A.07.24_W9127N-16-B-0011-0001_Released.pdf

W66QKZ60982578

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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 (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

a. The purpose of this amendment is to replace the Scope of Work in its entirety. A pre-bid site visit is scheduled for 8 Sep 2016 at 10:00AM local. See Summary of Changes for further details.

b. No other changes are made or implied.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

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

16C. DATE SIGNED

BY 31-Aug-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9127N-16-B-0011

X 9B. DATED (SEE ITEM 11)

26-Aug-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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 you 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

31-Aug-2016

CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N-16-B-0011

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION A - SOLICITATION/CONTRACT FORM

The following have been modified:

BID OPENING INSTRUCTIONS

This is a 100% Small Business Set-aside acquisition IAW NAICS Code 333923 & FAR Part 19. Only Small Businesses may submit a bid for this procurement.

BID OPENING INSTRUCTIONS

The bid opening will be held at:

333 S.W. First Avenue, Portland, Oregon.

Block 300 Building at 1300 hours.

in the 1ST Floor Conference Room

NOTICE:

Bids will not be accepted from company representative(s) who are in the building, but not in the bid room by 1PM.

The bid must be in the bid room prior to closing of the door.

BIDDER INQUIRIES

All inquiries regarding this solicitation are to be submitted via ProjNet-Bid℠ . Telephone and email inquiries will not be accepted. ProjNet-Bid℠ is a web-based program that allows bidders to post questions regarding the solicitation and to view all questions by other bidders and answers by USACE. ProjNet-Bid℠ can be accessed through ProjNet℠ at https://www.projnet.org/projnet/. To access the ProjNet-Bid℠ website:

1. Click on the Quick Add.

2. Select USACE from the Agency menu.

3. How to retrieve information:

(a) Enter the following information for access:

(1) The Bidder Inquiry Key 34F9VM - WEDT2J

(2) Valid business contact information (e.g. Company name, contact person, business address, phone number and email address). Required for first time users.

(3) Establish secret question and answer which will be used as a password.

(b) For subsequent access use your email address, the Bid Inquiry Key and response to the secret question to access the ProjNet- Bid℠ Module.

https://www.projnet.org/projnet/

4. Submit questions or review questions and answers. (A bidder who submits a question will receive an automated email notification that their question has been received. When an answer is posted to a question, the question and answer is then available for all other bidders to review.

5. For additional step-by-step on how to gain access, please view Bidder_Inquiry_Instructions.pdf.

6. For questions about the ProjNet-Bid℠ , please contact the Call Center help desk toll free at 1-800-428-HELP, which operates from 8AM to 5PM (Central US time zone). ProjNet-Bid℠ questions can also be emailed to the helpdesk at staff@rcesupport.com.

NOTE: No response will be posted to inquiries after the Close of Business on the third business day preceding the solicitation due date. All bidders will be held to have reviewed the questions and responses in ProjNet-Bid℠ prior to bid submission. Nothing in the solicitation is changed unless an amendment is sent out.

A site visit is scheduled for the following time and location:

DATE: September 8, 2016 (Thursday) TIME: 10:00 AM Pacific Time (local time) LOCATION: Bonneville Dam Security Office. Take I-84 to exit 40. Proceed under the railroad bridge and just before roundabout, park in the lot to the left. Security building is directly on the back side of the roundabout. Escort will be provided from this location.

Plan an extra 15 minutes for security.

Due to security requirements, fill out the attached security form and email to roger.l.james@usace.army.mil by noon Pacific Time on September 7, 2016 in order to attend.

Personally Identifiable Information will be held closely in accordance with Army policy.

Please contact Roger James at (541) 374-4586 with any questions in advance of the site visit.

mailto:staff@rcesupport.com mailto:roger.l.james@usace.army.mil

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

SCOPE OF WORK / SPECIFICATIONS

SCOPE OF WORK FOR

DESIGN BUILD OF TWO SPIRAL/SCROLL CASE PERSONNEL HOISTS,

DELIVERED TO THE BONNEVILLE DAM, CASCADE LOCKS, OREGON

1. GENERAL INFORMATION

1.1. Description of services and introduction: The Contractor shall provide all materials, tools, equipment, and labor necessary to design, fabricate and deliver complete two (2) 600 lb minimum capacity portable personnel hoists, air or electrically driven, as defined in this Scope of Work. The Contractor shall perform to the standards in this contract.

