W911KF-21-Q-0036 Amendment 0004 RELEASED.pdf

ACC-ANAD

SONJA FREEMAN

7 FRANKFORD AVENUE

ANNISTON AL 36201-4199

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

See page 2 for details.

1. CONTRACT ID CODE PAGE OF PAGES

1 14

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

16C. DATE SIGNED

BY 17-Jun-2021

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 W911KF21Q0036

X 9B. DATED (SEE ITEM 11)

12-May-2021

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

17-Jun-2021

CODE

ACC-ANAD

ANNISTON ARMY DEPOT

7 FRANKFORD AVENUE, BLDG 35

ANNISTON AL 36201-4199

W911KF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W911KF

FACILITY CODECODE

EMAIL:TEL:

W911KF21Q0036

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT NOTES

1. The Statement of Work has been revised and is incorporated into this amendment.

Changes and additions are highlighted.

2. The required response date/time has changed from 18-Jun-2021 04:00 PM to 25-Jun-

2021 04:00 PM.

3. All other terms and conditions remain unchanged.

STATEMENT OF WORK

One 70/15 and three 30/5 ton Bridges and Hoists for Building 400

Rev. June 10, 2021

1. Scope: The following specification covers the furnishing and installation of four top running hoists/trolleys. One 70-ton hoist/trolley and three 30-ton hoists/trolleys. The bridges shall be top running double girder bridge on existing support structure. Each hoist shall have a load measuring system that displays in the cab. The middle bay high level shall have the attachment point for operator descender relocated. The location of the attachment point shall be directed by ANAD safety office. Two of the system will have to have the ladder/platforms modified to work with the new cabs. The Existing cabs are entered from the top. The bridge rail is 80# ASCE.

The cranes shall be done one at a time. Once one is completed the second one can start.

Completed shall be considered installed and operational. The bridges shall be located in building 400, Anniston Army Depot. The bridge system shall be designed and constructed to Crane Manufactures Association of America (CMAA) Class D, Heavy service requirements by a certified CMAA shop, for operation in an industrial environment. Codes, which will govern this scope of work, include Occupational Safety Health Association. (OSHA) 1910.179, CMAA spec # 70 & 74, American National Standards Institute (ANSI) B30.2, National Fire Protection Association (NFPA) 70 National Electric Code (NEC) Article 610, TB-43-0142, and American Welding Society (AWS) 14.1. One crane can be taken out of service at a time. Once the crane being installed is operational and load tested the installation of the next crane can start. All work shall to be done at night and on weekends unless approved by Contracting Officer.

2.0 GENERAL:

2.1 Standard Products: Materials and equipment shall be standard products of manufacturers regularly engaged in the fabrication of cranes.

2.2 Nameplates: Each major component of equipment shall have the manufacturer's name, address, type or style, or catalog number, and serial number on a plate secured to the equipment.

The lifting capacity shall be clearly indicated on both sides of the main bridge girder.

2.3 Verification of Dimensions: The Contractor shall verify all dimensions and necessary work to be performed in the field and shall advise the Contracting Officer of any discrepancy before performing any work.

3.0 SUBMITTALS:

3.1 Shop Drawings: Detail drawings shall be submitted and shall consist of a complete list of equipment and materials, including manufacturer's descriptive and technical literature, performance charts and curves, catalog cuts, and installation instructions. Detail drawings shall also contain complete wiring and schematic diagrams; and any other details required to demonstrate that the system has been coordinated and will properly function as a unit. All items provided shall be in the English language.

3.2 Operation and Maintenance Manuals: Four copies of operation and maintenance manuals shall be provided for each crane furnished. Operation manuals shall detail the step-by-step procedures required for the system start-up, operation, and shutdown. Operation manuals shall include the manufacturer's name, model number, parts list, and brief description of all equipment and their basic operating features. Maintenance manuals shall list routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guides. Maintenance manuals shall include piping and equipment layout and simplified wiring and control diagrams of the system as installed. All items provided shall be in the English language.

3.3 Spare Parts Data: The contractor shall furnish spare parts data for each different item of material and equipment specified. The data shall include a complete list of parts and supplies, with current unit prices and source of supply.

