A01.16_Solicition_Amendment_5.pdf

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

The purpose of this ammendment is to provide a revised Scope of Work and a modified delivery schedule.

The delivery date be 330 days from aw ard of contract.

The new proposal due date is 20 April 2018.

POC: Tilden Brooks Jr. (916) 557 7929 tilden.l.brooks@usace.army.mil

1. CONTRACT ID CODE PAGE OF PAGES

1 23

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

16C. DATE SIGNED

BY 04-Apr-2018

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 W9123817R0094

X 9B. DATED (SEE ITEM 11)

09-Nov-2017

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 X is extended, 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

04-Apr-2018

CODE

US ARMY CORPS OF ENGINEERS, SACRAMENTO

CONTRACTING DIVISION

1325 J STREET

SACRAMENTO CA 95814-2922

W91238 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9123817R0094

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

REVISED SCOPE OF WORK

Scope of Work

Replace Building 60000 (Pad II) Crane Utah Test and Training Range (UTTR), UT 2 April 2018

1. WORK COVERED BY CONTRACT DOCUMENTS

1.1 OVERVIEW

The work for this project consists of removing and replacing the overhead bridge cranes in Building 60000 (Pad II) and Building 60015 (Pad I, Option) at the Utah Test and Training Range (UTTR). The new crane hoist shall be rated at a capacity of not less than 50 tons with a 25 ton auxiliary hoist. The Contractor shall provide all labor, equipment, transportation, material and supervision required to perform the crane removal, procurement, construction, delivery, installation and testing. Installation shall include the removal of the existing crane. The Contractor shall make an initial site visit to verify the existing crane conditions for installation prior to submitting proposals for the work at hand. Civil, structural, utilities, security, mechanical, electrical, and communications proficiency shall be required to support the work described herein and in Appendix 1 and 2.

1.2 DESCRIPTION OF WORK

Supply all labor, materials, equipment and supervision necessary to provide and install the items below:

A) CLIN 0001 PAD 2 Crane

Contractor will disassemble and remove existing crane in Bldg 60000, Pad II, Provide a new CMASS Class “D” overhead bridge crand and perfom testing in Accordance with (IAW) the attached Statement of Work (SOW), B) CLIN 0001AA – Bldg. 60000 (Pad II)

Remove and dispose of the existing overhead bridge crane currently installed in the building. This removal shall include the entire bridge, including girders and end trucks, as well as the trolley with hoist equipment. The crane is known to have asbestos containing material and lead based paint. Brake shoes are likely composed of asbestos and the peeling paint may be lead-based. The removal shall require the use of a mobile crane or other equipment to lift the existing trolley, hoist, and bridge rails down from the runway rails on the structure. The Contractor shall be responsible for disposing of waste in compliance with all Federal, State, and local laws and regulations, and shall be responsible for coordinating with the COR Hill AFB if there are any effects to the exterior structure. The government will retain ownership of existing crane hooks after the crane is removed from the building.

C) CLIN 0001AB – Bldg. 60000 (Pad II)

Supply and install a new CMAA Class “D”, overhead bridge crane equipped with a 50 ton rated main hoist. The hoist shall be configured to allow for the lifting and placement of smaller fixtures and equipment against the headwall of the thrust block based on the orientation and positioning of the existing auxiliary hoists. If this orientation and positioning cannot be obtained by the new main hoist alone, the contractor shall provide and a 25 ton rated auxiliary hoist. Each hoist shall be mounted to match the existing operational orientation and be able to support the 46’7” lift height. The new crane shall be mounted on the existing crane runways and match the existing 35’9” crane span. The hoist shall be configured on the trolley to match the existing hoist configuration to the extent possible. maintain the function of the existing hoist and auxiliary hoist to the extent possible. The CLIN includes the testing, certifications, drawings, O&M manual and warranty as specified in the contract.

D) CLIN 0001AD Crane Testing

The contractor shall perform and provide results of all required testing IAW the Requirements listed in Section 1.2.2 the attached SOW.

E) OPTION CLIN 0002 Bldg 60015 Crane

Contractor will disassemble and remove existing crane in Bldg 6000, Pad II, provide a new CMASS Class”D” overhead bridge crane and perform testing in accordance with the attached Scope of Work.

F) OPTION CLIN 0002AA – Bldg. 60015 (Pad I)

Remove and dispose of the existing overhead bridge crane currently installed in the building. This removal shall include the entire bridge, including girders and end trucks, as well as the trolley with hoist equipment. The crane is known to have asbestos containing material and lead based paint. Brake shoes are likely composed of asbestos and the peeling paint may be lead-based. The removal shall require the use of a mobile crane or other equipment to lift the existing trolley, hoist, and bridge rails down from the runway rails on the structure. The Contractor shall be responsible for disposing of waste in compliance with all Federal, State, and local laws and regulations, and shall be responsible for coordinating with the COR Hill AFB if there are any effects to the exterior structure. The government will retain ownership of existing crane hooks after the crane is removed from the building.

