A11_22Q0014_Updated Combined Synopsis Solicitation.pdf

US Army Corps of Engineers

St. Louis District

Frank Russell Lift Stations Mark Twain Lake Project

Mark Twain Lake Project Office 20642 Highway J Monroe City, MO. 63456

COMBINED SYNOPSIS & SOLICITATION

W912P922Q0014

This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in Federal Acquisition Regulation (FAR) Subpart 12.6, "Streamlined Procedures for Evaluation and Solicitation for Commercial Items," as supplemented with additional information included in this notice.

This announcement constitutes the only solicitation; quotes are being requested and a separate written solicitation will not be issued. The Government intends to award without discussions.

Basis for award: The Government will award a contract resulting from this combined synopsis solicitation on the basis of the lowest evaluated price of (technically acceptable) responsible offers whose service meets the requirements as listed in the purchase description, statement of work, and schedule.

Solicitation Number: W912P922Q0014

This solicitation is issued as a Request for Quotation.

The solicitation document and incorporated provisions and clauses are those in effect through the date of posting.

This solicitation is set-aside for total small businesses associated with North American Industrial Classifications System (NAICS) code 237110 – Water Pumping or Lift Station Construction, size standard $39,500,000.

Please provide a completed copy of the provision at 52.212-3, Offeror Representations and Certifications

– Commercial Items with your offer.

CAGE Code:

DUNS Code:

Offeror Name:

Offeror Signature:

Date of Offer:

Submit offer to Elena Coleman Contract Specialist, via email at Elena.C.Coleman@usace.army.mil.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

SUPPLY/INSTALL LIFT STATION - FRANK RUSS

FFP

ELL (JOANNA) This is a 100% Small Business Set-Aside.The NAICS code for this projct is 237110 with a size standard of $39.5 million.

FOB: Destination

MILSTRIP: W81C8X20197502

PURCHASE REQUEST NUMBER: W81C8X20197502

PSC CD: N046

NET AMT

0002 1 Job

SUPPLY/INSTALL LIFT STATION - FRANK RUSS

FFP

ELL (CLEARVIEW) This is a 100% Small Business Set-Aside.The NAICS code for this projct is 237110 with a size standard of $39.5 million.

FOB: Destination

MILSTRIP: W81C8X20197502

0003 1 Job

SUPPLY/INSTALL LIFT STATION - FRANK RUSS

FFP

ELL (FLINT RIDGE) This is a 100% Small Business Set-Aside.The NAICS code for this projct is 237110 with a size standard of $39.5 million.

FOB: Destination

MILSTRIP: W81C8X20197502

Section C - Descriptions and Specifications

STATEMENT OF WORK

STATEMENT OF WORK/SPECIFICATIONS

FRANK RUSSELL CAMPGROUND LIFT STATION

MARK TWAIN LAKE

1. GENERAL.

1.1 SCOPE OF WORK. The scope of work includes furnishing and installing three, new fiberglass duplex lift stations complete with submersible pumps, piping, valves, controls and appurtenances. Equipment and components shall be furnished and installed new as specified herein.

1.2 CONTRACTOR. The "Contractor" is the individual whose contract bid was accepted by the U.S. Army Corps of Engineers and who has gained the responsibility of performing the duties governed by the specifications of this contract.

1.3 CONTRACTING OFFICER. The term "Contracting Officer" shall mean the person executing this contract on behalf of the Government, and any other officer or civilian employee who is acting on his/her behalf.

1.3.1 CONTRACTING OFFICER’S REPRESENTATIVE (COR). An individual designated in writing by the Contracting Officer to be responsible for administration of the contract and Quality Assurance Representative.

1.4 REQUIRED INSURANCE.

1.4.1 As required by the Contract Clause entitled “Insurance--Work on a Government Installation,” following award and prior to commencement of work, the Contractor shall furnish to the Contracting Officer a written statement as evidence of the following minimum insurance.

Workmen’s Compensation - Amounts required by applicable jurisdictional statutes.

Employer’s Liability Insurance - $100,000.00

Comprehensive General Liability Insurance - Bodily Injury - $500,000.00

Comprehensive Automobile Insurance

Bodily Injury - $200,000.00 each person

$500,000.00 each person Property Damage - $20,000.00 each accident

1.4.2 Statements of insurance shall be submitted to the following address:

St. Louis District, Corps of Engineers Mark Twain Lake Project Office 20642 Highway J Monroe City, MO 63456

1.5 SAFETY. This paragraph applies to contracts and purchase orders that require the Contractor to comply with EM 385-1-1 (e.g., contracts include the Accident Prevention clause at FAR 52.235-13 and/or other safety provisions). EM 385-1-1 and its changes are available at http://www.hq.usace.army.mil (at the HQ homepage, select Safety and Occupational Health). The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation. The Government may inspect all equipment and materials. Any equipment or material found not in conformity with the requirements of this contract shall be removed from Government property immediately. The Contractor shall develop and submit an Accident Prevention Program using the forms located in Appendices A-1, A-2, and A-3 together with a copy of the Company Policy on Safety.

1.5.1 References. The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the test by the basis designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10; (2002) Portable Fire Extinguishers

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1; (2003) Safety - Safety and Health Requirements

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA) 29 CFR 1910; Occupational Safety and Health Standards

1.5.2 Site Safety and Health Officer (SSHO). Site Safety and Health Officer (SSHO) shall be provided at the work site at all times to perform safety and occupational health management, surveillance, inspections and safety enforcement for the Contractor. The Contractor Quality Control (QC) person can be the SSHO on this project. The SSHO shall meet the following requirements.