4.0 ELECTRIC HOIST:

4.1 General 70-ton with 15-ton Auxiliary: Hoists shall be of the heavy duty type, electric motor operated, of the close headroom type to suit the carrier furnished, and shall have the following characteristics. The lower load block and hook shall not be considered part of the rated capacity. The wire rope shall be in the English unit of measure and shall not be in the metric unit of measure. The 70 and 15-ton hoist shall be a Detroit Hoist. 70-ton model # shall be DR140T52-10 and the 15-ton shall be DRF30T62-30

4.2 Capacity:

4.2.1 Main: 70-tons 150,000 pounds

4.2.2 Auxiliary: 15-tons 30,000 pounds

4.3 Number Required:

4.3.1 Main: 1

4.3.2 Auxiliary: 1

4.4 Lift and Profile: Available lift capability shall be maximized approximately 40’.

4.5 Lifting Speeds:

4.5.1: 70-ton speed shall be infinitely variable with high being 10 ft/min as a minimum (plus 1.5, minus 1.5 ft/min); and low second speed being .5 ft/min Variable Frequency Drive (VFD) controlled. The hoist shall be capable of have a no load overdrive mode for faster speeds.

4.5.2: 15-ton speed shall be infinitely variable with high being 30 ft/min as a minimum (plus 1.5, minus 1.5 ft/min); and low second speed being .5 ft/min Variable Frequency Drive (VFD) controlled. The hoist shall be capable of have a no load overdrive mode for faster speeds.

4.6 Electrical Service: Electrical service shall be 480 Volt, 3-phase, 60 hertz Alternating Current (A.C).

4.7 Control: The hoist motor control system shall be a joy stick on the arm of the operator’s chair.

4.8 Power Source: The hoist and trolley electrification system shall be festoon.

4.9 Limit Switches: The hoist shall be provided with a limit switch for control of the hook at maximum raised position and hook in the extreme lower position.

4.10 Lift Height: The lift height shall be as a minimum 40’.

5.0 HOISTS TROLLEY:

5.1 General: Trolley shall be of the close headroom type, electric motor driven. The carrier shall have sufficient capacity to carry a fully loaded 70-ton, electric hoist as specified herein previously.

5.2 Number Required: 1

5.3 Speed: infinitely variable - 75 ft/min high; .5 ft/min low (plus or minus 10%). VFD controlled

6.0 BRIDGE SYSTEM:

6.1 General: Bridge system shall be infinitely variable. Bridge and drive system shall be compatible and as generally offered within the manufacturer's product line. Two capacity plates shall be provided, one for each side of the bridges. Each plate shall be lettered to indicate the total rated hoisting capacity of the crane. All lettering shall be of sufficient size to be easily read from the floor. Each lower load block shall be marked with the hoist rated capacity. The bridge shall have a maintenance cat walk across the entire length of the bridge on the motor side.

6.2 Drive: Drive unit shall be infinitely variable between speeds of 200 ft/min high and .5 ft/min low, (plus or minus 10%). The drive unit shall be VFD controlled.

6.3 Electrical Service: Electrical service shall be 480 Volt, 3-phase, 60 hertz Alternating Current (A.C). Bridge shall operate from insulated type conductor rails (existing). The existing conductor bar is vertical mount 400 amp FS by Magnatek.

6.4 Bridge Girders: Bridge girders shall be wide flange beams, standard I-Beams, reinforced beams or sections fabricated from rolled plates and shapes. Bridge shall be designed for all dead and live loads plus a safety factor of 5. The bridge crane span shall be approximately 94.5 feet;

actual dimensions shall be field verified before any actual fabrication begins.

6.5 Stops and Bumpers: Structural trolley stops shall be provided on the bridge to engage the trolley wheels. Stops shall be located to permit maximum trolley travel.

6.6 Bridge Rails: Bridge rails shall be fastened to the top cover plate with welded clips or J-bolts. Bridge rail joints shall be bolted using standard joint bars. Rail joints shall be staggered.

A positive stop shall be provided at the bridge rail ends to prevent creep. Bridge rails shall be of the size recommended by the crane manufacturer and specified in the contract drawings.

7.0 ELECTRIC HOIST:

7.1 General 30/5-ton: Hoists shall be of the heavy duty type, electric motor operated, of the close headroom type to suit the carrier furnished, and shall have the following characteristics.

The lower load block and hook shall not be considered part of the rated capacity. The wire rope shall be in the English unit of measure and shall not be in the metric unit of measure. The 30-ton hoist shall be a Detroit Hoist. 30-ton model # shall be DFR6053-15. The 5-ton shall be a Detroit Hoist with 20 fpm and have the ability to overdrive to 90 Hz.

