A02_Bid_Packet_for_Opossum_Creek_Waste_Water_Treatment_Plant_Update.pdf

Bid Packet for Opossum Creek Waste

Water Treatment Plant Update

Shelbyville, Illinois

Bid Schedule:

Item No. Description Estimated

Quantity Unit Unit Price Amount

0001 Opossum Creek WWT Upgrade

1 JOB

**The contactor shall furnish all labor, equipment, and materials necessary to replace the motors, pumps, valves, motor control panel, and electrical components, in accordance with all sections listed within the contact specifications.

STATEMENT OF WORK/SPECIFICATIONS

1. GENERAL.

1.1 SCOPE OF WORK. Supply, deliver and replace existing irrigation spray field pumps, duplex control panel, power feeders, electrical junction box and safety disconnect switches including stand, and all necessary accessories. Spray field system consists of an irrigation wet well with two vertical turbine pumps each rated 90 gpm at 155 feet of total dynamic head capacity with a check valve, gate valve and solenoid actuated globe valve on the discharge side of each pump. Pump operation is controlled by a timer system communicating with a duplex motor controller that alternates which pump should run and determines which globe valve should be closed. Pumps, check valves and gate valves shall be replaced with existing piping and wet well remaining in place. Replacement of equipment and components shall be furnished and installed new.

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 Shelbyville Lake Project Office 1989 State Highway 16 Shelbyville, IL 62565

1.5 CONFINED SPACE ENTRY. The existing wet wells are confined spaces and require a “Confined Space Entry Permit” to perform work in this space. The Contractor shall complete a confined space entry permit for approval to enter the space daily or for each successive entry period. The Contractor shall submit a copy of their confined space program in accordance with 29 CFR 1910.146 to the Government.

All work in this confined space shall be accomplished in accordance with OSHA requirements and safety requirements set forth in Corps of Engineers Manual, EM 385-1-1, entitled “Safety and Health Requirements Manual”.

1.6 SECURITY.

Access and General Protection/Security Policy and Procedures.

All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something). The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

1.7 SAFETY. This paragraph applies to contracts and purchase orders that require the Contractor to comply with EM 385-1-1 (e.g., contracts that 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 Appendix A together with a copy of the Company Policy on Safety.

1.7.1 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 ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA MG 1 (2016) Motors and Generators

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2002) Portable Fire Extinguishers

NFPA 70 (2017) National Electrical Code

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

1.7.2 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.

1.7.2.1 Work on similar projects

1.7.2.2 10-hour OSHA safety class or equivalent within the last three (3) years

1.7.2.3 Competent person training as needed

1.7.3 Accident Prevention Plan (APP)

1.7.3.1 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.

1.7.3.2 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.

1.7.3.3 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.

1.7.3.4 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.

1.7.3.5 Copies of the accepted plan will be maintained at the Shelbyville 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.

1.7.4 Activity Hazard Analysis (AHA)

1.7.4.1 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 activities safety and health controls.

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

1.7.4.3 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.

1.7.5 Emergency Medical Treatment. Contractors will arrange for their own emergency medical treatment. Government has no responsibility to provide emergency medical treatment.

1.7.6 Reports

1.7.6.1 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.

1.7.6.2 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.

1.7.6.3 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.

1.7.7 Meetings

1.7.7.1 Pre-Bid Meeting and Site Visit

There will be a pre-bid meeting and site visit held at the Opossum Creek Waste Water treatment facility on a date to be determined (TBD). All participants shall meet at the Opossum Creek Campground fee booth at a time TBD and will head to the treatment area as a group. Attendance is not required but strongly recommended. Opossum Creek Campground address is:

1598 N 2000 East Rd. Shelbyville, IL 62565 GPS: 39.44587, -88.77317

1.7.7.2 Post Award Conference

1.7.7.2.1 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).

1.7.7.2.2 The Contractor shall discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that 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.

1.7.7.2.3 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.