G) OPTION CLIN 0002AB – Bldg. 60015 (Pad I)

Supply and install a new CMAA Class “D”, overhead bridge crane equipped with a 50 ton rated main hoist. The hoist shall be configured to allow for the lifting and placement of smaller fixtures and equipment against the headwall of the thrust block based on the orientation and positioning of the existing auxiliary hoists. If this orientation and positioning cannot be obtained by the new main hoist alone, the contractor shall provide and a 25 ton rated auxiliary hoist. Each hoist shall be mounted to match the existing operational orientation and be able to support the 20’ lift height. The new crane shall be mounted on the existing crane runways and match the existing 34’ crane span. The hoist shall be configured on the trolley to maintain the function of the existing hoist and auxiliary hoist to the extent possible. match the existing hoist configuration to the extent possible.

The CLIN includes the testing, certifications, drawings, O&M manual and warranty as specified in the contract.

H) OPTION CLIN 0002AC – Crane Testing

The contractor shall perform and provide results of all required testing IAW the Requirements listed in Section 1.2.2 the attached SOW.

1.2.1 CRANE FEATURES

For CLIN 0001AA and OPTION CLIN 0002AA, the Contractor is required to comply with the crane features listed herein. The crane must be procured as a package unit including the hoist, trolley, bridge, service walkways access points, and all additional items required for the complete mounting and integration with the existing structural and power connections. The crane shall be double-girder overhead bridge type with a top running trolley system to support the hoist. The crane package shall be delivered to the site and mounted to the existing 60’ crane runways in each building. The trolley and bridge shall be driven by electric motors integrated with each component. Crane hoists shall be package units and include all motors, gearboxes, brakes, and electronic controllers required for hoisting operations. The hoists must be able to provide true vertical lift between the lower limit and upper limit of travel.

1.2.1.1 CONTROLS

The crane shall be controlled by an operator pendant control station. The bridge and trolley motors shall include 2 speed variable frequency drives for controlling the motor speeds. The hoist motors shall also be equipped with a 2 step, infinite variable Flux Vector VFD to allow for a range of hoisting capabilities. Speed selector switches shall be equipped with the ability to toggle the VFD and modulate the motors up to 5 Hz. The VFD shall be an ElectroMotive Flux Vector Drive with encoder feedback or approved equal. The bridge and trolley motors shall be rated for continuous duty and VFD control. The crane hoist, trolley, and bridge shall be designed to operate up to the following range of maximum speed limits:

Hoist: 10±2 FPM Bridge: 40±10 FPM Trolley: 20±5 FPM

The Contractor shall also satisfy all crane and hoist motion controls requirements found in Sections 6.2.1.11 to 6.2.1.13 of Appendix 1. The operator controls for the hoists shall be provided with a lockout feature to prevent simultaneous loading of the main and auxiliary hoists. Controls shall take input from the load cell and prevent operation of multiple hoists until it has been unloaded. Additional requirements for cranes and hoists used to handle critical hardware found in Section 6.2.5 of Appendix 1 shall be met, including control capabilities, travel limit switches, overload protections, brake fail-safe systems, hoist emergency lowering, and reeving.

1.2.1.2 ELECTRICAL

The crane must be terminated into the existing power circuit left from the previous crane. The Contractor shall be responsible for locating the 480V, 3 phase, 60 Hz service and connecting the crane to the dedicated 125 amp service.

It will be the responsibility of the Contractor to furnish all conductors and wiring accessories for configuring the crane controls and energizing the crane. The crane shall be furnished with new electrical conductor systems capable of providing continuous power to the bridge, trolley, and hoist along their intended lengths of travel. Brakes lights shall be mounted on the crane in a location visible to the crane operator. Lights shall be LED type.

All provided enclosures for control panels, controls, and brakes shall comply with NEMA 250 and NEMA ICS 6. The drive mechanism motor shall conform to NEMA MG 1 and have motor insulation of Class H with class B temperature rise. Each hoist motor shall be AC vector duty totally enclosed non-ventilated (TENV) enclosures. The controls shall have an explosion proof rating of Class I, Division II, Groups C and D. Grounding requirements for cranes and hoists used to handle critical hardware found in Section 6.2.5 of Appendix 1 shall be followed.

1.2.1.3 WHEELS

The crane wheels for the new bridge component shall be compatible with the existing U.S. Steel Number 105 (lb./yd.) rail which currently runs the 60’ span of each building. Trolley and bridge wheels shall be double flanged of rolled-to-shape wrought or forged steel. Wheels shall be rim toughened to not less than 320 Brinell Hardness Number (BHN). Wheel sizing and flange-to-rail head clearances must be in accordance with CMAA 70 recommendations.

1.2.1.4 BRAKES

The overhead crane bridge and trolley shall be equipped with fail-safe brakes in both directions, designed in accordance with the stopping distance requirements of CMAA 70/74. Brakes must be able to decelerate and/or stop as well as hold.

The movement of the bridge and trolley shall also be controlled by VFD’s for the drive motors that allow for deceleration of the drive speed during crane operation.

