.2.6.3.2 Dead Loads

a. General. The structural system shall be designed and constructed to safely support all dead loads, permanent or temporary, including but not limited to self-weight, partitions, insulation, ceiling, floor covering, and all equipment that is fixed in position. All loads and load case combinations shall be in accordance with codes listed in Paragraph 6.10.3.1.

b. Equipment. All equipment or large piping supported by the roof or an elevated floor shall be located on the drawings. Label the type of equipment, size and weight. Location of the equipment shall be clearly dimensioned from distinguishable points on the drawings, e.g.

gridlines, openings, etc.

6.2.6.3.3 Seismic Loads

6.2.6.3.3.1 Spectral Accelerations

For DoD installations, the 0.2 second spectral acceleration (Ss) and the

1.0 second spectral acceleration (S1) coefficients can be obtained from UFC 3-301-01. Alternatively, the Ss and S1 coefficients may be determined using the longitude and latitude of the project location using the U.S.

Geological Survey Earthquake Hazards Maps and Tools.

01 10 10 - 10 the replacement of hydraulic pumps, pressure switches, solenoid valves, blocking valves, relief valves and pressure reducing valves, check valves, isolation valves, control valves, cam valves, cylinders, filters, gauges, hydraulic tubing, electrical wiring, limit switches, hydraulic hoses, all components within the hydraulic controls cabinets, etc. All new equipment shall match the existing equipment specifications. The current control sequences shall be maintained (included in Appendix A of this document).

7.3.4.3 Hydraulic Doors

All hydraulic components associated with the existing hydraulic powered doors shall be replaced with new components in the same location as the existing components. Components requiring replacement includes, but not limited to, latch cylinders; limit switches; sub plates; flow control valves; and cam operated valves. All new settings must be set to the current settings for time and travel. Door plates protecting these components are currently installed with almost zero tolerances, weigh approximately 250 lbs. each, and are covered with stainless steel cladding. Replace the cylinders and hydraulic components on the ramps asscociated with doors B2, B4 and B6.

The hydraulic circuit on the cylinder side of each door shall be modified so that the door does not drift when in the open position.

Operation of door B6 currently is not designed to allow full 90 degree travel. Cylinder, bracket structure, limit switches and associated components shall be replaced and redesigned to provide a full 90 degree travel range. Coordinate installation with the existing overhead piping, supports and ceilings.

7.3.4.4 Hydraulic Power Units

The existing hydraulic power units shall be replaced with new hydraulic power units in the same location as the existing units. It is recommended that a complete packaged hydraulic power unit with stainless steel control cabinet be factory fabricated with hydraulic and pneumatic components, and controls assembled within the cabinet. The cabinet shall be fitted with air, hydraulic and electrical connections that match up the existing connections. Otherwise new hydraulic power units components must be designed to fit within the existing cabinets and a temporary (portable) unit must be provided. Each packaged or portable system must be factory tested and approved prior to delivery to the site. Offsite field fabricated units shall be field tested by a hydraulic power unit manufacturers authorized and certified testing agency. Onsite fabrication of the units is not recommended due to probable periods of site inaccessibility.

7.3.4.5 Electronic Controls

Replace the components of the electronic control cabinets to include, but not limited to, pressure switches, timers, limit switches, fuses, wiring, relays, contacted solenoids; all electrical and pneumatic controls are to be replaced with updated technology that coincides with the hydraulics package that is designed. The Programmable Logic Controller (PLC) in the electrical control cabinet is to remain, as well as the cabinet itself.

Door electrical umbilical wiring shall be replaced.

7.3.4.6 Air Compressors

Replace the existing pneumatic compressors, air dryers and air tanks

01 10 10 - 16 located within each HPU. New compressed air system components shall be selected to minimize noise as much as possible. All new equipment shall match the existing equipment specifications. The current control sequences shall be maintained (included with this document). Install new air compressors on a 4" high (minimum) reinforced concrete pad. Provide neoprene isolation pads between all steel components and the concrete pad anchoring locations.

7.3.4.7 Accumulators

Existing remote accumulators shall remain. Accumulators in cabinets shall be replaced. Provide a design that allows for accessibility for ease of maintenance. Replacement hydraulic oil storage tank shall be sized to prevent overflow to include volume held in the accumulators. The system shall be designed to prevent foaming when accumulators are drained into storage tank. The system shall drain all accumulators in 5-7 minutes or less without overflowing the tank.

7.3.4.8 Tubing

All existing stainless steel hydraulic and pneumatic tubing internally located within the doors or hydraulic power units shall be replaced with new. All new tubing and fittings shall match the existing tubing specifications.

Existing stainless steel hydraulic and pneumatic tubing that is not internal to doors or hydraulic power units shall remain unless it is rerouted. Rerouted portions of the tubing distribution system, including fittings, shall be new.

7.3.4.9 Accessories

Replace dial type pressure gauges with new digital type pressure gauges on all hydraulic and pneumatic systems.

Provide a hydraulic fluid filter on both supply and return lines to the oil storage tanks. The filters shall remove 5 micron sized particles or smaller.

Replace all flexible hydraulic hoses and protective hose covers on each door. Pressure rating on hoses shall match the existing.

Replace all non-metallic hydraulic and pneumatic hoses.

Replace all inline and bypass filters that are external to the control cabinets.

Provide tee connections in system for use with portable hydraulic power unit(s).

Provide bleed-off valves and tee connections in hydraulic systems for air bleeding and routine maintenance functions.

7.3.5 Spare Parts

Contractor shall provide spare parts for all components being replaced.

Spare parts for each unique part/component within the entire system shall be provided. The existing spare parts list has been included in the Appendices, and the desired quantities to be provided for each unique part installed throughout the systems has been indicated. When recommended by

01 10 10 - 17 the manufacturer, additional quantities of spare parts shall be provided. A revised spare parts list shall be generated to reflect all new components installed as part of this contract. Spare parts shall be turned over to the Contracting Officer (CO) 10 days prior to project completion.

7.4 Commissioning of Hydraulic Systems and Controls

Commissioning of hydraulic systems and controls shall be performed on each system modified. Contractor shall create a commissioning plan to test the functionality and operation of each door after each system have been modified. Proposed commissioning plan shall be submitted for review no less than 60 days prior to completion of work on each door. Commissioning procedures for each individual door system shall be performed, approved and accepted by the government prior to beginning work on the next door.

7.5 Additional Documentation

Documents provided in APPENDIX A are provided as a guide and shall be verified and revised accordingly by the Contractor during the design process.

Attachment 1 - Bill of Materials: The bill of materials supplied indicates the existing security door hydraulic components for each system. General information about each component can be obtained from this list. However, field verification of all system componets is still necessary.

Attachment 2 - Existing System Manual: This document provides the basic sequence of operation that is currently programmed in the PLC for each door. Actual control strategies required for the new systems shall be verified.

Attachment 3 - Reference Drawings: This document illustrates the security door floor plan and hydaulic schematic upgrades for each door along with the associated electrical plans and details. All content within the plans shall be verified by the Contractor prior to starting the design.

Attachment 4 - Spare Parts: This document illustrates the manufacturers recommended spare parts inventory list for each of the existing doors.

Contractor shall develop a similar list for all new components provided for this project and shall use the existing list to determine the quantity of spare parts for each new component that shall be provided by the Contractor and turned over to the government as part of this contract.

Attachment 5 - Specification 41 24 26.01: This document provides the general (noninclusive) specification that coincides with the reference drawings in Attachment 3. Information shall be verified prior to use.

Designer shall fully incorporate these requirements into the latest version of UFGS Section 41 24 26 during the design stage.

01 10 10 - 18