7.2 Capacity: 30-ton 60,000 pounds, 5-ton 10,000 pounds

7.3 Number Required: 3 of the 30 and 5 ton.

7.4 Lift and Profile: Available lift capability shall be maximized approximately 40’.

7.5 Lifting Speeds: 30-ton speed shall be infinitely variable with high being 15 ft/min as a minimum (plus 1.5, minus 1.5 ft/min); and low second speed being .5 ft/min Variable Frequency Drive (VFD) controlled. The hoist shall be capable of having a no load overdrive mode for faster speeds.

7.6 Electrical Service: Electrical service shall be 480 Volt, 3-phase, 60 hertz Alternating Current (A.C).

7.7 Control: The hoist motor control system shall be a joy stick on the arm of the operator’s chair.

7.8 Power Source: The hoist and trolley electrification system shall be festoon.

7.9 Limit Switches: The hoist shall be provided with a limit switch for control of the hook at maximum raised position and hook in the extreme lower position.

7.10 Lift Height: The lift height shall be as a minimum 40’.

8.0 HOISTS TROLLEY:

8.1 General: Trolley shall be of the close headroom type, electric motor driven. The carrier shall have sufficient capacity to carry a fully loaded 30-ton, electric hoist as specified herein previously.

8.2 Number Required: 3

8.3 Speed: infinitely variable - 75 ft/min high; .5 ft/min low (plus or minus 10%). VFD controlled

9.0 BRIDGE SYSTEM:

9.1 General: Bridge system speed shall be infinitely variable. Bridge and drive system shall be compatible and as generally offered within the manufacturer's product line. Two capacity plates shall be provided, one for each side of the bridges. Each plate shall be lettered to indicate the total rated hoisting capacity of the crane. All lettering shall be of sufficient size to be easily read from the floor. Each lower load block shall be marked with the hoist rated capacity. Each bridge shall have a maintenance cat walk across the entire length of the bridge on the motor side.

9.2 Drive: Drive unit shall be infinitely variable between speeds of 200 ft/min high and .5 ft/min low, (plus or minus 10%). The drive unit shall be VFD controlled.

9.3 Electrical Service: Electrical service shall be 480 Volt, 3-phase, 60 hertz Alternating Current (A.C). Bridge shall operate from insulated type conductor rails (existing). The existing conductor bar is vertical mount 400 amp FS by Magnatek.

9.4 Bridge Girders: Bridge girders shall be wide flange beams, standard I-Beams, reinforced beams or sections fabricated from rolled plates and shapes. Bridge shall be designed for all dead and live loads plus a safety factor of 5. The bridge crane span shall be approximately 94.5 feet; actual dimensions shall be field verified before any actual fabrication begins.

9.5 Stops and Bumpers: Structural trolley stops shall be provided on the bridge to engage the trolley wheels. Stops shall be located to permit maximum trolley travel.

9.6 Bridge Rails: Bridge rails shall be fastened to the top cover plate with welded clips or J-bolts. Bridge rail joints shall be bolted using standard joint bars. Rail joints shall be staggered.

A positive stop shall be provided at the bridge rail ends to prevent creep. Bridge rails shall be of the size recommended by the crane manufacturer and specified in the contract drawings.

10.0 ELECTRICAL:

10.1 General: All push buttons or other manually operated controls shall be energized at a nominal 120 volts through control transformers as may be required. Push buttons shall be oil tight and the heavy-duty type. The hoist control shall satisfy the applicable requirements of The Association of Electrical Equipment and Medical Imaging Manufacturers (NEMA) 12 ICS Standards. All wiring shall be in accordance with the National Electric Code.

10.2 Motors: Motors shall be suitable for operation on a 480 volt, 3 phase, 60 hertz electrical power system. Motors shall be of ample capacity to operate the hoist service and shall be designed with a 30 minute time rating, 55 degree centigrade rise, and with torque and speed characteristics especially suited to the service.

10.3 Transformers: Transformers shall be dry type and shall carry full load continuously at rated voltage and frequency without exceeding an average temperature rise of 115 degrees Celsius © above an ambient temperature of 40 degrees C. The transformer shall have a totally enclosed case, which shall be furnished to resist corrosion. Transformers shall be fully encapsulated, except for those specifically designed for use as an isolation transformer for static power.

