A22_Solicitation.pdf
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- Solicitation number
- W912EE20Q0077
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This combined synopsis/solicitation requests quotes for a firm-fixed-price contract to replace and install a water treatment plant at Sardis Lake. The U.S. Army Corps of Engineers, Vicksburg District is procuring this commercial item under a 100% small business set-aside, with a NAICS code of 333318 and size standard of 1,000 employees. Quotes are due by September 8, 2020 for furnishing and delivering one package biological wastewater treatment system, including removing the existing plant, in accordance with specifications provided in the performance work statement. The contractor must coordinate delivery with the government point of contact.
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| A22_Solicitation_Amendment_3.pdf | ||
| A22_Solicitation_Amendment_3.pdf | ||
| A22_Solicitation_Amendment_2.pdf | ||
| A22-Solicitation Amendment.pdf | ||
| Bid Schedule.pdf |
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REPLACE AND INSTALL CLEAR CREEK TREATMENT PLAT AT SARDIS LAKE
This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in FAR Subpart 12.6, as supplemented with additional information included in this notice.
This announcement constitutes the only solicitation; quotes are being requested and a written solicitation will not be issued.
Solicitation Number W912EE20Q0077 is being issued as a request for quote (RFQ) with the intent to issue one Firm-Fixed Price Contract. This solicitation is being issued under a 100%
Small Business Set Aside. The NAICS code for this procurement is 333318 – Water Supply and
Irrigation Systems; with a size standard of 1,000 employees. This procurement is being conducted in accordance with regulations at FAR Part 12 – Acquisition of Commercial Items and FAR Part 13 – Simplified Acquisition Procedures.
The U.S. Army Corps of Engineers, Vicksburg District, has a requirement to replace and install the water treatment plant at Sardis Lake.
PROJECT SPECIFICATIONS AND BIDDING SCHEDULE:
COMPLETE PROJECT SPECIFICATIONS AND BIDDING SCHEDULE ARE POSTED
AS AN ATTACHMENT TO THIS SOLICITATION.
TECHNICAL INQUIRIES AND QUESTIONS
Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at (https://www.projnet.org). Offerors are encouraged to submit questions at least 2 days prior to solicitation due date, in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary. To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access.
The Solicitation Number is: W912EE-20-Q-0077 The Bidder/Offeror Inquiry Key is: Z7Q3WR-FJD5N6
Specific Instructions for ProjNet Bid Inquiry Access:
1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.
2. Identify the Agency. This should be marked as USACE.
3. Key. Enter the Bidder Inquiry Key listed above.
4. Email. Enter the email address you would like to use for communication.
5. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.
6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.
7. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.
Bidders/Offerors are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry. The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.
The government intends to make one award for one firm fixed price contract. Offers for less than the required delivery will not be accepted. The Government intends to award without discussions while reserving the right to hold discussions if determined advantageous to the Government.
Offerors are encouraged to provide their best proposed pricing in their initial offer.
Veterans Employment Emphasis for U.S. Army Corps of Engineers Contracts
In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision
52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS 222.13 and Department of
Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:
Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx
Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/
Department of Veterans Affairs-VOW to Hire Heros Act http://benefits.va.gov/vow/
Army Wounded Warriors Program- http://wtc.army.mil/modules/employers/index.html
U.S. Chamber of Commerce Foundation-Hiring Our Heros http://www.hiringourheroes.org/
Guide to Hiring Veterans-Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-
_guide_to_hiring_veterans_0.pdf
Notes to Offerors:
!!!FAR PROVISION 52.204-24, REPRESENTATION REGARDING CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT, INCLUDED IN SECTION L OF THIS SOLICITATION, MUST
BE RETURNED WITH YOUR OFFER IN ORDER TO BE CONSIDERED FOR AWARD!!!!
Bidding Schedule must be returned with your quote.
Quotes are due Tuesday, September 08, 2020, not later than 12:00 p.m. CST, to U.S. Army
Corps of Engineers, ATTN: Genna S. Wall. Quotes may be submitted electronically via email, providing that they are complete and provide all required information to:
Genna.S.Wall@usace.army.mil. For information concerning this solicitation, contact Genna S.
Wall at the above email or by phone at 601-631-5826.
You are responsible for reading all information contained in this solicitation and all attachments if any posted with it.
Offerors should check the beta.sam.gov web site often for modifications to this solicitation.
Offerors are responsible for ensuring that their quotes arrive prior to the scheduled closing time.
Quotes must be clearly identified for Solicitation No W912EE-20-Q-0077 to the Attn. of
Genna S. Wall, Vicksburg District Contracting Office, CEMVK-CT-S.
