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FBO DAILY - FEDBIZOPPS ISSUE OF OCTOBER 02, 2014 FBO #4695
DOCUMENT

Y -- WEST VIRGINIA NATL CEM, Project #912-M&R15-03, Replace irrigation booster pump at West Virginia National Cemetery. - Attachment

Notice Date

9/30/2014
 

Notice Type

Attachment
 

NAICS

221310 — Water Supply and Irrigation Systems
 

Contracting Office

Department of Veterans Affairs;NCA Contracting Service;75 Barrett Heights Rd. Suite 309;Stafford VA 22556
 

ZIP Code

22556
 

Solicitation Number

VA78614Q0388
 

Response Due

10/17/2014
 

Archive Date

12/1/2014
 

Point of Contact

KENNETH DOUGHERTY
 

Small Business Set-Aside

Service-Disabled Veteran-Owned Small Business
 

Description

VA786-14-R-0388 Pre Solicitation Notice for Irrigation Pump Installation Services For West Virginia National Cemetery, 42 Veterans Memorial Lane, Grafton, WV 26354 The magnitude for this project is: Less than $25,000 RFQ: VA786-14-Q-0388 - The Contractor shall furnish all equipment, parts, materials, labor and supervision necessary to install, no less than, a 3-HP in-line booster water pump/motor/system with components and accessories as necessary to supply water to the additional burial sections. Proposals for the booster pump/motor, piping and/or electrical system with graphical layout/representation is necessary for evaluation. The Construction Contractor must be licensed in the State of West Virginia. Scope of Work West Virginia National Cemetery requires the replacement of a booster water pump/motor for their existing water line. The booster pump is necessary to pump water for irrigation to additional burial sections at higher elevations. The Contractor shall furnish all equipment, parts, materials, labor and supervision necessary to install, no less than, a 3-HP in-line booster water pump/motor/system with components and accessories as necessary to supply water to the additional burial sections located at the West Virginia National Cemetery, 42 Veterans Memorial Lane, Grafton, WV 26354. Proposals for the booster pump/motor, piping and/or electrical system with graphical layout/representation is necessary for evaluation. The Construction Contractor must be licensed in the State of West Virginia. Work includes but is not limited to the following: a.Provide proposal with itemized cost estimate for the booster pump/motor, piping and/or electrical system with graphical layout/representation for evaluation. b.Remove existing water pump/motor c.Remove all PVC piping and valves within the vault d.Concrete vault to remain e.GE Transformer, Cutler-Hammer Heavy Duty Safety Switch, above ground Control Panel and all associated wiring, conduits and connections (inside and outside of the vault) to remain if feasible f.Provide and install a new 3 HP in-line booster water pump/motor/system compatible with the existing electrical and control system which is to remain and be reused with the proposed pump/motor as feasible. The Horse Power should not be less than 3 HP. g.Provide and install rubber bushings to mount the booster pump/motor h.Provide and install flex connectors on both sides of the in-line booster water pump/motor i.Provide and install new 3" Ductile Iron Piping with new ductile iron tees, valves, elbows, flange adapters, reducers and/or mechanical joints as necessary (not all inclusive) j.Provide and install a by-pass line (around the pump) with valve k.Provide and install pressure sensors on both sides of the in-line booster water pump/motor l.Provide and install all-metal blocking, mounting, clamps, supports and/or dunnage as necessary m.Secure and seal pipe penetration through vault walls n.Provide pre-testing of pump/motor, piping and electrical systems o.Provide corrections as necessary per pre-tests and conduct final testing p.Provide manuals and training to NCA personnel Performance Details 4.1 The Contractor shall complete all work within 21 calendar days after receipt of Notice to Proceed, subject to all terms, conditions, provisions and schedules of the contract. 4.2 The Contractor's place of performance is at the Government facility, West Virginia National Cemetery, 42 Veterans Memorial Lane, Grafton, WV 26354. 4.3 Travel 4.3.1 The Government anticipates Contractor travel under this effort to perform the tasks associated with the SOW, as well as to attend program-related meetings, conferences and draft request for progress payment meetings with the COR, throughout the period of performance. The Contractor shall include all estimated travel costs within the firm fixed price line items. These costs will not be directly reimbursed by the Government. 5.5 Prior to commencing work, general contractor shall provide proof that an OSHA certified "competent person" (CP) (29 CFR 1926.20(b)(2) will maintain a presence at the work site whenever the general or subcontractors are present. 5.6 Performance Metrics: The Government will develop and utilize a Quality Assurance Surveillance Plan (QASP) throughout the life of the contract and assure that the Contractor is following his quality control plan and performing the services required by this SOW in an acceptable manner. The Government reserves the right to alter or change the surveillance methods in the Government QASP at its own discretion. 