11.0 CABS:

11.1 General: Cabs Shall be enclosed and shall have safety glass in a minimum of 190 degree around the operator’s cab. The cabs, shall be complete with cushioned seat, joystick, and operating controls and pushbuttons as well as air conditioning. The general arrangement of the cab and the location of the control and protective equipment shall be such that all operating handles are within convenient reach of the operator when facing the area to be served by the load hook, or while facing the direction of travel of the cab. The arrangement shall allow the operator a full view of the load hook in all positions. Each cab shall have a personnel door on the back or side to be determined before fabrication. ANAD shall be involved in the determination of the door location. There shall be an attachment location over each door for the operator to attach his descender to.

11.2 Chair: The chair shall be JR Merritt, Grammer Actimo or equal with the following features:

11.2.1-12V Pneumatic (air) suspension 11.2.2- Full body contoured seats pans and cushions 11.2.3- Independent backrest, seat height, slope and fore and aft adjustment 11.2.4- Mechanically adjustable lumbar support 11.2.5- Seat cushion tilt and fore/aft adjustments 11.2.6- Full hydraulic and spring-dampened mechanical suspension system with dial in weight compensation.

11.2.7- Field replaced cushions 11.2.8- Ultra tough vinyl seat upholstery 11.2.9- Adjustable vinyl headrest 11.2.10- 16” seat slide travel 11.2.11- Flip up, vertically adjustable armrests 11.2.12- 360 degree swivel mechanism, lockable in 10 degree increments

11.3 Joysticks: There shall be a joystick on each arm of the chair to control all movements.

Each joystick shall have a button on top. One shall operate the horn and the second on shall set the break.

12.0 Acceptance Testing

12.1 Crane Acceptance Test: Equipment shall pass the following tests and inspection made by ANAD and contractor personnel:

12.1.1 Test Sequence: The crane shall be tested according to the applicable paragraphs of this procedure in the sequence provided.

12.1.2 Equipment Monitoring: During the load test, improper operation or poor condition of safety devices, electrical components, mechanical equipment, and structural assemblies shall be monitored. Observed defects critical to continue testing shall be reported immediately to the Contracting Officer and testing shall be suspended until the deficiency is corrected. During and immediately following each load test, the following inspections shall be made:

a. Inspect for evidence of bending, warping, permanent deformation, cracking or malfunction of structural components.

b. Inspect for evidence of slippage in wire rope sockets and fittings.

c. Check for overheating in brake operation; check for proper stopping. All safety devices, including emergency stop switches and POWER OFF push buttons, shall be tested and inspected separately to verify proper operation of the brakes.

d. Check for abnormal noise or vibration and overheating in machinery drive components.

e. Check wire rope sheaves and drum spooling for proper operation, freedom of movement, abnormal noise or vibration.

f. Check electrical drive components for proper operation, freedom from chatter, noise or overheating.

g. Inspect external gears for abnormal wear patterns, damage, or inadequate lubrication.

12.2 No-Load Testing:

12.2.1 Hoist Operating and Limit Switch Test: The load hook shall be raised and lowered through the full range of normal travel at rated speed and other speeds of the crane. The load hook shall be stopped below the geared limit switch upper setting. In slow speed only, proper operation of upper and lower limit switches for primary motion shall be verified. The test shall be repeated a sufficient number of times (minimum of three) to demonstrate proper operation. Brake action shall be tested in each direction.

12.2.2 Trolley Travel: The trolley shall be operated the full distance of the bridge rails exercising all primary drive speed controls in each direction. Brake operation shall be verified in each direction.

12.2.3 Bridge Travel: The bridge shall be operated the full distance of the runway exercising all primary drive speed controls, in each direction. Brake operation shall be verified in each direction.

12.2.4 Hoist Loss of Power No-Load Test: Using primary drive, the hook shall be raised to a height of approximately 12 feet or less. While slowly lowering the hook, the main power source shall be disconnected verifying that the hook will not lower and that both brakes will set.

12.2.5 Travel Loss of Power No-Load Test: With the hook raised to clear obstructions and the trolley traveling, the main power source shall be disconnected verifying that the trolley will stop and that the brake will set.

12.3 Load Test:

12.3.1 Hoist:

a. Hoist Static Load Test: Holding brakes and hoisting components shall be tested by raising the test load approximately 1 foot. The load shall be held for 10 minutes.

b. Dynamic Load Test: 100% test load shall be raised and lowered through the full range operating in each speed. The machinery shall be completely stopped at least once in each direction to ensure proper brake operation.

c. Hoist Loss of Power Test: After raising 100% test load to approximately 8 feet, slowly lower the test load, the main power source and the control shall be released verifying that the test load will not lower and that both brakes will set.

d. Trolley Dynamic Load Test: While operating the trolley the full distance of the bridge rails in each direction with test load on the hook (one cycle), the proper functioning of primary drive speed control points and proper brake action shall be tested.

e. Bridge Dynamic Load Test: With test load on the hook, the bridge shall be operated for the full length of the runway in both directions with the trolley at end of the bridge.