The government intends to make one award for one firm fixed price contract. Offers for less than the required delivery will not be accepted. The Government intends to award without discussions while reserving the right to hold discussions if determined advantageous to the Government.Offerors are encouraged to provide their best proposed pricing in their initial offer.
http://www.fedshirevets.gov/index.aspx http://www.dol.gov/vets/ http://benefits.va.gov/vow/ http://wtc.army.mil/modules/employers/index.html http://www.hiringourheroes.org/ http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-_guide_to_hiring_veterans_0.pdf http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-_guide_to_hiring_veterans_0.pdf http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-_guide_to_hiring_veterans_0.pdf mailto:Genna.S.Wall@usace.army.mil
SEE ADDENDUM
(No Collect Calls)
W912EE20Q0077 27-Aug-2020
b. TELEPHONE NUMBER
601-631-5826
8. OFFER DUE DATE/LOCAL TIME
12:00 PM 08 Sep 2020
5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE
AUTHORIZED FOR LOCAL REPRODUCTION
PREVIOUS EDITION IS NOT USABLE
STANDARD FORM 1449 (REV. 2/2012)
Prescribed by GSA – FAR (48 CFR) 53.212
(TYPE OR PRINT)
(SIGNATURE OF CONTRACTING OFFICER)
ADDENDA ARE
26. TOTAL AWARD AMOUNT (For Gov t. Use Only )
23.
CODE 10. THIS ACQUISITION IS
SUCH ADDRESS IN OFFER
17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT
BELOW IS CHECKED
TELEPHONE NO.
W912EE9. ISSUED BY
18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK
7. FOR SOLICITATION
INFORMATION CALL:
a. NAME
GENNA S WALL
2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER
(TYPE OR PRINT)
30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER
30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA
0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.
25. ACCOUNTING AND APPROPRIATION DATA
1. REQUISITION NUMBER
20.
ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.
OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30
SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS
ARE NOT ATTACHED
27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED
(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE
SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:
. YOUR OFFER ON SOLICITATION
28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN
% FOR:SET ASIDE:UNRESTRICTED OR X
SMALL BUSINESSX
17a.CONTRACTOR/ CODE FACILITY
OFFEROR CODE
VICKSBURG CONTRACTING OFFICE
4155 CLAY ST
VICKSBURG MS 39183-3435
18a. PAYMENT WILL BE MADE BY CODE
RATED ORDER UNDER
DPAS (15 CFR 700)
13a. THIS CONTRACT IS A
13b. RATING
CODE15. DELIVER TO CODE W807PM 16. ADMINISTERED BY
12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-
TION UNLESS BLOCK IS
MARKED
SEE SCHEDULE
14. METHOD OF SOLICITATION
RFQ IFB RFPX
PR W2R9 ENDIST VICKSBURG
SEE SCHEDULE
4155 CLAY ST
VICKSBURG MS 39180-3435
TEL: FAX:
601-631-7261FAX:
TEL: 601-631- SERVICE-DISABLED
VETERAN-OWNED
SMALL BUSINESS
8(A)
HUBZONE SMALL
BUSINESS
SIZE STANDARD:
1,000
NAICS:
333318
X
OFFER DATED
29. AWARD OF CONTRACT: REF.
DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY
COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND
EMAIL:
TEL:
31c. DATE SIGNED
SEE SCHEDULE
SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT
24.22.21.19.
WOMEN-OWNED SMALL BUSINESS (WOSB)
ELIGIBLE UNDER THE WOMEN-OWNED
SMALL BUSINESS PROGRAM
EDWOSB
32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE
SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS
(CONTINUED)
PAGE 2 OF64
ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________
32a. QUANTITY IN COLUMN 21 HAS BEEN
RECEIVED INSPECTED
32b. SIGNATURE OF AUTHORIZED GOVERNMENT
REPRESENTATIVE
32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT
REPRESENTATIVE
32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE
37. CHECK NUMBER
FINALPARTIALCOMPLETE
36. PAYMENT35. AMOUNT VERIFIED
CORRECT FOR
34. VOUCHER NUMBER
FINAL
33. SHIP NUMBER
PARTIAL
38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY
41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT
41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE
42a. RECEIVED BY (Print)
42b. RECEIVED AT (Location)
42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS
STANDARD FORM 1449 (REV. 2/2012) BACK
Prescribed by GSA – FAR (48 CFR) 53.212
AUTHORIZED FOR LOCAL REPRODUCTION
PREVIOUS EDITION IS NOT USABLE
SEE SCHEDULE
20.
SCHEDULE OF SUPPLIES/ SERVICES
21.
QUANTITY UNIT
22. 23.
UNIT PRICE
24.
AMOUNT
19.
ITEM NO.
Section B - Supplies or Services and Prices
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 1 Job Furnish Clear Creek Sewage Trmt Plant
FFP
The contractor shall provide all labor, tools, equipment, transportation, parts, materials, and incidentals required to remove/dispose of existing treatment plant;
furnish and deliver one (1) package biological wastewater treatment system.
FOB: Destination
NET AMT
Section C - Descriptions and Specifications
SARDIS LAKE TRMT PLANT
PERFORMANCE WORK STATEMENT
For FY20 SARDIS – CLEAR CREEK TREATMENT
PLANT
SARDIS LAKE FIELD OFFICE
Scope of Work. The contractor shall provide all labor, tools, equipment, transportation, parts, materials, and incidentals required to remove/dispose of existing treatment plant; furnish and deliver one (1) package biological wastewater treatment system. The contractor shall be responsible for insuring all products and installation (where applicable) provided under this contract are in accordance with the terms and conditions outlined herein and conform to the manufacturer’s specifications industry standard practices, local state and federal regulations, and this Performance Work Statement (PWS).