1.2.1.4.1 BRIDGE AND TROLLEY BRAKES

Provide bridge and trolley drives with electro-mechanical brakes capable of stopping the motion of the bridge or trolley within a distance in feet equal to 10 percent of the full load speed in feet per minute when traveling at full speed with a full load. Brakes must have an externally accessible means to manually defeat the brake.

1.2.1.4.2 HOIST BRAKES

Powered hoists shall have three independent braking systems: a load control means system, a load holding brake system with a flux vector VFD with two holding brakes rated at 125% of rated capacity, and an emergency brake system on the hoist drum. The emergency brake shall be of the caliper-type disk brake. The hoist shall be instrumented with a speed-sensing device. If the hoist speed exceeds 110 percent of its rated speed, all braking systems and audio and visual warning devices shall be activated. All braking systems shall each be capable of braking and holding at least 150 percent of torque exerted by full rated load on the hook. Hoist braking shall comply with all requirements for emergency braking, load holding, and emergency brake fail-safe systems specified in Section 6.2.5.1.4 of Appendix 1. The hoist emergency lowering system shall have a fail-safe capability for emergency lowering of the load in the event of a power failure or hoist drive mechanism malfunction.

1.2.1.5 HOIST CONSTRUCTION

Crane hoists shall be wire rope construction and shall not be rotation resistant type. Cast iron materials are prohibited from use on any load bearing part. The crane hooks and reeving requirements shall comply with all items listed in the Section 6.2.1.9 and 6.2.1.10 of Appendix 1.

1.2.1.6 ACCESS

Access platforms and/or footwalks with personnel tie-offs shall be provided to allow for safe and adequate access to all components required for inspection, service, repair, or replacement. Access shall include the drive girder side, and idler girder side with crossovers on the end trucks. New walkways access points shall be accessible from existing crane access points. Crane and hoist design shall provide for visual and physical accessibility of all SFP components, welds, and other safety critical parts. Minimum clearances between the crane and stationary structures shall be 3 inches overhead and 2 inches laterally.

1.2.1.7 MARKING/LABELING/IDENTIFICATION

Manufacturer, part number, serial number, date of manufacture or initial acceptance, rated capacity, weights of the top assembly and separate subassemblies, and weight of bridge and trolley shall be clearly marked on all new equipment. The directions of the crane’s bridge and trolley movements shall be displayed on the underside of the crane. These directions (North, East, South, and West) shall correspond to the directions on the operator station and visible and legible from the floor and any operator station.

1.2.2 TESTING AND INSPECTION

The Contractor is responsible for performance of quality control inspections, testing and documentation of the crane as follows.

1.2.2.1 SHOP ASSEMBLY AND TESTING

Contractor shall perform in-shop inspections and testing prior to the shipment and delivery of the crane.

1.2.2.1.1 SHOP ASSEMBLY

Shop-assemble all hoists, trolleys, trolley drives, gantry trucks and gantry drives, operators cab, electrical cab and lifting beams. Service all equipment after shop assembly is complete. Provide all necessary grease and oil of approved quality and grade for the initial servicing.

Permanent wiring must be installed except wire that would be disassembled or partly disassembled for shipment. Wire the main hoists, latching hoists, trolley drives, and gantry drives to the operator cab, electrical cab and electrical panels.

Wire the maintenance hoists to the electrical panels. Machinery and electrical equipment must be completely manufactured, adjusted, lubricated, and otherwise made ready for operation. Permanent conduit (except conduit attached to walkways), ladders and stairs, must be installed.

1.2.2.1.2 SHOP TESTING AND INSPECTION

In-shop testing shall demonstrate that the various parts and components are correctly fabricated, assembled, and fitted; and operate properly. The inspection shall verify that the trolley and hoists have been assembled without initial stresses, forced or improvised fits, misalignments, nicks of high-strength structural steel components, and rough burrs. Methods of repairing the discontinuities is subject to review by the Contracting Officer. The hoists, trolley drives, and gantry drives must be operated under their own power and using the actual controls that will be supplied by the Contractor.

1.2.2.1.2.1 INSPECTION OF HOOK ASSEMBLY

Contractor shall be required to inspect the new hook prior to delivery and furnish documentation of hook inspection to the Contracting Officer prior to field operational testing. As part of the acceptance standard, linear indications greater than 1/16 inch are not allowed. Welding repairs of hook are not permitted. A hook showing linear indications, damage or deformation is not acceptable and must be replaced immediately. The hook shall be tested and documented in compliance with ASME B30.10.

1.2.2.1.3 WITNESS AND DOCUMENTATION OF SHOP TESTS

All inspections and no-load performance tests must be performed by qualified crane inspectors and findings recorded. The contractor shall be responsible for submitting an in-shop inspection and test procedure at least 90 days prior to performing in-shop inspection and tests. The test will be witnessed by the Government unless waived in writing, demonstrating that the various parts and components are correctly fabricated, assembled, and fitted; and operate properly.

The Contracting Officer shall be notified of dates of the In-Shop Inspection and Test a minimum of 14 calendar days in advance. An in-shop inspection and test report shall be submitted to Contracting Officer and COR for approval within 10 days after completion of testing.