1.5.2.1 Work on similar projects

1.5.2.2 10-hour OSHA safety class or equivalent within the last three (3) years

1.5.2.3 Competent person training as needed

1.5.3 Accident Prevention Plan (APP)

15.3.1 The Contractor shall use a qualified person to prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1 and as supplemented herein. Cover all paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, ‘Minimum Basic Outline for Accident Prevention Plan”. Specific requirements for some of the APP elements are described below. The APP shall be job-specific and shall address any unusual or unique aspects of the project or activity for which it is written. The APP shall interface with the Contractor’s overall safety and health program. Any portions of the Contractor’s overall safety and health program referenced in the APP shall be included in the applicable APP element and made site-specific. The Government considers the Prime Contractor to be the “controlling authority” for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP shall be signed by the person and firm (senior person) preparing the APP, the Contractor, the on-site superintendent, the designated site safety and health officer and any designated CSP and/or CIH.

1.5.3.2 Submit the APP to the Contracting Officer’s Representative (COR) for acceptance following award and prior to the post award conference for acceptance. Work cannot proceed without an accepted APP.

1.5.3.3 Once accepted by the COR, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP will be cause for stopping of work, at the discretion of the COR, until the matter has been rectified.

1.5.3.4. Once work begins, changes to the accepted APP shall be made with the knowledge and concurrence of the COR, project superintendent, SSHO and quality control manager. Should any hazard become evident, stop work in the area, secure the area, and develop a plan to remove the hazard. Notify the COR within 24 hours of discovery.

Eliminate/remove the hazard. In the interim, all necessary action shall be taken to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public and the environment.

1.5.3.5 Copies of the accepted plan will be maintained at the Mark Twain Lake Project Office. The APP shall be continuously reviewed and amended, as necessary, throughout the life of the contract. Unusual or high- hazard activities not identified in the original APP shall be incorporated in the plan as they are discovered.

1.5.4 Activity Hazard Analysis (AHA)

1.5.4.1 The Activity Hazard Analysis (AHA) format shall be in accordance with USACE EM 385-1-1. Submit the AHA to the COR for review following award and prior to the post award conference. Format subsequent AHAs as amendments to the APP. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity’s safety and health controls.

1.5.4.2 The AHA list will be reviewed periodically and updated as necessary when procedures, scheduling or hazards change.

1.5.4.3 The activity hazard analyses shall be developed for activities being performed. The AHAs will be developed by the contractor, supplier or subcontractor and provided to the prime contractor for submittal to the COR.

1.5.5.5 Emergency Medical Treatment. Contractors will arrange for their own emergency medical treatment.

Government has no responsibility to provide emergency medical treatment.

1.5.6 Reports

1.5.6.1 Accident Reports. For recordable injuries and illnesses, and property damage accidents resulting in at least $2,000 in damages, the Prime Contractor shall conduct an accident investigation to establish the root cause(s) of the accident, complete USACE Accident Report Form 3394 and provide the report to the COR within Two (2) calendar days of the accident. The COR will provide copies of any required special forms.

1.5.6.2 Accident Notification. Notify the COR as soon as practical, but not later than Four (4) hours, after any accident meeting the definition of Recordable Injuries or Illnesses or High Visibility Accidents, or property damage equal to or greater than $2,000. Information shall include contractor name; contract title; type of contract; name of activity, installation, or location where accident occurred; date and time of accident; names of personnel injured;

extent of property damage, if any; extent of injury, if known, and brief description of accident (to include type of equipment used, PPE used, etc. Preserve the conditions and evidence on the accident site until the Government investigation team arrives on-site and Government investigation is conducted.

1.5.6.3 Monthly Exposure Reports. Monthly exposure reporting to the COR is required to be attached to the monthly billing request. This report is a compilation of employee-hours worked each month for all site workers, both prime and subcontractor. The COR will provide copies of any special forms.

1.5.7 Meetings

1.5.7.1 Post Award Conference

1.5.7.1.1 Contractor representatives who have a responsibility or significant role in accident prevention on the contract shall attend the post award conference. This includes the project superintendent, site safety and health officer, quality control supervisor, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

1.5.7.1.2 The Contractor shall discuss the details of the submitted APP to include incorporated plans, programs, procedures, and a listing of anticipated AHAs will be developed and implemented during the performance of the contract. This list of proposed AHAs will be reviewed at the conference and an agreement will be reached between the Contractor and the COR as to which phases will require an analysis. In addition, a schedule for the preparation, submittal, review, and acceptance of AHAs shall be established to preclude delays.

1.5.7.1.3 Deficiencies in the submitted APP will be brought to the attention of the Contractor at the post award conference and the Contractor shall revise the plan to correct deficiencies and resubmit it for acceptance. Work shall not begin until there is an accepted APP.

1.5.7.2 Safety Meetings. Shall be conducted and documented as required by EM 385-1-1.

1.7 LOCATION AND CONTRACT LIMITS. The location of the work to be performed is at the Frank Russell Campground Recreation Area, Mark Twain Lake Project, Ralls County, Missouri.