5.7 Schedule: The Contractor shall furnish the COR with a schedule of approximate dates on which the Contractor intends to accomplish work in each specific area of the scope of work. In addition, the Contractor shall notify the COR two weeks in advance of the proposed date of starting work. 5.8 Submittals and Shop Drawings: Unless otherwise noted, submittals shall be made 14 days before commencing the work described in this Statement of Work. All submittals shall be submitted directly to the COR for approval. 5.9 Demolition: See removal of items in the work stated above. The intent is to retain the electrical and control components. It is understood that the proposed pump replacement system might include its own electrical and control components. All items removed by the contractor are to be disposed off-site except for the existing pump/motor to remain property of the Government. All refuse and garbage produced as a result of the contractor or project regardless of its origin is to be disposed off-site. 5.9.1 Protection 5.9.1.1 Perform demolition in such manner as to eliminate hazards to persons and property; to minimize interference with use of adjacent areas, utilities and structures or interruption of use of such utilities; and to provide free passage to and from such adjacent area. 5.9.1.2 Provide safeguards, including warning signs, barricades, temporary fences, warning lights, and other similar items that are required for protection of all personnel during demolition and removal operations. 5.9.2. In addition to previously listed fire and safety rules to be observed in performance of work: Wherever a cutting torch or other equipment that might cause a fire is used, provide and maintain fire extinguishers nearby ready for immediate use. Instruct all possible users in use of fire extinguishers. 5.9.3 Prior to beginning any demolition work, the Contractor shall survey the site and examine the statement of work to determine the extent of the work. The Contractor shall take necessary precautions to avoid damages to existing items to remain in place, to be reused, or to remain the property of the cemetery; any damaged items shall be repaired or replaced by the Contractor as approved by the COR. 5.9.4 Clean-up: On completion of demolition and site clearing and after removal of all debris, leave site in clean condition satisfactory to COR at the end of each day. Clean up shall include off the Cemetery Property disposal of all items and materials not required to remain property of the Government as well as all debris and rubbish resulting from demolition operations. 5.9.5 Restoration 5.9.5.1 Contractor shall remove, cut, alter, replace, patch and repair existing work as necessary. Contractor shall not disturb any water, steam, gas, or electric services without prior approval of the COR or Contracting Officer. Existing work to be altered or extended that is found to be defective in any way, shall be reported to the COR before it is disturbed. Materials and workmanship used in restoring work shall conform in type and quality to that of original construction, except as otherwise shown or specified. 5.9.5.2 Upon completion of contract, deliver work complete and undamaged. Existing work (lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work. All restoration work shall be accomplished without undue delay. 5.9.5.3 The Contractor, at its own expense, shall immediately restore to service and repair any damage caused by Contractor's workmen/sub-contractors to existing piping, conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems (including telephone - if applicable), to the work performed under this agreement, which are not scheduled for discontinuance or abandonment. 5.10 Installation: See items to be provided and installed in the work stated above. The Contractor shall layout the work and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to layout any part of the work. The Contractor shall be responsible for executing the work to the lines and grades needed to accomplish the work. All newly installed items are to result in a complete and usable operating system compatible with the existing electrical and control systems and properly fitted within the existing vault which is to remain. The intent is for the contractor to propose the appropriate pump and configuration that would best be able to use the existing electrical and control systems. But, it is understood that the proposed pump replacement system might include its own electrical and control components that might have to replace the existing components. If the existing electrical and control components are to remain testing of all installed equipment and components must include the proper operation of the existing electrical and control components to result in a complete and usable operating system. It is understood that part of the probable failure of the existing system is due to excessive vibration. Therefore, the intent is to mitigate vibration by: minimizing friction and turbulence; installing the booster pump in-line with the main water line feed; mounting the proposed pump/motor with rubber bushings, installing flex connectors on both sides of the in-line pump/motor; providing blocking and support for the proposed system; and, seal pipe penetrations through the vault walls preferably with a rubber compression type seal. See Specifications for all criteria. 