1.2.2.2 FINAL INSPECTION AND ACCEPTANCE TESTS

The Contractor shall be required to fulfil the requirements outlined in the Material Handling Equipment, Section 6.1, and Crane and Hoist Inspection and Test Requirements, Section 6.2.2, of Appendix 1. Since this crane will be used to handle critical hardware, additional requirements from section 6.2.5.2 and 6.2.5.3 shall also be met for initial testing and inspection. Crane, hoist, and hook nondestructive evaluation

(NDE) plans shall be submitted to Range Safety for review and approval. The plans shall identify all single-failure points (SFP’s), NDE requirements and methodology, and acceptance criteria. Definitions and terminology used in test and NDE plans shall be in accordance with standard methodology used in Section 6.2.1.1 of Appendix 1. Crane and hoist data requirements shall be submitted in accordance with Appendix 1, Section A1.2.5.7. All crane specifications, test plans, and test results shall be reviewed and approved by Hill AFB/UTTR Range Safety.

1.2.2.2.1 FINAL INSPECTION AND ACCEPTANCE TESTS SCHEDULE

Government personnel will be available for the Final Inspection and Acceptance testing for a maximum of 10 continuous hours in a 24 hour time period and work must be accomplished on a Monday through Thursday schedule. Coordination of schedule for the testing must be made with the Contracting Officer. Final Inspection and Acceptance testing for the crane shall not occur during the week of a Federal Holiday. The Final Inspection must begin on a Monday and start no earlier than 0800. Written approval to deviate from the above daily work hour restrictions or weekly schedule restrictions will be required from the Contracting Officer.

1.2.3 CERTIFICATION

The Contractor shall be responsible for submitting the following certificates to the Government before the crane can be accepted:

1.2.3.1 OVERLOAD TEST

Submit an Overload Test Certificate stating that the crane can be periodically load tested to 125 percent (plus 0 minus 5) of rated load. Submit a Loss of Power (Panic Test) Certificate stating that a test may be performed in which power is removed from the crane while the hoist, bridge, and trolley are in operation to simulate a loss of power.

1.2.3.2 HAZARDOUS MATERIAL

Submit a Hazardous Material Certificate that the crane does not contain hazardous material, asbestos, lead, cadmium, and chromium, PCBs or elemental mercury.

1.2.3.3 STANDARDS

Submit a Certificate of Compliance with Listed Standards.

1.2.3.4 COUPLING ALIGNMENT

Submit a Certificate of the Coupling Alignment Verification Record.

1.2.3.5 BRAKE SETTING

Submit a Certificate of the Brake Setting Record.

1.2.4 DRAWINGS

1.2.4.1 SHOP DRAWINGS

Submit shop drawings showing the general arrangement of all components in plan, elevation, and end views; hook approaches on all four sides, clearances and principal dimensions, assemblies of hoist, trolley and bridge drives, motor nameplate data, overcurrent protective device ratings, and electrical schematic drawings. Include weights of components and maximum bridge wheel loads and spacing. Shop drawing quality must be equivalent to the contract drawings accompanying this solicitation. Provide integral schedule of crane components on each drawing. Provide maximum wheel loads (without impact) and spacing imparted to the crane runway system track beams. Indicate the crane speeds along the runway, the trolley speeds along the bridge girder, and the hoist lifting speeds;

all speeds indicated are speeds with hoist loaded with rated crane capacity load.

1.2.4.2 LOAD AND SIZING CALCULATIONS

Submit calculations reviewed, signed and sealed by a registered professional engineer verifying the sizing of the bridge girder, end trucks, travel drives, and overcurrent protection for motors, controllers, and branch circuits. Include seismic analysis of bridge girder and end trucks.

1.2.5 OPERATION & MAINTENANCE MANUAL AND TRAINING

1.2.5.1 SUBMISSION OF OPERATION AND MAINTENANCE MANUAL DATA

Submit Operation and Maintenance (O&M) Data specifically applicable to this Contract and a complete and concise depiction of the provided equipment, product, or system, stressing and enhancing the importance of system interactions, troubleshooting, and long-term preventative maintenance and operation. Any subcontractors must compile and prepare data and deliver to the Contractor prior to the training of Government personnel. The Contractor must compile and prepare aggregate O&M data including clarifying and updating the original sequences of operation to as-built conditions. Organize and present information in sufficient detail to clearly explain O&M requirements at the system, equipment, component, and subassembly level.

O&M packages shall include sections on the following information: Operating Instructions, Safety Precautions, Operator Prestart, Startup/Shutdown/Post- Shutdown Procedures, Normal Operations, Emergency Operations, Operator Service Requirements (including lubrication, adjustment, inspection, and recording gage readings services), Environmental Conditions for Operation, Manufacturer's Data and Parts Catalogs, Preventive Maintenance, Maintenance Table, Lubrication Data including a table showing recommended lubricants for specific temperature, charts with a schematic diagram of the equipment showing lubrication points, recommended types and grades of lubricants, and capacities in accordance with AGMA, NLGI, SAE, Federal or Military Specifications, as applicable, and a Lubrication Schedule showing service interval frequency, Consumables (grease, oil, filters, etc.) Used, Preventive Maintenance Plan and Schedule, Cleaning Recommendations, Corrective Maintenance (Repair), Troubleshooting Guides and Diagnostic Techniques, Wiring Diagrams and Control Diagrams, Maintenance and Repair Procedures, Removal and Replacement Instructions, and Corrective Maintenance Work-Hours.