1.8 SCHEDULE OF WORK. The Contractor shall perform all work between the hours of 7 a.m. and 5 p.m. Monday through Friday. No work shall be performed on weekends or holidays. All work shall be completed no later than 90 days after date of award. NOTE 1: The Contractor shall have 30 consecutive workdays to complete work at each location and have the station back in service once the lift station is taken out of service.

1.9 ACCESS. The Contractor shall be responsible for access to, into and through all locations. Access into and through Government property shall be by routes approved by the Contracting Officer in advance prior to entry.

Access through Government locked barricades or gates will be provided by the Government to the Contractor provided notification is given a minimum of twenty-four (24) hours in advance.

1.10 UNUSUAL CONDITIONS. The Contractor shall inform the Contracting Officer of any unusual conditions observed such as dumping or vandalism. NOTICE: The Contractor shall be required to cooperate with and coordinate with the Government any operations in and around any other Contractors, work crews, Government employees or the public which may be working or entering the area within the contract limits.

1.11 QUALITY CONTROL. The Contractor shall establish and maintain quality control for all operations to assure compliance with contract requirements and maintain records of his quality control for all construction operations.

1.12 WARRANTY. All items furnished under this section shall be warranted to be free from defect in workmanship and materials for a minimum period of one (1) year after date of start-up assistance.

1.13 REFERENCE PUBLICATIONS. These specifications, standards and descriptions are not available from Government sources. They may be obtained from the publishers listed below:

American National Standards Institute (ANSI) 11 West 42ND Street

New York, NY 10036 www.ansi.org

American Society of Testing and Materials (ASTM) 100 Barr Harbor Drive

West Conshohocken, PA 19428 www.astm.org American Society of Mechanical Engineers American Iron and Steel Institute ASME International Three Park Avenue New York, NY 10016-5990 www.asme.org

1140 Connecticut Ave. NW Suite 705 Washington D.C. 20036 www.steel.org

Underwriters Laboratories Inc. 333 Pfingsten Road Northbrook, IL 60062-2096 www.ul.com

2. FRANK RUSSELL CAMPGROUND LIFT STATIONS

2.1 SCOPE.

The Contractor shall furnish and install three, duplex grinder pump sewage lift station as a complete assembly, consisting of the following: two (2) submersible grinder pumps, fiber glass basin, guide rail base and station piping, guide grails, check and true union ball valves, unit accessories, float switches, duplex control panel, and supply one

(1) identical spare control panel. The motor shall be an integral part of the pumping unit and the pump discharge size shall be 1 ¼ inch. Basic details of installation of the lift station and components are shown in drawings.

The Contractor shall furnish and install three 4-foot diameter and 8-foot-deep fiberglass lift stations with duplex grinder pumps and control panels as a complete assembly. Location, excavation grades and depths for the installation of the new wet-well will be field located as shown on the attached drawings titled “Ready for Construction: Frank Russell Campground Full-Service Upgrades.”

The Contractor shall connect the electrical conduit/control panel to the wet-well.

The Contractor is responsible for providing a new service disconnect and all associated wiring and connection to existing panels as specified in drawings. The contractor is responsible for providing new breakers in the existing panels to feed the new service disconnect (all breakers shall match existing panels type). The control panel shall be connected to an existing electrical service disconnect located within 20 feet of lift station site. All electrical connections and materials shall be in accordance with the National Electric Code. All wiring shall be installed in appropriately sized conduit.

The Electric Supply company in this area is Ralls County Electric Coop (RCEC) and can be reached by phone at

(573) 985- 8711. If required, contractor is responsible for coordination with RCEC for all primary power disconnection or any work associated with RCEC owned devices.

2.2 PUMPS.

Furnish and install two (2) ABS Submersible Grinder Pumps for each lift station as described herein. LS shall receive submersible grinder pumps and the motor shall be connected for operation on a 230-volt, 60 HZ, single phase service and shall be an integral part of the pumping unit. The pump discharge size for LS shall be 1 ¼”. The grinder unit shall be capable of shearing and reducing to a fine slurry all material normally found in domestic and commercial sewage such as sanitary napkins, disposable diapers, cloth diapers, wash rags, wood, plastic, etc. The slurry shall be capable of freely passing through a 1 ¼ inch piping system including check and gate valves.

2 (CLEARVIEW)

Curve Number PE25/2W Design Point Flow, GPM 33

TDH, Fe e 77

Motor HP 3.35 Rated speed, RPM 3400 Power 230V-60-1

Lift Station # 2 (CLEARVIEW)

Design Point Flow, GPM 35

TDH, Fe e 76

Motor HP 3.35

Lift Station # 3 (FLINT RIDGE)

Design Point Flow, GPM 35

TDH, Fe e 76

Motor HP 3.35

2.3 PUMP CONSTRUCTION.

2.3.1 Self-Cleaning Wear Plate. The pump shall be of the centrifugal type with the rotating cutter mounted on the pump shaft directly against the impeller. The stationary cutter shall be mounted in an adjustable bottom plate. The bottom plate shall be cast with grooves threading outward from the center opening of the plate to the outer diameter.

The impeller shall be a multiple vane centrifugal type. The cutter material shall be similar to an AISI 440C stainless steel with the addition of cobalt, vanadium, and molybdenum for superior abrasion resistance and a hardness of 58- 62 Rockwell C.