5.11 Concrete Use wood, plywood, metal, or other materials, approved by the COR, of grade or type suitable to obtain type of finish specified. Material will be Portland Cement, ASTM C150, Type I or II. Design of concrete mixes using materials specified shall be the responsibility of the contractor as set forth under option c of ASTM C94. Compressive strength at 28 days shall be not less than 3000 psi. Inserts, sleeves, and similar items: flashing reglets, masonry ties, anchors, inserts, wires, hangers, sleeves, boxes for floor hinges specified as furnished under this section of specifications and required to be in their final position at time concrete is placed shall be properly located, accurately positioned and built into construction, and maintained securely in place. 5.12 Plumbing 5.12.1 Plumbing products A. Provide maximum standardization of components to reduce spare part requirements. B. Manufacturers of equipment assemblies that include components made by others shall assume complete responsibility for final assembled unit. 1. All components of an assembled unit need not be products of same manufacturer. 2. Constituent parts that are alike shall be products of a single manufacturer. 3. Components shall be compatible with each other and with the total assembly for intended service. 4. Contractor shall guarantee performance of assemblies of components, and shall repair or replace elements of the assemblies as required to deliver specified performance of the complete assembly. C. Components of equipment shall bear manufacturer's name and trademark, model number, serial number and performance data on a name plate securely affixed in a conspicuous place, or cast integral with, stamped or otherwise permanently marked upon the components of the equipment. 5.12.2 Compatibility of Related Equipment Equipment and materials installed shall be compatible in all respects with other items being furnished and with existing items so that the result will be a complete and fully operational system that conforms to contract requirements. 5.12.3 Electric Motors, Motor Control, Control Wiring All newly installed items are to result in a complete and usable operating system compatible with the existing electrical and control systems and properly fitted within the existing vault which is to remain. The intent is for the contractor to propose the appropriate pump and configuration that would best be able to use the existing electrical and control systems. But, it is understood that the proposed pump replacement system might include its own electrical and control components that might have to replace the existing components. If this is the case, provide electrical wiring, conduit, and devices as necessary for the proper connection, protection and operation of the systems. 5.12.4 Variable Speed Motor Controllers A. The combination of controller and motor shall be provided by the respective pump manufacturer, and shall be rated for 100 percent output performance. Multiple units of the same class of equipment, i.e. pumps, shall be product of a single manufacturer B. Motors shall be energy efficient type and be approved by the motor controller manufacturer. The controller-motor combination shall be guaranteed to provide full motor nameplate horsepower in variable frequency operation. Both driving and driven motor/fan sheaves shall be fixed pitch. C. Controller shall not add any current or voltage transients to the input AC power distribution system, nor shall be affected from other devices on the AC power system. 5.12.5 Arrangement and Installation of Equipment and Piping A. Coordinate location of piping, sleeves, inserts, hangers, and equipment, access provisions, and work of all trades. Locate piping, sleeves, inserts, hangers, and equipment. Follow manufacturer's published recommendations for installation methods not otherwise specified. B. Operating Personnel Access and Observation Provisions: Select and arrange all equipment and systems to provide clear view and easy access for maintenance and operation of all devices including, but not limited to: all equipment items, valves, filters, strainers, transmitters, sensors, and control devices. All gages and indicators shall be clearly visible by personnel. C. Equipment and Piping Support: Coordinate structural systems necessary for pipe and equipment support with pipe and equipment locations to permit proper installation. D. Location of pipe sleeves, trenches and chases shall be accurately coordinated with equipment and piping locations. E. Cutting Holes: 1. Cut holes through concrete and masonry by rotary core drill. Pneumatic hammer, impact electric, and hand or manual hammer type drill will not be allowed, except as permitted by COR where working area space is limited. 2. Locate holes to avoid interference with structural members such as beams or grade beams. Holes shall be laid out in advance and drilling done only after approval by COR. If the Contractor considers it necessary to drill through structural members, this matter shall be referred to COR for approval. F. Interconnection of Instrumentation or Control Devices: Generally, electrical and pneumatic interconnections are not shown but must be provided. G. Minor Piping: Generally, small diameter pipe runs from drips and drains, water cooling, and other service are not shown but must be provided. H. Protection and Cleaning: 1. Equipment and materials shall be carefully handled, properly stored, and adequately protected to prevent damage before and during installation, in accordance with the manufacturer's recommendations and as approved by the COR. Damaged or defective items in the opinion of the COR shall be replaced. 