O&M Manuals must be submitted before the crane can be accepted and turned over to the Government. O&M Manuals must also include complete original manufacturer's quick-start, reference, programming, and user's manuals, with drawings, logic diagrams, instructions, troubleshooting tips for each type variable frequency drive, dynamic braking unit, and programmable logic controller used, and spare parts. O&M Manuals must also include a complete list of programmed settings (a "snapshot" or "download" of settings, current upon acceptance of the crane) and available field-adjustable settings with descriptions for each variable frequency drive provided. The O&M Manual must also include a detail description on how the control system functions, how to troubleshoot/repair the system, and must, at a minimum, include the following listed below.

(1) Load cell.

(2) Inching or “Jog” feature.

(3) VFD input and output.

(4) Stop and Emergency stop function.

(5) Crane controls faults/alarms that are critical or need attention.

(6) Load monitoring after stopping hoisting/lowering.

(7) Hoist brakes.

(8) Travel brakes.

(9) Programmable Logic Controls and Human Machine Interface displays.

Provide two (2) hard copy of the O&M Manual as wells as two (2) electronic copies on CD/DVD.

1.2.5.2 PERSONNEL TRAINING REQUIREMENTS

Training must cover all of the items contained in the operating and maintenance instructions for the crane. All O&M Manuals must be approved and made available for the training course. All posted instructions must be approved and posted prior to the beginning date of the training course. Provide the Contracting Officer at least 2 weeks advance notice for the training session. Coordinate the training session with the Contracting Officer and the Contracting Officer Representative (COR) to insure minimum conflicts with ongoing Project work.

Provide information, classroom, and field instructions available from the manufacturers that are needed for use in training Government personnel to properly operate and maintain the equipment and systems. These services must be directed by the Contractor, using the manufacturer's factory-trained personnel or qualified representatives. Submit all instructional materials such as lists, static exhibits, video of training session on DVD-R, and visual aids with the O&M Manuals.

1.2.6 WARRANTY

Warrant all crane parts and accessories for a period of one (1) year, or the contracted period of any extended warranty agreed upon by the Contractor and the Government, after successful completion of all testing of the crane. Any component failing to perform its function as specified and documented must be repaired or replaced by the Contractor at no additional cost to the Government. Items repaired or replaced must be warranted for an additional period of at least one year from the date that the system becomes functional again. The warranty period will start after official turnover of the crane to the Government for beneficial use. This turnover must not occur until after successful onsite testing, approved final calculations and drawings, O&M manual etc. Submit a warranty management plan.

2. GENERAL PROJECT REQUIREMENTS

2.1 The Contractor must submit the following Qualifications:

2.1.1 Qualified Supplier

Overhead electric crane system, including sub-system components manufactured by vendors, must be designed and manufactured by a company with a minimum of 10 years of specialized experience in designing and manufacturing the type of overhead crane required to meet requirements of the Contract Documents.

2.1.2 Qualified Engineer

The professional engineer is required to stamp and sign the structural computations and drawings submitted with the drawings package. The registered professional engineer must have done the design himself/herself or supervised and reviewed work if done by other engineers. The registered professional structural engineer must have the relevant experience defined below.

(1) Have experience and knowledge in performing engineering on cranes of similar size and capacity as the 50 ton bridge crane listed in this contract.

Experience on other overhead cranes may be submitted for consideration and the Contractor must explain the relevancy to this project; it will be the Government's discretion if it is considered relevant.

(2) Have at least three years relevant experience in the design of new cranes and/or design of replacement components for existing cranes being rehabilitated.

The three years of experience must have occurred within the past 10 years to be considered.

(3) Provide a resume for each registered professional engineer submitted. Resume must demonstrate the minimum years of experience; include name of firm(s) the engineer was employed by, name of project(s) they worked on, contract number, project location, contract or project point of contact (POC) with contact information (address, phone number, e-mail), crane type and capacity, and describe relevant crane experience.

2.1.3 Qualified Installers

2.1.3.1 Qualified Craftsmen

Craftsmen must have experience and knowledge in performing work and performed work for at least five years on overhead bridge cranes of similar size and capacity as the crane being installed in this contract. They must have been employed for at least the last two years by a firm specializing in crane work.

2.1.3.2 Qualified Crane Electricians

There must be a minimum of one licensed electrician during field wiring and critical aspects of the crane field work.