2.3.2 Impeller. The impeller shall be constructed of corrosion resistant chilled gray iron and shall be of the semi-open, non- clogging, dynamically balanced single-vane design capable of passing a minimum of 1.25-inch spherical solids. The impeller shall have a slip fit onto a shaft and drive key and shall be fastened by a stainless-steel bolt.

2.3.3 Pump Volute. The pump volute shall be constructed of gray cast iron with smooth internal surfaces free of rough spots or flashing. The volute shall have a horizontal discharge.

2.3.4 O-Rings and Fasteners. All mating surfaces of the pump and motor shall be machined and fitted with BUNA-N O- Rings where water sealing is required. Sealing shall be accomplished by the proper fitting of the parts not by compression or special torque requirements.

2.3.5 Shaft and Bearings. The common pump and motor shaft shall be 420 stainless-steel supported by a heavy duty lower single row ball bearing and an upper sealed single row ball bearing, all models. The cutting elements and impeller shall be designed to keep the overhung load distance to a minimum. All fasteners shall be 304 stainless-steel.

2.3.6 Shaft Seals. Each pump shall be equipped with two seals. The lower seal (pump side) shall be of the mechanical type with silicon carbide faces. The upper seal shall be a lip type seal, mounted at a slight angle to the shaft

2.3.7 Seal Failure Warning System. An oil chamber shall separate the seals. An electronic probe shall be provided in the oil chamber to detect the leakage of water. Solid-state device mounted in the pump control panel or in a separate enclosure shall send a low voltage, low amperage signal to the probe. If water enters the oil chamber, the probe shall activate a warning light in the control panel.

2.4 SUBMERSIBLE ELECTRIC MOTOR. The motor shall be air-filled and shall have Class “F” insulation. The rotor and stator shall be enclosed in a cast iron outer housing. Bi-metallic thermal switches shall be imbedded in each phase of the winding to sense high temperature. The rating of the switch shall be 130 degrees C +/- 5 degrees C. The control circuit shall be connected through the bi-metallic switches so the motor is shut down should a high temperature condition exist. The switches shall be self-resetting when the motor cools. Power cable UL and CSA approved and shall have a minimum length of 30'. Oil filled motors are not acceptable.

2.5 DUPLEX CONTROL PANELS. The Contractor shall supply and install a duplex control panel manufactured in accordance with specifications below as a part of the duplex grinder pump sewage lift station assembly.

Additionally, the Contractor shall supply one (1) identical spare duplex control panel to the Government at the Mark Twain Lake Project Office.

2.5.1 Control Panel Requirements. It is the intent of these specifications that all motor controls and control components be supplied by a single supplier. Controls shall not be assembled on site. System supplier shall be a UL 508 certified facility and shall be regularly engaged in the manufacture of controls for the municipal water industry.

A company having at least five years’ experience in the construction of such control equipment shall assemble the pump control panel. Specific panel specifications and control component specifications are included within these documents.

2.5.1.1 Control Panel Installation. The bottom of the control panel shall be installed a minimum of 3 ½ feet above the surface of the ground. See sheet E-501, E-502, And E-503 for mounting details.

2.5.2 Control Panel Operation. Basic operation of the pumps will be as a pump-down, lead/lag, common “off” system with high level alarm. Operation of the lag pump shall be independent from the lead pump. Panel shall accommodate connection of floats with the following functionality:

(a) High Level

(b) Lag Demand

(c) Lead Demand

(d) Stop

2.5.2.1 Hand-Off-Auto Switch. Each pump shall be controlled through a “Hand-Off-Auto” switch. In the Auto position, the floats in the wet-well shall control the pump. A demand for each pump shall be delayed through adjustable time delay relays with a range of .1 - 10 seconds. Initially, lead demand time delay shall be set at 8 seconds; lag time delay shall be set at 16 seconds. Operation of the lag pump shall not be run through the lead float.

In the Hand position, the pump shall run continuously until the selector switch is turned to off or auto.

2.5.2.2 Thermal Trip. A thermal trip via a normally closed thermal switch in the pump shall stop the pump from running in either Hand or Auto, but the pump will resume operation when the switch automatically resets.

2.5.2.3 Alarm Circuit. An alarm circuit shall be activated when “high level” condition occurs.

2.5.3 Control Panel Equipment.

2.5.3.1 Enclosure. Control equipment shall be mounted in a NEMA 4X stainless steel enclosure that is a minimum size of 24 inches wide by 30 inches tall by 12 inches deep, equipped with a separate sub panel and inner door. All control switches, elapsed time meters, reset buttons indicating lights and circuit breaker toggles, and receptacle shall be mounted on the inner door. The outer door shall have a secure padlock hasp attached to the enclosure. (The padlock is to be provided by the owner.) All panel wiring and equipment layout shall be performed per NEMA specifications.

2.5.3.2 Power Distribution Block. The main power distribution block shall be 600 volts rated, 100-amp minimum capacity, sized for incoming power to the panel. Each pole of the block shall be supplied with a clear cover for operator protection.

2.5.3.3 Circuit Breakers. Individual thermal magnetic breakers shall be provided for branch disconnect service and short circuit protection of all motor and auxiliary circuits. Combination circuit breaker and overload mechanism shall not be allowed. Circuit breakers for motors and other loads shall have a minimum rating of 10,000 AIC (230-vac breakers) or 14,000 AIC (480-vac breakers). Provide two 1-pole, 15-amp circuit breakers for the following loads:

(a) Control circuit

(b) Panel G.F.I. receptacle

2.5.3.4 Contactors/Overload Relay. A magnetic across the line horsepower/current rated motor contactor with ambient temperature compensated overload relay shall be provided for each motor load served.