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

1.8 LOCATION AND CONTRACT LIMITS. The location of the work to be performed is at the

Opossum Creek Recreation Area, Lake Shelbyville Project, Illinois.

1.9 SCHEDULE OF WORK. The Contractor shall perform all work between the hours of 7 a.m. and 5 p.m. CST Monday through Friday. No work shall be performed on weekends or holidays. All work shall be completed no later than 120 days after contract award.

1.10 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 that notification is given a minimum of twenty-four (24) hours in advance.

1.11 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.

1.12 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.

1.13 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.

1.14 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 Water Works Association (AWWA) 666 West Quincy Denver, CO 80235 www.awwa.org

Underwriters Laboratories Inc.

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

American Society of Mechanical Engineers ASME International Three Park Avenue

New York, NY 10016-5990 www.asme.org

American Iron and Steel Institute 1140 Connecticut Ave. NW Suite Washington D.C. 20036 www.steel.org

2. DESCRIPTION OF WORK. Components to be furnished and installed shall conform to the following requirements.

2.1 Opossum Creek Recreation Area. The Contractor shall remove and replace two (2) vertical line shaft pumps complete with electric motors, discharge bases, discharge piping, check valves and gate valves at the irrigation station. In the operator building the duplex motor control panel shall be replaced and connected to the pumps. Contractor shall replace the motor feeder cables, safety disconnect switches and junction box including stand, and flexible conduit connections to new pump motors. All necessary electrical fittings, wire and hardware required to connect the system shall be the contractor’s responsibility.

Basic details of pump system components and valves are shown in Appendix C.

2.1.1 GENERAL. The existing pre-cast concrete wet well is approximately 6-feet in diameter and approximately 24-feet deep. Note: This is a “Confined Space Entry Permit” required space.

2.1.2 DEMOLITION AND REPAIR. The existing pumps, related bases, valves, electric conductors, duplex motor control panel, disconnect switches and junction box including stand shall be removed.

Electrical conduits may be reused except for the flexible conduit connections to new motors, these shall be replaced. The Contractor shall be responsible for repairing any physical damage caused to the existing wet-well during demolition and for the removal and disposal of waste water and debris. Deterioration of the wet-well discovered after dewatering shall be documented and submitted to the Contracting Officer. All demolished equipment and material become property of the contractor and shall be removed from Government property.

2.1.3 PUMPS. Furnish and replace vertical line shaft pumps as described herein. The motor shall be connected for operation on a 230 volt, 60 HZ, single phase service and shall be separable from rest of pumping unit. Manufacturer shall have installations of like or similar application with a minimum of 5 years service for this pump size.

Flow, GPM 90 TDH, Feet 155 Motor HP, rated 7.5 HP Max.

Speed RPM, rated 3550 RPM Max.

Power 230V-60hz-1ph

2.1.4 PUMP CONSTRUCTION.

2.1.4.1 Impeller. The impeller shall be of bronze construction conforming to ASTM B584, C83600. It shall be of one-piece construction, single suction. The waterways through the impeller shall have smooth contours devoid of sharp corners. The impeller is to be balanced and secured to the shaft by means of a stainless steel drive collet or a combination of a thrust washer, key and/or snap rings.

2.1.4.2 Bowls. The bowls shall be made of close-grained cast iron conforming to ASTM A48

CL30. Castings shall be free from blowholes, sand holes and shall be accurately machined and fitted to close dimensions. Bowls shall be flange connected. The casing shall be hydrostatically tested to 1.5 times the design head or 1.25 times the shutoff head whichever is greater.

2.1.4.3 Impeller Shaft. Impeller shaft shall be of stainless steel construction conforming to

ASTM A582 type 416 stainless steel. The shaft shall be supported by bronze or neoprene bearings located on both sides of each impeller. Impeller shaft coupling shall be of stainless steel construction conforming to ASTM A582 type 416 stainless steel.

2.1.4.4 Wear Rings. Impeller wear rings shall be of the radial-type. Bowl wear rings shall be of the radial-type. Wear rings shall be attached to the impellers and bowls using an interference fit. Wear rings shall be bronze conforming to ASTM, B505 C93200.