2.1.4 Qualified Crane Inspectors/Testing Agency

Crane inspectors must possess the following:

a. Have experience and knowledge in performing inspection on bridge cranes of similar size and capacity as the crane being installed in this contract.

b. Certifications showing they have attended crane inspection training seminars provided by established training institutions such as Morris Material Institute (866-821-4006) and CraneTech (800-290-0007). Certifications issued by the Contractor do not meet this requirement.

c. Are employed as crane inspectors for at least the last two years by a firm specializing in crane inspection work. Demonstrate by providing a resume for each crane inspector submitted. Resume must show they have the minimum years of experience; include name of firm(s) they were employed by, name of project(s) they worked on, contract number, project location, contract point of contact (POC) with contact information (address, phone number, e-mail), crane type and capacity, and describe relevant crane experience. Crane experience must be on bridge cranes with minimum capacity of 50-Tons.

2.1.5 Qualified Safety Personnel

The Contractor must provide a professional with OSHA 30 Cert and significant knowledge of EM 385-1-1, and a minimum of 3 years experience providing safety oversight on crane installation and testing.

2.2 Contractor Requirements

Contractor shall follow all security requirements for base access. All Contractor and subcontractor personnel will need to obtain badges for all access on base from the security office. The Contractor shall be responsible for maintaining the site and all other Contractor controlled areas in such a manner as to minimize the risk of injury or accident to site personnel or others who may be in the area.

2.2.1 Safety

The Contractor shall comply with the requirements per EM 385-1-1.

2.2.1.1 Critical Lift Plan

If the Contractor deems it necessary to perform any critical lifts, the Contractor must submit a Critical Lift Plan.

2.2.1.2 Lighting Protection System

If the Contractor deems it necessary to perform any work which touches or otherwise impacts the existing Lightning Protection System (LPS) in any manner, prior to performing those activities he shall submit a "Lightning Protection Impact Submittal" for review and acceptance by the Government.

2.3 Contractor/Government Coordination

The Government will schedule a Kickoff Meeting with the Contractor upon issuance of the contract. The Contractor shall provide a schedule and submittal list to the Government prior to the meeting. The Contractor shall be responsible for the coordination of work performed by their employees and all subcontractors. The Contractor shall inspect all work areas prior to bidding. It shall be the Contractor’s responsibility to verify all current record drawings prior to the start of any and all design and /or construction work. The Contractor shall be responsible for the coordination and proper relationship of this work to the building premises and thoroughly familiarize themselves with all details of the work and working conditions, to verify all dimensions in the field, and advise the COR of any discrepancies before performing any work. The Contractor shall provide the COR a minimum 21 calendar day notice for the arrival and installation of the crane at Pad II.

2.3.1 Contractor/Government Communication

Correspondence with the Government will be handled using serial letters. The Contractor shall submit a serial letter with each required submittal.

2.3.2 Government Review

Unless otherwise specified, the Government must be provided 21 calendar days to review submittals.

2.3.31 Environmental Coordination with Hill AFB

If the Contractor’s use of equipment will require any removal and/or modification of a portion of the exterior structure (i.e. roof), the Contractor shall coordinate with the COR Hill AFB CEG Environmental to ensure any functional or decorative features are identified, retained and preserved. The Contractor shall be responsible for ensuring any removed portions are returned to their original condition.

3. AFTER AWARD OFFICER REPRESENTATIVE (COR) AND POST AWARD POC

FOR WORK COORDINATION:

The Contracting Officer Representative will be responsible for verifying the Contractor’s performance and completion of work is in accordance with specified requirements. A USACE Contracting Officer Representative will be assigned to the project.

4. APPENDICES

Appendix 1 – MATERIAL HANDLING EQUIPMENT, CRANES AND HOISTS, AND

PERSONNEL WORK PLATFORMS; AIR FORCE SPACE COMMAND MANUAL 91-710

VOLUME 3, CHAPTER 6.

Appendix 2 – AIR FORCE CONSOLIDATED OCCUPATIONAL SAFETY INSTRUCTION, AFI 91-203.

Appendix 3 – BUILDING 60000 (PAD II) AS-BUILT DRAWINGS

Appendix 4 – BUILDING 60015 (PAD I) AS-BUILT DRAWINGS

Appendix 5 - COMPUTER SYSTEMS AND SOFTWARE AFSPCMAN91-710V3

The following have been deleted:

QUESTIONS AND ANSWERS

REVISED STATEMENT OF WORK

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 08-Jan-2018 04:00 PM to 20-Apr-2018 02:00 PM.

The following have been modified:

52.212-2 EVALUATION--COMMERCIAL ITEMS (OCT 2014)

(a) The Government will award a contract resulting from this solicitation to the responsible offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. The following factors shall be used to evaluate offers:

1.0 NON-PRICE FACTORS

1.1. FACTOR ONE – EXPERIENCE & Qualifications

1.1.1. General: Offerors shall submit information that demonstrates their ability to perform work similar in size, scope, and complexity as the subject procurement. For this factor, projects considered “relevant” must consist of a similar type of overhead crane as specified in the Scope of Work.

1.1.2. Provide at least two (2) but no more than four (4) example projects demonstrating they have produced cranes of the size and type required by this Scope of Work.

1.3. FACTOR TWO- Technical Approach

1.2.1. Ability to comply with delivery date of 330 days from award (assume 1 May 2018), required by revised Scope of Work dated 2 April 2018. Provide proposed schedule for completion within the period of performance, including removal of the existing crane, procurement of the new cranes, construction, delivery, installation and testing.