2.5.3.5 Receptacle. A 15-amp G.F.I. duplex receptacle connected to a separate circuit breaker shall be mounted on the control panel. A weatherproof guard or cover shall be installed over the receptacle.

2.5.3.6 Fuse holders and Fuses. A fuse for the control circuit shall be installed with a minimum rating of 5 amps (ampacity not to exceed relay contact rating). Fuse holders for control fuses shall be finger safe with neon light indication for a blown fuse.

2.5.3.7 Terminal Blocks. Numbered terminal blocks shall be supplied for all field terminations. Current capacity of terminal strips shall be equal to the load served. Terminal blocks shall be suitable for minimum 12 AWG wire at not less than 300 volts.

2.5.3.8 Time Delay Relays. Time delay relays shall be dial or D.I.P. switch selectable and shall have contact ratings of not less than 10 amps. Switch settings shall be labeled on the relay

2.5.3.9 Relays. Relays shall be general purpose plug-in relays with standard mounting configurations. The relays shall have the number of poles as shown on the drawings. The units shall have neon indicating lamp and test button integral to each relay.

2.5.3.10 Alternator. Provide an automatic electronic alternator for alternating pump operation on successive automatic cycles. Relay shall incorporate LED position indicators and a toggle switch to select pump #1 or pump #2 as the lead pump, or to allow automatic alternation.

2.5.3.11 Selector Switches. Selector switches shall be 30 mm oil tight type with lever operators and 10-amp contacts. Knob operators will not be accepted. Contact blocks shall be provided as required and shall be rated for a nominal voltage of 500 vac and 10 amps. Provide selector switches for the following functions:

(a) Pump “Hand-Off-Auto”

(b) Three-position

2.5.3.12 Pilot Lights. Pilot lights shall be push-to-test, oil-tight industrial units utilizing 120-volt bulbs (unless otherwise specified). Lenses lens shall be colored as shown on the drawings. LED type lights will not be acceptable.

Provide pilot lights for the following functions (per pump where applicable):

(a) Pump Run ……......Green

(b) Pump Seal Fail …...Amber

(c) Pump Thermal Trip …Red

(d) High Level …………Red

2.5.3.13 Pushbuttons. Pushbuttons shall be oil-tight industrial units. Contact blocks shall be provided as required and shall be rated for a nominal voltage of 500 vac and 10 amps. Provide push buttons for the pump thermal reset (One pushbutton resets both pumps)

2.5.3.14 Elapsed Time Meters. Provide an elapsed time meter for each pump controlled. Meter shall be 6-digit, non-resettable, reading in hours and tenths of hours.

2.5.3.15 Seal Fail Relay. Provide a conductance actuated moisture-sensing relay for each submersible pump controlled with field adjustable sensitivity.

2.5.3.16 Alarm Light. Provide a red strobe light mounted to the top, exterior of the enclosure. Minimum ratings shall be 1.5 Joules at 70 flashes per minute. The strobe light shall be fully sealed to prevent water from entering the enclosure and be attached by mounting screws from inside the enclosure to prevent tampering. The alarm light is to be activated by the high-level alarm float mounted in the wet-well.

2.5.3.17 Ground Buss/Lugs. Provide a ground lug sized for incoming power ground near the power distribution block. Provide a ground lug sized for pump ground near pump power wire terminations. Provide a ground buss for control equipment grounding, minimum 6 termination points.

2.5.3.18 Corrosion Inhibitor. Provide a corrosion inhibitor mounted inside the control panel.

2.5.3.19 Wiring. Power distribution wiring on the line side of panel fuses or circuit breakers shall be sized for the load served and be a minimum 12 AWG. Control wiring shall be minimum #16-gauge SIS type stranded wire for internal control panel circuits. All control wires shall be numbered at each termination corresponding to the master wiring diagram with clip-sleeve or heat-shrink type wire markers. Wrap-on or adhesive wire markers shall not be allowed. 120-vac wiring (except for neutrals) shall have red insulation. 120-vac neutral wiring shall have white insulation. 50-vac or less shall have yellow insulation. 12/24-vdc wiring shall have blue insulation.

2.5.3.20 Nameplates. Provide engraved phenolic nameplates, black letters on white background, for all internal devices such as contactors, circuit breakers, and relays; and for door-mounted devices such as selector switches, push buttons, and pilot lights. Nameplates shall be secured firmly to the panel.

NOTE: Contractor shall provide 2 each of the above listed control panels. One for field installation and one for project use.

2.6 FIBERGLASS BASIN. The pump station wet well shall be glass fiber-reinforced polyester basin with a minimum diameter of 48 inches and depth of 96 inches for the Joanna (#1), Clearview (#2), and Flint Ridge (#3) lift stations. The resins used shall be a commercial grade unsaturated polyester resin. The reinforcing materials shall be commercial grade “E” type glass in the form of a mat, chapped roving or roving fabric, having a coupling agent that will provide a suitable bond between the glass reinforcement and the resin. Fillers of any type shall not be utilized.

2.6.1.1 The exterior surface shall be relatively smooth with no sharp projections. Handwork finish shall be utilized to ensure that enough resin is present to eliminate exposed fibers. The exterior surface shall be free of delamination, exposed fibers, and blisters larger than 0.5 inches in diameter. The interior surface shall be resin rich with no exposed fibers. The surface shall be free of crazing, delamination, blisters, and wrinkles larger than 0.125 inches or greater in depth.