2.1.4.5 Pump Column. Pump column shall be of sufficient length to use existing structural supports inside wet-well and suspend bottom impeller off the floor of wet-well a suitable amount as determined by pump manufacturer. Column pipe shall be furnished in sections connected with threaded, sleeve-type couplings or flanged.

2.1.4.6 Lineshafts. Lineshafting shall be of ample size to transmit the torque and operate the pump without distortion or vibration. Shafting shall be of stainless steel construction conforming to ASTM A582 type 416 stainless steel. Lineshafting shall be water lubricated.

2.1.4.7 Discharge Head Assembly. The pump discharge head shall be of the above ground type of either cast iron or fabricated steel construction with an ANSI 125# discharge flange. The discharge head shall be of sufficient design to support the entire weight of the pump and driver. A drive shaft of the same material as the lineshaft shall extend through the sealing assembly of the discharge head and be coupled to a vertical hollow shaft driver. Discharge head openings shall be fitted with guards to prevent access to the rotating shaft and/or coupling.

2.1.4.8 Field Test Vibration Limitations. The limits of vibration as set forth in the standards of the Hydraulic Institute shall govern.

2.1.4.9 Testing. A certified factory hydrostatic and performance test shall be performed on each bowl assembly in accordance with Hydraulic Institute Standards, latest edition. Tests shall be sufficient to determine the curves of head, input horsepower, and efficiency relative to capacity from shutoff to 150% of design flow. A minimum of six points, including shutoff, shall be taken for each test. At least one point of the six shall be taken as near as possible to each specified condition.

2.1.5 ELECTRICAL. Furnish and replace two (2) new electrical motors as part of a complete pump system, two (2) new electrical disconnect switches and junction box including stand, new motor feeder conductors, one (1) new duplex motor control panel and all necessary conduit/fittings/hardware. Contractor responsible for integration of existing timer controller model Rain Bird ESP-LXME. All electrical equipment and workmanship shall meet the requirements of NFPA 70 National Electrical Code.

2.1.5.1 Electric Motor. Each electric pump motor shall be rated at no more than 7.5 hp/230 V/1-phase/60 Hz and shall be as recommended by the pump manufacturer. Motors 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 1307C +/- 57C. 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.

Single phase motors shall be of the capacitor start, capacitor run type for high starting torque

2.1.5.2 Disconnect Safety Switch. Switches shall be Heavy Duty Safety Switch type rated 60

A/600 V/3-pole. Two switching poles shall be utilized for 1-phase AC. Switches shall be housed in new NEMA 4X enclosures and installed in-place of existing disconnect enclosures using all new stainless steel mountingchannel/hardware.

2.1.5.3 Motor Feeder Conductors. Conductors shall be copper (CU) #6AWG with XLPE insulation meeting requirements of NEMA WC 70. PVC jackets not permitted. Conductors shall be installed between output terminals of contactors located in new duplex control panel in pump house and new disconnect safety switches. Contractor may reuse existing conduit between new duplex control panel and disconnect switches. New CU #6AWG conductors shall be installed between new disconnect switches and new pump motor terminals. Contractor shall replace existing liquid-tight flexible metal conduit LFMC to each new pump motor.

2.1.5.5 Duplex Motor Control Panel. The motor control panel shall be sufficient to operate the new motors, pumps, and be compatible with the existing Rain Bird ESP-LXME timer.

http://www.rainbird.com/landscape/products/controllers/ESP-LXME.htm. Control panel shall be powered from existing 100A circuit breaker (ckt 10, 12) located in existing 120/240V Power Panel. Duplex control panel shall include but not be limited to the following:

□ 100A Main Circuit Breaker

□ (2) 80A Motor Branch Circuit Breakers

□ (2) NEMA size 2 Motor Starters including electronic overload protection

□ Alternating Relay and necessary components

□ (2) RED Pump Running Pilot Lights

□ (2) GREEN Pump Off Pilot Lights

□ Pump Select selector switch

□ Hand-Off-Auto selector switch

□ (2) Pump Elapsed Time Meters

2.1.9 HARDWARE. All hardware, fabricated hangers, supports and brackets shall be 304 stainless steel.

2.1.10 PIPE AND VALVES. New piping, valves, and related accessories shall be provided inside the wet-well.

2.1.10.1 Station Piping. Replace flanged fittings within wet well, and provide new piping as needed to adapt new components to use existing 3” ductile iron discharge pipe leaving the wet-well. All new piping inside the wet–well shall be 3” schedule 40 stainless steel.