1.2. Background: Safety requirements stipulate that portable personnel hoists shall either have an independent vertical lifeline, or shall be guided by two tensioned wire ropes, to prevent spinning, and ensure that the man basket, or car, travels easily through any openings. An elevator system that would be custom-designed and fabricated would be cost-prohibitive, and would not have the desired portability or ease of installation. Access to the spiral/scroll cases is through hatches with a 3 foot square representing the minimum size. The concrete has a thickness of roughly 7, 15, and 12 feet before entering the scroll case with hatch sizes of 36 inch square, 54 inch square, and 54 inch square for Powerhouse 1, Powerhouse 2, and Fish Unit respectively. Hatches must be removed during normal operation and not have permanent anchors that impede 100,000 cfs of flow.

1.3. Objectives: Manufacture and deliver two complete guided portable systems with all parts to operate except connecting to source of power, two-man personnel hoist system meeting the ANSI/ASSE A10.22 2007 (2012), and ANSI/AWS D1.1/D1.1M:2015 specifications, and designed to work within the geometry of the Bonneville Powerhouse 1 (PH1), Powerhouse 2 (PH2), and Fish Unit (FU) confined space spiral/scroll cases.

1.4. Scope: This work involves investigation, design, construction, and delivery of the personnel hoist systems.

A site visit shall be necessary to investigate field conditions, and verify dimensions to ensure the design shall work within the existing geometry of the generator floor openings. The general configuration of the currently used guided personnel hoist may be used for reference, although it does not meet current ANSI A10.22 standards. Two guided personnel hoists are required. Submit four bound copies of Operation and Maintenance Manuals, including drawings and calculations, shall also be included upon delivery. The Contractor shall provide assistance if any difficulties arise during installation of the system by the project, shall provide acceptance testing after installation by the project, and shall provide warranty service, for a period of one year after acceptance by the Government. Ultimate responsibility of the design, fabrication, operability, and safety performance rests with the Contractor.

1.5. Designer of Record: The Design-Build Contractor ("Design-Builder", "D-B" or simply "Contractor") shall identify, for approval, the Designer of Record ("DOR") that will be responsible for each area of design.

One DOR may be responsible for more than one area. All areas of design disciplines shall be accounted for by a listed, Professional Registered, DOR. The DOR's shall stamp, sign, and date each design drawing and other design deliverables under their responsible discipline at each design submittal stage (see contract clause Registration of Designers). If the deliverables are not ready for release for construction, they should be identified as "preliminary" or "not for release for construction" or by using some other appropriate designation. The DOR(s) shall also be responsible for maintaining the integrity of the design and for compliance with the contract requirements through construction and documentation of the as-built condition by coordination, review and approval of extensions of design, material, equipment and other construction submittals, review and approval or disapproval of requested deviations to the accepted design or to the contract, coordination with the Government of the above activities, and by performing other typical professional designer responsibilities.

2. SITE VISIT AND MILESTONES

2.1. Pre-bid site visit: A prospective bidders site visit shall be conducted at Bonneville Dam, Powerhouse 1 and

2.

2.2. Initial Pre-design Site Visit: Site visit shall occur within 14 days after the Notice to Proceed. All Designers of Record shall participate in the visit. The purpose of the meeting is to introduce everyone and to make sure the Contractor has all the site specific information needed to design and fabricate.

2.3. Conceptual design: This shall be complete for Government electronic review within 45 days after Notice to Proceed. The Designers of Record shall also prepare a design analysis with calculations necessary to validate and support all design work submitted. For parts including structural work, include structural calculations. The responsible DOR shall stamp, sign and date the design analysis. Identify the software used where applicable (name, version, vendor). Submit design analyses, individually, in an original (file copy) and one copy for the assigned government reviewer. The Government will have 10 business days to review for compliance of this Scope of Work. If the Government finds deficiencies in concept, only as it specifically relates to the Scope of Work, the Contractor shall accommodate as needed.

2.4. Fabrication: Once the concept design is reviewed, and approved by the Government, fabrication shall commence. During fabrication, the Contractor shall facilitate a site inspection/review for up to four Government personnel.

2.5. Final Delivery: The Contractor shall deliver the complete systems, ready for installation and testing by the Government, within 36 weeks from date of contract award, including the complete hoist system and operations and maintenance manuals, design drawings, and calculations. Failure to provide the Government a complete set of manuals, drawings and calculations at time of delivery will result in a delay of final payment and acceptance until provided.

3. MEASUREMENT AND PAYMENT

3.1. Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

3.2. Mandatory BID Items

3.2.1. CLIN 0001. Design of (2) Identical personnel hoists that meets all space and access requirements as stated in these specifications.

3.3. Optional BID Items

3.3.1. CLIN 0002 (Optional). Fabrication and delivery of these hoists in one shipment, including manuals, drawings and calculations.

3.4. Payment: Payment of Final Design CLIN dependent upon final design approval. Upon approval, ownership of final design shall be transferred to the Government. This includes the design of any and all subContractors.