2.6.2.2 The wall and bottom laminates shall have a glass content of 30% ± 5% glass content by weight and resin content of 70% ± 5%. The basin shall have a pipe stiffness of 2.01 (ASTM D3753, 1984). The flexural modulus in the hoop and axial direction shall be a minimum of 800000 psi. The basin thickness shall be adequate to maintain structural integrity when installed in the conditions listed: 1) Soil modulus of 700 psi, 2) Soil density of 120 pounds per square foot and 3) Luscher’s safety factor of 2.

2.6.1.3. The fiberglass basin depth shall be of the size shown on the plans and shall be equipped with an anti-flotation ring on the bottom. The fiberglass basin shall be furnished with cast iron inlet hub(s) of the size and number shown on the plans. These shall be furnished loose for field installation. Internal piping and guide rail system shall be factory installed.

2.6.1.4 The basin shall be equipped with one (1) 1 ¼ inch NPT coupling for the discharge connection and one (1) 2-inch NPT for the electrical connection and float switch cables. These couplings shall be factory installed.

Additionally, a 6” and 8” cast iron inlet hub shall be shipped loose. Connection to gravity sewer will be performed by others.

2.7 PUMPBASE AND STATION PIPING. The pump base shall be permanently installed in the wet well and connected to the discharge piping. The pump slide bracket shall connect to the guide rail base automatically when lowered into place along a single guide rail. The sliding guide bracket shall not be an integral part of the pumping unit. The area under the pump shall be free and clear of any additional support legs or guides pipes to insure free entrance of solids to the impeller. No portion of the pump shall bear directly on the floor of the basin. The sliding bracket shall have a profile gasket to seal between the pump and the sliding bracket. When the pump is in position, the weight of the pump shall compress the gasket and seal connection. There shall be no need for personnel to enter the wet well to remove or reinstall the pumps.

2.7.1 Guide Rail. The pump guide rail shall be Schedule 40 stainless steel pipe and shall be threaded into the pump base. Pumps requiring two guide rails are not acceptable.

2.7.2 Discharge Piping. Each pump shall have a discharge pipe with a threaded brass swing check valve and threaded brass ball valve separated by a threaded brass union to allow their removal as shown. The ball valves shall have stainless steel extension handles that allow their operation from outside the station. There shall be no need for personnel to enter the wet well to operate the shut-off valves. The discharge pipe shall be Schedule 40 stainless steel pipe and 1 ¼ inch diameter. The Contractor shall install 1 ¼ inch stainless steel station discharge piping thru the wet-well. Connection to force main will be performed by others.

2.8 ACCESSORIES.

2.8.1 Lifting Chains. Pump lifting chains shall be sized and provided by the pump manufacturer. The chain shall be sized to accommodate the installed pump weight and shall be type 304 or 316 stainless steel. The chain length shall be five feet greater than the station depth.

2.8.2 Access Hatch. The access frame and cover shall be a Halliday R1R48 door panel, and have a ¼ inch thick one-piece, mill finish, extruded aluminum frame. Door panels shall be 1/4"aluminum diamond plate, large enough to allow pump removal and easy access for maintenance and reinforced to withstand a live load of 300 lbs. PSF. Doors shall open to 90o and automatically lock with stainless steel hold open arms with aluminum release handles. Doors shall close flush with the frame. Hinges and all fastening hardware shall be stainless steel. Unit shall lock with a non-corrosive locking bar and have a non-corrosive handle. The access hatch shall have a 2” coupling welded into the non-hinge able portion of the access plate. The coupling shall serve as the vent connection. Unit shall be guaranteed against defects in material and/or workmanship in accordance with manufacturer’s standard warranty.

2.8.3 Float Switches. Float switches shall contain a single pole mercury switch, which activates when the longitudinal axis of the float is horizontal and dictates when liquid level falls 1" below the actuation elevation. The casing shall be chemical resistant polypropylene and have an internal stabilizing weight. A PVC type STO, 2 - #18 AWG conductor cable shall protrude from one end of casing. One end of the cable is permanently connected to the glass enclosed mercury switch and the entire assembly is encapsulated to form a completely watertight and impact resistant unit. The electrical cable shall have a minimum length of 30'.

2.8.4 Cable Holder. One (1) stainless steel cable holder constructed of type 304 SS shall be provided. Each cable holder shall have six (6) hooks and be wall mounted.

Cable Grips. The pump and float switch cables shall be hung from their hooks with “Kellum” strain relief grips.

3. FIELD SERVICE, OPERATION AND MAINTENANCE MANUALS. The supplier of the lift station equipment and controls shall provide one (1) day of start-up service and operator training at each station unless otherwise instructed by the Government. The manufacturer’s representative shall provide written certification that the installation has been successfully started and pump stations can be put into service. Prior to final acceptance of the work, four (4) complete system manuals with operation and maintenance manuals for all the equipment provided, control system as-built drawings, and parts list shall be provided for each lift station prior to final acceptance.

4. CONTRACTOR FURNISHED EQUIPMENT AND MATERIALS.

4.1 GENERAL. All Contractor-furnished equipment and materials used in the performance of this contract shall be of suitable size and type and/or quality for the intended use. Except as otherwise provided herein, the Contractor shall provide all equipment necessary to perform the work described herein. Any materials found to be unsafe or not in conformity with the contract specifications shall not be used.