1.2.2. Ability to install crane at remote location. Describe personnel, equipment and methods available to install crane.

1.2.3. Acknowledgement of ability to meet crane features required in paragraph 1.2.1 of Scope of Work dated 6 November 2017.

123.4. Ability to provide testing and inspection as required by paragraph 1.2.2 of the Scope of Work dated 6 November 2017. The lift test should be performed by an independent subcontractor.

1.3. FACTOR THREE – PAST PERFORMANCE

1.3.1. Offerors shall provide past performance information for each example project submitted for the Qualified Supplier under Factor One.

1.3.2. Past Performance Questionnaire (PPQ). For each example project submitted under Factor 1, submit the first page of the PPQ showing all contact and client info with the proposal.

1.3.3. In addition to the above, the Government may review any other sources of information for evaluating past performance. Other sources may include, but are not limited to, PPQs submitted on prior RFPs, past performance information retrieved through the Past Performance Information Retrieval System (PPIRS), including Contractor Performance Assessment Reporting System (CPARS), using all CAGE/DUNS numbers of entities (partnership, joint venture, teaming arrangement, or parent company/subsidiary/affiliate) identified in the offeror's proposal, Federal Awardee Performance and Integrity Information System (FAPIIS), Electronic Subcontract Reporting System (eSRS), and any other known sources not provided by the offeror.

1.3.4. Regardless of the rating or evaluation terminology used in any past performance information, the Government will make an independent determination of the acceptability or non-acceptability of an offeror’s past performance based on the totality of information considered.

All non-price factors are equal in importance and when combined less important than price.

2. EVALUATION OF INDIVIDUAL NON-PRICE FACTORS

2.1. FACTOR ONE: EXPERIENCE AND QUALIFICATIONS. The Government will review the experience and qualification information provided by the Offeror to assess whether they meet the specified minimum criteria for this factor. Offerors providing at least the minimum number of projects which meet all of the minimum criteria will be rated ACCEPTABLE for this factor. Offerors failing to provide at least the minimum number of projects which Offerors should not assume that there will be any additional opportunity to substantiate that their experience and abilities meet the criteria.

2.2 FACTOR TWO: TECHNICAL APPROACH.

2.2.1. Ability to comply with delivery date of 330 days from award (assume 1 May 2018), required by revised Scope of Work dated 2 April 2018. Provide proposed schedule for completion within the period of performance, including removal of the existing crane, procurement of the new cranes, construction, delivery, installation and testing.

2.2.2. Ability to install crane at remote location. Describe personnel, equipment and methods available to install crane.

2.2.3. Acknowledgement of ability to meet crane features required in paragraph 1.2.1 of Scope of Work dated 6 November 2017.

2.2.4. Ability to provide testing and inspection as required by paragraph 1.2.2 of the Scope of Work dated 6 November 2017. The lift test should be performed by an independent subcontractor.

2.3. FACTOR THREE PAST PERFORMANCE. The Government will evaluate and review the completed PPIRS and PPQ, as well as other available past performance data for each of the submitted example projects.

2.3.1. The Government will evaluate past performance in terms of the elements listed below (see also Appendix D):

Quality of Construction. Based on information provided in the questionnaire and other information, the Government will assess the quality of the actual construction undertaken and the standards of workmanship exhibited by the Offeror’s team.

Schedule/Timeliness of Performance. The Government will evaluate all information available with respect to the Offeror completing past projects within the scheduled completion times.

Cost/Financial Management. The Government will evaluate all information available with respect to the Offeror ability to meet the terms and conditions within the contractually agreed price(s).

Safety Security. The Government will evaluate all information available with respect the Offeror ability to maintain an environment of safety and was the Offeror adhere to its approved safety plan.

2.3.2. If the customer for any of the projects submitted for the Qualified Supplier under Factor 1 would rate the Offeror marginal or unsatisfactory overall for any of the projects submitted, or if there are negative ratings (overall marginal or unacceptable/unsatisfactory) for projects meeting the same value, relevancy and recency criteria in another Government database, the proposal will be rated Unacceptable.

2.3.3. Other bases for an unacceptable rating for past performance. If there are any terminations for default, the proposal would receive an overall rating of Unacceptable for this factor.

2.3.4 In the case of an offeror without a record of relevant past performance or for who information on past performance is not available or so sparse that no meaningful past performance rating can be reasonably assigned, the offeror may not be evaluated favorably or unfavorably on past performance (see FAR 15.305 (a)(2)(iv)). Therefore, the offeror shall be determined to have unknown past performance. In the context of acceptability/unacceptability, “unknown” shall be considered “ACCEPTABLE.”

2.3.5. The Government may contact sources other than those provided by the offeror for information with respect to past performance. These other sources may include other Government rating systems or databases, as well as telephone interviews or communications with Government personnel with personal knowledge of the Offeror’s performance capability.