Proper functioning of all primary drive speed control points and brake action shall be verified. Binding of the bridge end trucks shall indicate malfunction.

12.3.2 Trolley and Bridge Loss of Power Test: Using a test load of 100 to 105 percent of rated load, the load shall be raised clear of any obstructions on the operating floor. Starting at a safe distance from walls or other obstructions, a slow speed shall be selected using the trolley and bridge primary drive.

12.3.3 While maintaining a safe distance to obstructions, the main power source shall be disconnected and the brakes shall be verified to have set and that the equipment stops within the distance recommended by the manufacturer.

12.4 All labor and equipment for acceptance testing shall be supplied by the contractor.

13.0 Safety Practices: The contractor shall be aware that there are trace amounts of lead, cadmium, nickel, chromium and other heavy metals present in the dust and coatings on and around the crane. The contractor shall adhere to all OSHA standards with special attention to 29 CFR 1926.62 "Lead Construction Standards" and 29 CFR 1926.1127 "Cadmium Construction Standards". The contractor shall conform to all federal, OSHA standards applicable to work performed and safety practices and guidelines contained within this statement of work. Contractor clause entitled Accident Prevention, Army Material Command Regulation ® 385-100, Safety and Occupational Health Regulation ANADR 385-1, Engineering Manual (EM) 385-1-1, 29 Code of Federal Regulations (CFR) 1926/1910, other related Department of Transportation Regulation (49 CFR), and all local policies shall be strictly adhered to.

14.0 TECHNICAL DATA: Four copies (for each crane) of the following technical data shall be provided as specified on attached DD Form 1423 with the equipment: operator's manuals, maintenance manuals, calibration specifications/procedures, catalogs, and spare parts lists.

Maintenance manuals shall include electrical, hydraulic, and pneumatic schematics, as applicable, parts lists, trouble-shooting procedures, preventive maintenance requirements, lubrication schedule, etc. Schematics shall show and identify all parts down to and including components on circuit boards. Catalogs shall fully describe all optional tooling, fixtures, and attachments available for the equipment being furnished. The recommended spare parts lists shall be complete with quantities required, prices, and normal delivery time for the items. In addition, any other technical data normally furnished with the equipment shall be provided. All technical data shall be furnished in the English language.

15.0 INSTALLATION/REMOVAL: This equipment is to be installed by the contractor, and the removal of existing crane systems shall be done by the contractor. The contractor shall be responsible for all plant, labor, and materials required for a complete installation. Contractor shall be responsible for insuring that the installation is compatible with existing facilities. Unless otherwise approved by the Contracting Officer, installation shall be done during normal depot working hours. The area where the equipment is to be installed is in operation. The contractor shall not interfere with ongoing Government operations and production unless otherwise authorized by the Contracting Officer. Installation is to be complete and equipment operational within 365 calendar days after contract award.

The general requirements for installation are as follows:

ELECTRICAL: All electrical work shall comply with American National Standards Institute (ANSI) Publication C2 - National Electric Safety Code and With National Fire Prevention Association (NFPA) Publication No. 70 - National Electrical Code. All materials used in the installation shall conform to applicable National Electrical Manufacturers Association (NEMA) and Underwriters Laboratories (UL) listings. Workmanship shall be in accordance with standard commercial practice. Runs shall be installed perpendicular and parallel to existing facilities and the equipment being installed. When equipment is installed near existing power lines, equipment shall be located for proper clearances in accordance with ANSI C2. New equipment shall not be connected to Government power without prior approval of the Contracting Officer. No high voltage work will be accomplished without prior approval of the Contracting Officer.

All connections to Government power and all high voltage work shall be performed in the presence of a qualified Government electrician.