4.2 EQUIPMENT STORAGE. The Contractor will not be allowed to store any equipment on Government property unless approved in advance by the Contracting Officer. If approval is given for equipment storage, the Government assumes no responsibility for the safety or security of equipment left on Government property. Equipment shall be removed from the work site as soon as possible after the completion of the work described herein.

4.3 MATERIALS DELIVERY AND STORAGE. Materials shall be delivered to the site in a dry and undamaged condition and stored out of contact with the ground at a location approved by the Contracting Officer. Materials may be stored at the work site during continuous working days if notification is given to the Contracting Officer in advance. The Government assumes no responsibility for the safety or security of materials left on Government property.

4.4 MATERIALS TO BE FURNISHED BY THE CONTRACTOR. Except as otherwise provided herein, the Contractor shall furnish all materials necessary to perform the work described herein, including, but not limited to;

pumps, discharge bases, discharge pipe, valves, force-main, wet-well and lids, float switches, lifting chains, guide rail systems, control panel, posts, cable holder, topsoil, seed, mulch and other related materials.

5. SUBMITTALS. Within Five (5) days following award, and prior to commencement of work, the Contractor shall provide the following submittals as required by the specifications to the Contracting Officer. Submittals may be requested in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Submittals shall include items such as: Contractor’s, manufacturers or fabricator’s drawings;

descriptive literature including catalog cuts, diagrams, operating charts or curves; test reports; samples; parts lists;

certificates; and other such required submittals. Submittals requiring Government approval shall be Scheduled and made prior to the acquisition of the material or equipment covered thereby. Submittals required shall be for Government approval (GA) or for information only (FIO) and shall be submitted as listed below. Three copies of data for Government approval (GA) and two copies of data for information only (FIO) shall be submitted.

SD-03, Product Data

(a) Pump performance curves and tests procedures (GA)

(b) Complete technical data showing materials of construction, moments of inertia, weight, type, and length of cable (GA)

(c) Complete motor data including input kW, shaft BHP, full load amps, locked rotor amps, NEMA code letter, motor efficiency, power factor, and moment of inertia (GA)

(d) Guide Rail System (GA)

(e) Duplex Control Panel with a full set of shop drawings detailing the control system layout. The system layout shall include all mechanical, electrical, ladder diagrams, panel details to completely describe the system and system operation, product data and dimension sheets for all control system components. (GA)

(f) Details on accessories being supplied (GA)

(g) Manufacturer data for lid and access hatch (GA)

(h) Manufacturer data for piping, pipe couplers, plug valves and check valves. (GA)

(i) Bypass Pumping Plan (GA)

(j) SUBMITTAL DATA REQUIREMENTS: The contractor shall submit, as a minimum, the following data review and approval by the Government.

- Pump performance curves and tests procedures.

- Complete technical data showing materials of construction, moments of inertia, weight, type, and length of cable.

- Complete motor data including input kW, shaft BHP, full load amps, locked rotor amps, NEMA code letter, motor efficiency, power factor, and moment of inertia.

- Dimensional prints.

- Details on accessories being supplied.

- Installation guides.

- Technical manuals and parts list(s).

- A full set of shop drawings detailing the control system layout. The system layout shall include all mechanical, electrical, ladder diagrams, and panel details to completely describe the system and system operation.

Product data sheets and dimension for all control system components.

(k) Wet-well (GA)

5.2 SD-07, Certificates

(a) Confined Space Program (FIO)

(b) Control System Manufacturers Experience Record (FIO)

5.3 SD-10, Operation and Maintenance Data

(a) Operation and Maintenance Manuals for Pumps and Control Panel (GA)

5.4 TRANSMITTAL FORM (ENG 4025-R). The sample transmittal form (ENG Form 4025-R) shown in Appendix B shall be used for submitting the above data to the Contracting Officer in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. The form shall be submitted in original and one copy and shall be numbered sequentially.

6. GOVERNMENT FURNISHED MATERIALS.

6.1 MATERIALS. The Government will supply to the Contractor, for use only in connection with this contract, the following described materials in amounts and at times necessary for the use by the Contractor to provide the necessary work described herein. The Contractor will receive Government-furnished materials at the Mark Twain Lake Project Office, 20642 Highway J, Monroe City, Missouri. The Contractor shall evidence receipt of such materials by signing ENG Form 3059, Requisition on Warehouseman.

6.2 KEYS. The Government will furnish the necessary keys for access to the work site. The Contractor shall immediately report the loss of keys to the Contracting Officer. In the event that a government-furnished key is lost, the Contractor is responsible for reimbursement of all costs incurred by the Government for replacement of entire lock systems throughout the lake project which are affected by the lost key. Contractor costs shall include, but not be limited to, Government labor, replacement lock costs, replacement key costs, tumbler reworking, and all contracted labor costs required to replace lock systems. All lock systems required to be replaced will be equal quality to lock systems presently in place. The Government will determine the specific replacement lock system. NOTE:

DUPLICATION OF GOVERNMENT-FURNISHED KEYS IS NOT PERMITTED.

7. PERSONNEL.

7.1 LABOR REQUIRED. All employees required to satisfactorily perform the work described herein shall be furnished by the Contractor.