2.1.10.2 Ball Check Valves/Gate Valves. Each pump shall have a horizontal pipe with a flanged ball check valve and flanged gate valve. Valves shall be of materials and coatings suitable for the intended environment, and be provided with galvanic isolation from the rest of the piping if furnished in a material other than stainless steel.

2.3 DEWATERING AND GRAY WATER BYPASS. The Contractor shall be responsible for preventing sewage from entering the wet-well during the rehabilitation process, a shut off valve adjacent to the wet-well is available for use to facilitate this. The Contractor shall take measures to prevent and/or remove weather related flooding or damage to work in progress. Under no circumstances shall the Contractor permit bypassed sewage, combined sewage or storm-water to discharge into open gutters, onto or into the ground, or into sanitary sewers. The Government shall maintain water levels in adjacent lagoon so as to prevent overflow and preclude the need for bypass pumping; the Contractor is responsible for initial dewatering of pump wet-well.

2.4 SITE WORK. Prior to final acceptance of the work, the 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 top-soil as necessary to bring the grade of the surrounding ground elevation to within two inches of existing or to fill voids left over from equipment rutting.

2.5 FIELD SERVICE REQUIREMENTS. The supplier of the pumps and valves shall provide one (1) day of start-up service and operator training. The manufacturer’s representative shall provide written certification that the installation has been successfully started and pump stations can be put into service.

2.6 OPERATION AND MAINTENANCE MANUALS. Prior to final acceptance of the work, four

(4) complete system manuals with operation and maintenance manuals for all the equipment provided shall be provided prior to final acceptance.

3. CONTRACTOR FURNISHED EQUIPMENT AND MATERIALS.

3.1 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.

3.2 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.

3.3 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.

3.4 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, lids and hatches, float switches, lifting chains, guide rail systems, control panel, cable holder, top soil, seed, mulch and other related materials.

3.5 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, manufacturer’s 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.

3.5.1 SD-03, Product Data

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

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

c. Pump shop drawings, (GA)

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

e. Manufacturers data for check valve and gate valve, (GA)

f. Electrical Cable Data for Motor Feeder Conductors (GA)

g. Electrical Disconnect Safety Switches including mounting stand/hardware, (GA)

e. Duplex Motor Control Panel including single line diagram, (GA)

3.5.2 SD-07, Certificates

a. Confined space program, (FIO)

3.5.3 SD-10, Operation and Maintenance Data

a. Operation and maintenance manuals for pumps, (GA)

b. Operation and maintenance manuals for valves, (GA)

3.5.4 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.

4. GOVERNMENT FURNISHED MATERIALS.

4.1 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 Shelbyville Lake Project Office, 1989 State Highway 16, Shelbyville, Illinois. The Contractor shall evidence receipt of such materials by signing ENG Form 3059, Requisition on Warehouseman.

4.1.1 KEYS. The Government will furnish the necessary keys for access to the work site. NOTE:

DUPLICATION OF GOVERNMENT-FURNISHED KEYS IS NOT PERMITTED. 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.

5. PERSONNEL.

5.1 LABOR REQUIRED. All employees including a state licensed plumber required to satisfactorily perform the work described herein shall be furnished by the Contractor.

5.2 SUPERVISION. The Contractor shall provide adequate supervision of his employees to insure 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.

6. PROTECTION OF RESOURCES.

6.1 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.

6.2 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.

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

6.4 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.

6.5 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.