4. ACRONYMS AND DEFINITIONS.

ANSI/ASSE A10.22 2007(R2012) – American National Standard A10.22-2007 (R2012), Safety Requirements for Rope-Guided and Non-Guided Workers’ Hoists.

ANSI/AWS D1.1/D1.1M:2015 – American Welding Society D1.1/D1.1M:2015, Structural Welding Code Steel.

EM 385-1-1 – Safety and Health Requirements Manual.

NFPA 72 – National Fire Alarm and Signaling Code

5. PERFORMANCE SPECIFICATIONS

5.1. The Contractor shall provide all materials, tools, equipment, and labor necessary to design, fabricate and deliver complete two (2) 600 lb minimum capacity personnel hoist, air or electrically driven, which shall operate in accordance with this specification. In the case of an electric drive, available voltage is 3 phase, 480 volt. All designs, construction, workmanship, and material, unless specifically exempt, shall be in accordance with the applicable sections of ANSI A10.22, and all codes (state or local) having jurisdiction.

This work shall include but not be limited to the following:

5.1.1. Provide hoist machinery complete, including control power transformers (if electric drive), or air tugger drive, and control apparatus for operation both within the car, and from the upper support frame, for transport of two personnel over distances of: 42 feet for PH1, 57 feet for PH2, 43.5 feet for FU, through a 36” Square floor opening for PH1 and 54” square opening for PH2 and FU, and to the spiral case floor below. Floor is flat but may be wet.

5.1.2. Two-man hoist car complete with items as listed herein.

5.1.3. Support frame and enclosure for the upper landing, complete with air or electric hoist drive, guardrails and entry gate, attachments for tensioned guide cables, and controls. The support frame shall be engineered to support the operating hoist loads, plus the load imposed by the tensioned cables, and arresting loads of the block stops, in case of hoist cable failure.

5.1.4. Traveling cable and control cable to hoist controllers for use within the hoist car.

5.1.5. Adjustable lower limit switch to accommodate different depths.

5.1.6. Emergency alarm bell.

5.1.7. Emergency lift point on top of car.

5.1.8. Communication phone line for calling from the scroll case in the event of an emergency.

5.1.9. Two tensioned guide cables and tensioning device(s).

5.1.10. All necessary electrical work including main control and auxiliary panels. Plug shall be 480 volt Meltric, arc flash compliant. Cord shall be a minimum of 100 feet, retractable spool mounted to hoist.

5.1.11. Normal lighting on car providing a minimum of 5 Foot-candles of light.

5.1.12. Battery and charger for emergency car lighting, providing a minimum of 30 minutes of 5 Foot-candles of light.

5.1.13. Emergency overspeed blockstops on tensioner cables.

5.1.14. Equipment Tests and inspections.

5.1.15. All hangers, bracket fasteners, and other supports required for installation.

5.1.16. One 125% (750 lb) test weight, which may be attached with pins to the bottom of the car.

5.1.17. All members shall be sized for full stall torque of the motor.

5.1.18. Emergency Escape Provisions.

5.2. PERSONNEL HOIST REQUIREMENTS

This section provides additional detail for the requirements of the hoist system, car, guides with block stops, controls, alarm, and testing.

5.2.1. The special purpose personnel hoist shall be used for up to two personnel and small tools, and shall include a complete and workable system in which the car is hoisted by an air or electric drive located on the supporting frame, with at least the following components: driving machine, car enclosure, upper landing enclosure with door, control system, tensioned guide cables, electrical wiring, and devices for operation, safety, landing control, and maintenance.

5.2.2. Provide a complete hoist system, which shall perform as required, ready to be installed to service any of the spiral cases at Bonneville Dam. Complete hoist system shall completely fit within a cube space of 9'-9” long x 4'-6” wide x 11'-0” tall.

5.2.3. Hoist Code: Except as otherwise specified, and except for more stringent requirements of governing regulations, comply with applicable requirements of the ANSI A10.22-2007 published by the American National Standards Institute, hereinafter referred to in this specification as the “Code”.

5.2.4. Electrical Code: For electrical work included in the hoist work, comply with the latest National

Electrical Code, by NFPA.

5.2.5. The equipment shall conform to the following requirements, or approved equal:

a) Quantity and Type Two (2) Two-Man Portable Personnel Hoists

b) Capacity 600-pounds

c) Speed Variable up to 100 feet per minute

d) Travel 42 feet PH1, 57 feet PH2, 43.5 feet FU

e) Landings 2 x 3 locations

f) Limit Switches 3 switches with adjustable lower limits.

g) Openings 1

h) Operations Controls within car, and at upper and lower landings.

i) Car Size 32” square outside x 7’ inside height. Maximize inner area, enough for at least two personnel.

j) Signals Alarm bell

k) Communication Phone line to extend from upper to lower landing.

l) Emergency Lift Emergency lift point on top of car in case of drive failure.

m) Additional Features Emergency light with bell, battery and charger.