2. Protect all finished parts of equipment, such as shafts and bearings where accessible, from rust prior to operation by means of protective grease coating and wrapping. Close pipe openings with caps or plugs during installation. Tightly cover and protect fixtures and equipment against dirt, water, chemical, or mechanical injury. At completion of all work thoroughly clean fixtures, exposed materials and equipment. I. Concrete and Grout: Use concrete and shrink compensating grout 25 MPa (3000 psi) minimum. J. Install gages, thermometers, valves and other devices with due regard for ease in reading or operating and maintaining said devices. Locate and position thermometers and gages to be easily read by operator or staff standing on floor or walkway provided. Servicing shall not require dismantling adjacent equipment or pipe work. K. Switchgear Drip Protection: Every effort shall be made to eliminate the installation of pipe above electrical and telephone switchgear. If this is not possible, encase pipe in a second pipe with a minimum of joints. L. Inaccessible Equipment: Where the COR determines that the Contractor has installed equipment not conveniently accessible for operation and maintenance, equipment shall be removed and reinstalled or remedial action performed as directed at no additional cost to the Government. 5.12.6 Valves 5.12.6.1 Types A.Asbestos packing is prohibited. B.Check Valves: 1.Less than 80 mm (3 inches) and smaller): Cast bronze body and trim conforming to ASTM B 62, horizontal swing type, Y-pattern, bronze disk, stainless steel pin, MSS-SP-80, 850 kPa (125 pound) WSP. Class 150 valves meeting the above specification may be used where pressure requires or Class 125 are not available. 2.Larger than 100 mm (4 inches and larger): a.Iron body, bronze trim, swing type, vertical or horizontal installation, flange connections, 1375 kPa (200 pound) WOG. b.Ductile iron (ASTM A536) or malleable iron (ASTM A47) body, stainless steel or aluminum bronze trim, dual disc, spring loaded, non-slamming design with grooved ends for connection with mechanical grooved couplings. Consult manufacturer for appropriate elastomeric seal for intended service. The maximum working pressure shall be 3450 kPa (500 pounds psi), depending on size. C.Globe: 1.80mm (3 inches) or smaller: MSS-SP-80, Cast bronze bonnet and stem ASTM B62, class 850 kPa (125 pound) WSP, copper-silicon bronze stem. Disk shall be free to swivel on the stem. Composition seating surface disk construction may be substituted for all metal disk construction. Packing shall be a woven non-asbestos material, impregnated with not less than 25 percent, by weight, tetrafluoroethylene resin, malleable iron handle. 2.Larger than 80 mm (3 inches): Similar to above, except with cast iron body and bronze trim. 5.12.6.2 Installation A.General: Installation shall comply with the ICC International Plumbing Code and the following: 1.Install valves in accordance with manufacturers installation instructions. 2.Install valves with stem in horizontal position and in a position to allow full stem movement. 3.Install valves for each fixture or plumbing equipment in a manner to allow fixture or equipment removal without distribution system shut-down. 4.All valves shall be easily accessible. Install valve in each water connection to fixture. 5.After piping systems have been tested and placed into service but before final adjusting and balancing, inspect each valve for leaks; replace if necessary. 5.13 Testing A.Make tests as recommended by product manufacturer and listed standards, under actual or simulated operating conditions and prove full compliance with design and specified requirements. Tests of the various items of equipment shall be performed simultaneously with the system of which each item is an integral part. B.When any defects are detected, correct defects and repeat test. 5.14 Warranty: The contractor will guarantee all work for one (1) year. Project will be for 21 days from the date of award. This acquisition is for a 100% Service Disabled Veteran Owned Small Business Set-Aside. North American Industrial Classification System (NAICS) Code 221310 is applicable. Please reference Solicitation Number RFQ VA786-14-Q-0388 on all remittances. An electronic solicitation will be available for download from www.FedBizOpps.gov on or about October 3, 2014. Responses to the solicitation are due by 2:00 p.m., October 17, 2014. Offerors are advised that they are responsible for obtaining amendments to the solicitation which are available at FedBizOpps.
 

Web Link

FBO.gov Permalink
(https://www.fbo.gov/spg/VA/VANCA/VANCA/VA78614Q0388/listing.html)
 

Document(s)

Attachment
 

File Name: VA786-14-Q-0388 VA786-14-Q-0388.docx (https://www.vendorportal.ecms.va.gov/FBODocumentServer/DocumentServer.aspx?DocumentId=1658037&FileName=VA786-14-Q-0388-000.docx)

Link: https://www.vendorportal.ecms.va.gov/FBODocumentServer/DocumentServer.aspx?DocumentId=1658037&FileName=VA786-14-Q-0388-000.docx

 

Note: If links are broken, refer to Point of Contact above or contact the FBO Help Desk at 877-472-3779.
 

Place of Performance

Address: WEST VIRGINIA NATIONAL CEMETERY;42 VETERANS MEMORIAL LANE;GRAFTON, WV

Zip Code: 26354
 

Record

SN03538318-W 20141002/141001000514-b509354d8161c4dedaee5c60a0600b57 (fbodaily.com)
 

Source

FedBizOpps Link to This Notice
(may not be valid after Archive Date)

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