2.4 SCHEDULE. The Government will review the schedule submitted by offerors to ensure that the schedule clearly demonstrates the identified project activities under Factor 2 in a logical sequence and exhibiting an achievable timeline within the period of performance. The failure to include or clearly and logically identify the project activities under Factor 2 or beyond the POP may result in a rating of Unacceptable for this factor.

3. NON-PRICE EVALUATION PROCESS

3.1 The SSA will select the lowest-priced proposal for technical review by the Source Selection Evaluation Board (SSEB). Proposal pricing will not be revealed to the SSEB.

If the selected proposal is technically un-acceptable, then the SSA will select the next lowest-priced proposal for technical review, and so on. Proposals not selected for technical review because of proposal pricing will not be further reviewed. Any debriefing of offerors whose proposals were not selected for technical review will reflect this approach and will not receive a technical review merely for the purpose of debriefing. While the intent is to award without discussions, if at any stage in this process it is determined to be necessary to conduct discussions, the SSA will determine the proposals to be included in the competitive range consistent with FAR 15.306(c).

3.2 Technical proposals will be evaluated consistent with the uniform evaluation procedure set forth in this section of the solicitation. The SSEB will conduct an in-depth review of each proposal against the factors and any sub factors established in the solicitation as follows:

3.2.1. All proposals received will be subjected to an initial screening by the Contracting Officer to determine whether proposals are complete and in accordance with the solicitation. Proposals that fail this initial screening process may be rejected and the offeror will be notified they are no longer eligible for further consideration.

3.2.2. Each member of the SSEB will independently evaluate all information provided in a proposal against the prescribed non-price factors and any sub factors. Once these individual evaluations are completed, the SSEB will assign a consensus rating for each evaluation factor. The SSEB will not consider any documents incorporated by reference, except as expressly allowed by this solicitation.

3.2.3. Past performance, as instructed above, shall be included in the Technical Proposal and evaluated by the SSEB.

3.2.4. The overall ACCEPTABLE/UNACCEPTABLE rating along with ratings on individual factors, to include all supporting documentation, will be provided to the Source Selection Authority.

4. NON-PRICE RATING

4.1 Proposals selected for technical review will be evaluated against the minimum requirements for each non-price evaluation factor based on the ratings and descriptions in the following tables:

Table A-1. Technical Acceptable/Unacceptable Ratings

Rating Description

ACCEPTABLE Acceptable: Based on the offeror’s technical approach, the Government has a reasonable expectation that the offeror will successfully perform the required effort.

UNACCEPTABLE Based on the offeror’s technical approach, the Government does not have a reasonable expectation that the offeror will successfully perform the required effort.

Table A-2. Past Performance Evaluation Ratings

Acceptable: Based on the offeror’s technical approach, the Government has a reasonable expectation that the offeror will successfully perform the required effort.

Rating Description

ACCEPTABLE Based on the offeror’s performance record, the Government has a reasonable expectation that the offeror will successfully perform the required effort, or the offeror’s performance record is unknown.

UNACCEPTABLE Based on the offeror’s performance record, the Government does not have a reasonable expectation that the offeror will be able to successfully perform the required effort.

Past Performance Relevancy Rating Method

Performance Confidence Assessments Rating Method

Adjectival Rating Description

Very Relevant Present/past performance effort involved essentially the same scope and magnitude of effort and complexities this solicitation requires.

Relevant Present/past performance effort involved similar scope and magnitude of effort and complexities this solicitation requires.

Somewhat Relevant Present/past performance effort involved some of the scope and magnitude of effort and complexities this solicitation requires.

Not Relevant Present/past performance effort involved little or none of the scope and magnitude of effort and complexities this solicitation requires.

Adjectival Rating Description

Substantial Confidence Based on the offeror’s recent/relevant performance record, the Government has a high expectation that the offeror will successfully perform the required effort.

Satisfactory Confidence Based on the offeror’s recent/relevant performance record, the Government has a reasonable expectation that the offeror will successfully perform the required effort.

Neutral Confidence No recent/relevant performance record is available or the offeror’s performance record is so sparse that no meaningful confidence assessment rating can be reasonably assigned.

The offeror may not be evaluated favorably or unfavorably on the factor of past performance.

Limited Confidence Based on the offeror’s recent/relevant performance record, the Government has a low expectation that the offeror will successfully perform the required effort.

4.2 Offerors must receive a Confidence rating of at least Neutral and a Relevancy rating of at least Relevant to receive an Acceptable Past Performance rating.

4.3 In order to receive an overall ACCEPTABLE rating, a proposal must receive an ACCEPTABLE rating on all non-price factors and any sub factors. A proposal receiving an UNACCEPTABLE on one or more non-price factors or sub factors will receive an overall UNACCEPTABLE rating and be ineligible for award.

4.4 The final overall rating, along with ratings on individual factors, will be provided to the SSA and used in making the determination of which Offeror is eligible for award.

5. PRICE EVALUATION.

5.1 Price will not be rated but will be evaluated as to its fair and reasonableness.

Pricing for the contract shall be completed and submitted on the Pricing Schedule included in the solicitation.

5.2 The Government will determine fairness and reasonableness as well as to assure an understanding of the work and ability to execute…