5.2.6. The complete system shall be portable, and shall have provisions for transport by means of a fork lift, and be equipped with engineered lifting eyes suitably sized for movement with a crane. The complete system also needs wheels for mobility on concrete floors as well as stabilizers for when the system is in use. The weight of the complete system shall be clearly marked on the frame.

5.2.7. Operation shall be by an air or electric winch type drive sized for performance with the specified hoist loads and speeds, including a positive brake in case of loss of supply air pressure or electrical power.

5.2.8. Type of Control and Operation System

a) Hoist shall have controls within the car, and on the supporting frame near the top landing. Limit switches shall be installed to stop automatically at both the top and bottom landings of the three locations, lower limits shall be adjustable. Control shall be labeled by a certified testing agency.

b) Car operating devices shall consist of the car control station including alarm push button and controllers located on the supporting frame, within the hoist car, and at the lower landing.

c) Any electrical control panel enclosures shall satisfy the requirements of NEMA 4X and be located on the car.

5.2.9. Controller: In the case of an electric drive, the controller shall be with switches mounted on panels in a NEMA 3R rated enclosure. It shall be designed to control starting, stopping and prevent damage to the motor from overload or excess current and to automatically cut off the power supply, apply the brake and bring the car to rest in the event of the operation of any of the safety devices, or failure of power from any cause. A relay shall be provided on the controller, as required, designed to prevent the operation of the hoist in case of phase reversal, phase failure or low voltage in the supply circuits.

The switches shall be of a dead-man type, such that release of the switch shall cause the car to positively stop.

5.2.10. Control Switches: Pushbutton or joystick controllers may be used, provided they are of the dead-man type.

5.2.11. Limit Switches: Limit switches shall be provided in the hoistway, or on the car, designed to automatically stop the car at the upper and lower landings. Lower limits shall be adjustable.

5.2.12. Electric Wiring: Furnish and install complete necessary insulated wiring to connect all parts of equipment while meeting district standards.

a) Insulation shall be xhhw-2 and/or SOOW portable cable with low smoke zero halogen jacket.

PVC insulation or jacket is not allowed in the Powerhouse.

b) Minimum wire size is #14 AWG for controls and #12 AWG for power circuits.

c) If used, traveling cable between the car and hoistway shall have flame-retarding and moisture-resisting outer cover. Cable shall be flexible and shall be suitably suspended to relieve strains in the individual conductors.

d) Insulated conductors as well as fittings including junction boxes, shall comply with the requirements of the National Electrical Code.

5.2.13. Tensioned Guide Cables: Two guide cables shall be used, with provisions for tensioning, and shall be sized for use with emergency speed-sensing block stops. Cables and block stops shall be sized to arrest expected fall loads.

5.2.14. Block stops: Two block stops shall be used, one for each guide cable, and shall be capable of stopping the car within 18 inches, in case of hoist rope failure.

5.2.15. Line Speed Indicator: A line speed indication display shall be visible to the hoist operator wherever controls are present.

5.3. CAR ENCLOSURE AND LANDING DOORS

5.3.1. Car Enclosure: Car shall have a rigid steel frame adequately braced, and positive latching door, capable of being operated both inside and outside

5.3.2. The car shall be certified by the manufacturer as having a minimum 600 lb capacity, and include provisions to secure a minimum 750 lb test weight, (or 1.25x the rated capacity, whichever is greater), which also shall be included.

5.4. SURFACE TREATMENT/SHOP PAINTING

All parts shall be constructed of corrosion-resistant materials, or coated, to prevent corrosion when used continuously in a wet environment.

5.5. ACCEPTANCE TESTING

5.5.1. Upon completion of the hoist delivery, and before permitting use of the hoist, perform acceptance test as required by governing regulations. The Contractor shall perform testing and demonstrate the proper operation of all features.

5.5.2. Advise the Government Point of Contact, five working days in advance of dates and times that acceptance tests are to be performed on the hoist system. Note that project work days are Monday through Thursday.

5.6. INSTRUCTION AND MAINTENANCE

5.6.1. The Contractor shall instruct the Government’s personnel in the proper use, operation and daily maintenance of the hoist. Review emergency provisions, including emergency access and procedures to be followed at the time of failure in operation and other emergencies. Train Government’s personnel in the normal procedures to be followed in checking for the source of an operational failure or malfunction.

5.6.2. The Contractor shall make a final check of the hoist operation just prior to acceptance by the Government’s representative and determine that all operating devices are functioning as required.

(End of Statement of Work)

(End of Summary of Changes)