7.2 SUPERVISION. The Contractor shall provide adequate supervision of his employees to ensure compliance with the contract specifications. The Contractor shall furnish a telephone number and mailing address through which he can normally be contacted on a daily basis and must supply in writing the name(s) of his designated supervisor(s) who can be contacted on a daily basis.

8. PROTECTION OF RESOURCES.

8.1 PROTECTION OF THE ENVIRONMENT. This paragraph prescribes actions required for the prevention of environmental pollution during and as the result of operations under this contract. For the purpose of this specification, environmental pollution is defined as the presence of chemicals, physical or biological elements, or other agents which adversely affect human health or welfare; unfavorably alter ecological balances; affect other species or degrade the utility of the environment for aesthetic and recreational purposes. The control of environmental pollution requires consideration of air, water, and land; and involves noise, solid waste management of radiant energy and radioactive materials as well as other pollutants.

8.2 PROTECTION OF LAND RESOURCES. The contract areas on which the work is to be performed under this contract and the land resources adjacent thereto shall be preserved in their present condition.

8.3 PROTECTION OF WATER RESOURCES. Lakes, ditches, rivers, canals, waterways, or reservoirs shall not be polluted with fuels, oils, bitumen’s, calcium chloride, insecticides, herbicides, or other similar materials harmful to fish, shellfish, or wildlife or materials which may be a detriment to outdoor recreation.

8.4 PROTECTION OF GOVERNMENT FACILITIES AND STRUCTURES. The Contractor shall be responsible for restoring any Government facilities or structures damaged as a result of his operations. Reasonable care shall be used to avoid damage. Any such damage shall be repaired, or the items replaced as directed by the Contracting Officer at no cost to the Government. If the Contractor does not make such repair or replacement, the cost thereof will be deducted from payments to be made to him. The Contractor shall advise the Contracting Officer of any damage to the facilities due to vandalism or other causes on the day he first notices such damage.

8.5 REMOVAL OF MATERIALS AND RUBBISH. Before final payment is made, the Contractor shall remove from the site of work, all his equipment and unused materials provided by him, any waste materials and rubbish resulting from the operations performed herein. The methods and locations of disposal of materials, wastes, effluents, trash, garbage, oil, grease, chemicals, etc., shall be in accordance with all local, state and federal laws and regulations and will not enter project lands, lakes, ditches, rivers, canals, waterways, or reservoirs.

8.6 SITE WORK. Prior to final acceptance of the work, the lift station and valve vault sites shall be restored to original grade and condition. Work includes restoration of soil to original grade, seeding and mulching. The Contractor shall furnish additional topsoil as necessary to bring the grade of the surrounding ground elevation to within two inches of the new installed wet-well lids or to fill voids left over from any.

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A Government 0002 N/A N/A N/A Government 0003 N/A N/A N/A Government

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 15-SEP-2022 TO

01-MAR-2023

N/A CLARENCE CANNON POWER PLANT

JENNIFER D TORRENCE

US ARMY ENGR DIST ST LOUIS

20642 HIGHWAY J

MONROE CITY MO 63456-2959

573-735-4097 FOB: Destination

966482

0002 POP 15-SEP-2022 TO

01-MAR-2023

N/A (SAME AS PREVIOUS LOCATION)

0003 POP 15-SEP-2022 TO

01-MAR-2023

N/A (SAME AS PREVIOUS LOCATION)

Section G - Contract Administration Data

Section I - Contract Clauses

CLAUSES INCORPORATED BY REFERENCE

52.204-23 Prohibition on Contracting for Hardware, Software, and

Services Developed or Provided by Kaspersky Lab and Other Covered Entities

NOV 2021

52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment

NOV 2021

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.212-1 Instructions to Offerors--Commercial Products and Commercial Services

NOV 2021

52.212-3 Offeror Representations and Certifications--Commercial Products and Commercial Services

MAY 2022

52.212-4 Contract Terms and Conditions--Commercial Products and Commercial Services

NOV 2021

52.222-50 Combating Trafficking in Persons NOV 2021 52.223-18 Encouraging Contractor Policies To Ban Text Messaging

While Driving

JUN 2020

52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

NOV 2021

52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.204-7003 Control Of Government Personnel Work Product APR 1992 252.204-7015 Notice of Authorized Disclosure of Information for Litigation

Support

MAY 2016

252.204-7018 Prohibition on the Acquisition of Covered Defense Telecommunications Equipment or Services

JAN 2021

252.204-7020 NIST SP 800-171 DoD Assessment Requirements MAR 2022 252.225-7048 Export-Controlled Items JUN 2013 252.232-7010 Levies on Contract Payments DEC 2006 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.244-7000 Subcontracts for Commercial Items JAN 2021

Section J - List of Documents, Exhibits and Other Attachments

ATTACHMENTS

Appndix A – Accident Prevention Plan Frank Russell Overview Map with Lift Station Locations Frank Russell Campground Full Service Upgrades – Sep. 2021 Transmittal Form P. 1 Transmittal Form P. 2

Section K - Representations, Certifications and Other Statements of Offerors

CLAUSES INCORPORATED BY REFERENCE

52.204-26 Covered Telecommunications Equipment or Services--

Representation.

OCT 2020

52.209-11 Representation by Corporations Regarding Delinquent Tax Liability or a Felony Conviction under any Federal Law

FEB 2016

52.225-25 Prohibition on Contracting with Entities Engaging in Certain…