PLUMBING: All plumbing work shall comply with National Association of Plumbing-Heating- Cooling Contractors/American Society of Plumbing Engineers (NAPHCC/ASPE) Publication - National Standard Plumbing Code. All materials used in the installation of the equipment shall conform to industry standards and shall be compatible with and shall meet the performance requirements of the equipment being installed. Workmanship shall be in accordance with standard commercial practice. Runs shall be installed perpendicular and parallel with existing facilities and the equipment being installed. Bypasses shall not be installed at steam reducing stations. All heating coils shall be trapped independently. Unless otherwise specified, steam and condensate piping shall be insulated with 1-1/2 inch thk. calcium silicate with aluminum cover for outside lines and 1-1/2 inch thk.fiberglass with all service jacket for interior lines unless subjected to water or vapor.

CONCRETE: Concrete used in the installation of the equipment shall be Class A and shall have a minimum allowable compressive strength at 28 days of 3,000 pounds per square inch (PSI) unless otherwise specified. Samples for concrete strength tests shall be provided, stored, and tested as directed. Unless otherwise specified, the contractor shall be responsible for the design of all concrete work, including formwork and reinforcing. Ready-mixed concrete shall be used and must be delivered and discharged within 45 minutes after the introduction of water to the cement and aggregate. Placing of concrete shall conform to Chapter 4 of the American Concrete Institute Standard (ACI) 318. Workmanship shall be in accordance with standard commercial practice.

FOUNDATION HARDWARE: All foundation hardware is required, the foundation hardware shall be furnished and included in the total bid price.

COORDINATION OF TRADES: Coordination of trades installing the equipment shall be the responsibility of the contractor.

INSTRUCTIONS FOR INSTALLATION: one copies of the instructions for installation shall be provided as specified on attached DD Form 1423. The government will use these INSTRUCTIONS to review utility and space requirements of the proposed equipment. Within 30 days after date of contract, contractor shall provide Anniston Army Depot all information necessary for installation of the machine. This installation manual shall include, but not be limited to, the following:

a. Floor plan drawing of the machine and major machine components showing floor space required.

b. Space required around the machine after installation for maintenance purposes.

c. Foundation requirements, if any.

d. Maximum overall length, width, and height dimensions.

e. Approximate location of utility connections on the machine.

f. All utility requirements including electrical, air, water, steam, drains, etc. Include amps, GPM, etc.

g. Minimum doorway opening required to bring equipment into the building.

h. Industrial waste disposal requirements, if any.

i. Ventilation requirements, if any.

j. Approximate weight of the equipment.

15.0 UTILITIES: The Government will provide utilities within 80 feet of the equipment installation site. The capacities of the utilities (wire sizes, pipe sizes, etc.) will be based on information supplied by the contractor under

INSTRUCTIONS FOR INSTALLATION noted above. What is provided by the government at the job site is limited to the following:

a. Electrical: The Government will run electrical lines and tie into the contractor furnished and installed main disconnect.

The Government will furnish only one voltage to the site.

b. Plumbing: Nominal plant pressures supplied to the site will approximately be as follows:

Air 100 PSI Water 75 PSI Steam 100 PSI

c. Drainage and waste: Unless otherwise specified in the contract solicitation, the contractor shall place drain lines and tie into existing sanitary, storm, or industrial waste lines as required.

16.0 SITE VISIT: A site visit is recommended to insure that the proposed equipment will be compatible with existing facilities.

17.0 SHIPPING, HANDLING, AND STORAGE: The contractor shall be responsible for all shipping, storage, and handling of the equipment and all materials. The Government will not be responsible for furnishing any labor, equipment, or warehouse space for the loading, unloading, and storing of any materials. The Government will make available if possible, space for a contractor furnished trailer or van for the storage of the materials. Trailer space will be made available as close to the job site as possible, depending on the parts stored in that area. Should the contractor not wish to furnish a trailer for equipment storage, then the contractor shall coordinate with procurement, Contracting Officer, the date at which time the contractor may deliver his equipment to the building. The existing systems (4) being removed shall be placed outside the building or on an ANAD truck for removal.

18.0 TRAINING: After installation of each crane (4) the contractor shall provide 1 hour training for one each of operation and maintenance of the equipment. Training shall be given at Anniston Army Depot during normal depot working hours. Cost for training shall be included in the total bid cost. Training shall be in the English language.

19.0 CLEANUP: The contractor shall remove all debris, scrap material, trash, ext. from the job site daily. All trash shall be disposed of off-depot at a landfill or other proper facility and proof of proper disposal shall be submitted to the Contracting Officer. ANAD will provide an outdoor location for the cleanup of contaminated material if requested by the contractor. No equipment will be provided by the Government to perform any of the work performed by the contractor.