Sardis Lake maintenance crew will prep site for extraction/removal of existing treatment plant so the new purchased treatment plant can be placed in exact location. This includes removing adjacent dirt around existing treatment plant and disconnection of connected pipes/conduit and utility connections for removal.
The contractor will be responsible for removal/extraction of old Waste Treatment Plant System from the prepared location. The contractor will be responsible for purchase, furnish and delivery of a new Waste Treatment Plant System into the vacated space left when removing old Waste Treatment Plant System.
Sardis Lake maintenance crew will provide fill dirt as needed to ensure area is level and meets the height requirements.
The contractor shall use extreme caution around the building and work area to ensure utility lines or structures are NOT damaged. The contractor will repair items incidentally damaged during construction; at no additional cost to the Government. Contractor shall deliver all equipment in a professional manner based on product specifications to ensure structure is safe for employee utilization.
Approximate location of existing waste treatment plant system to be replaced at Sardis Lake Project in Oxford, Mississippi: Latitude: 34.429 Longitude: -89.706
Removal of Debris / Old Waste Treatment Plant: Contractor shall be responsible for the disposal of the removed treatment plant syst m from the project location. Debris is to be hauled off-site and properly disposed of by contractor.
1.0 GENERAL
The contractor shall furnish and deliver one (1) package biological wastewater treatment system, complete and ready for operation in accordance with the project plans and specifications, as stated herein.
The equipment furnished by the manufacturer shall include, but not be limited to, tanks, painting, aeration piping, blower assemblies, clarifier mechanism, internal piping, walkways, electrical equipment and/or controls.
Installation of the ‘new’ wastewater treatment plant, mentioned herein the PWS and specifications, will be completed under a separate contract.
2.0 SYSTEM DESIGN PARAMETERS
The wastewater treatment system shall be an extended aeration, activated sludge type. The unit shall be designed for treating a total flow of 19,000 gallons per day with the influent characteristics as shown below. The system shall include an aeration chamber, hopper clarifier system, chlorination/dechlorination system, all essential tank chambers and component equipment necessary for efficient and proper plant operation. The following are the influent characteristics of the specified system:
Design flow: 19,000 gallons per day Peak hourly flow rate: not to exceed 2.5 times the design flow rate 5-day Biochemical Oxygen Demand
(BOD5):
200 mg/L
Total Suspended Solids (TSS): 200 mg/L Total Kjeldahl Nitrogen (TKN): 40 mg/L Water Temperature Range: 10 to 20 degrees C Elevation from sea level: Approx. 400 feet Air temperature range: 0 to 40 degrees C pH range: 6.5 to 8.5
It is assumed that no substances shall be placed in the system in quantities which are not biodegradable or are toxic to the biological organisms. The system shall be designed to handle the average daily flow fluctuation over a range of 50% to 100% of the design flow with the peak flow rate not to exceed the above value.
The treatment system shall be designed and constructed to provide effluent meeting the following requirements:
BOD5: 30 mg/L or less (mo. Avg) TSS: 30 mg/L or less (mo. Avg) Fecal Coliform: 126 cfu/100 mL or less Chlorine residual: ≥ 0.1 mg/L and ≤ 1.0 mg/L Dissolved oxygen concentration: Report, no permit limit
3.0 MANUFACTURE OF TANK CHAMBERS
All tank chambers shall be fabricated using 0.250-inch thick structural grade steel, ASTM A-36, joined by arc welding with fillets of adequate section for the joint involved. All walls shall be continuous and watertight and shall be supported as needed to limit distortion and deflections due to internal liquid load and external earth load pressures. Fabrication shall conform to the applicable requirements of AISC’s “Code of Standard Practice for Steel Buildings and Bridges". Connections shall conform to the requirements of the American Welding Society's “Structural Welding Code” and shall develop the full strength of the member. The aeration tank will also have reinforcing members as required. All other areas such as the floor, end walls, and internal bulkheads will be adequately reinforced.
The package system shall be factory prefabricated and assembled, to the extent possible, taking into consideration shipping and installation limitations. In addition, all internal tank piping shall be supplied and ended at the appropriate joint. All chamber surfaces shall be factory painted as described below.
Piping and valving provided shall be constructed of a minimum of schedule 40 galvanized steel pipe for the air delivery system. Sludge and Skimmer piping shall be constructed of a minimum of schedule 80 PVC. Paint specifications for pipes and valves are defined in the section below.
4.0 SURFACE FINISHES AND CORROSION CONTROL
All chamber surfaces to be painted shall be properly prepared in a workmanlike manner to obtain a clean and dry surface before paint is applied. All rust, metal fragments, dust, weld slag, mill scale and extraneous matter shall be removed from internal and external surfaces by means of cleaning by steel shot blasting to a near white condition per SSPC-SP10.
Traditional sand blasting surface preparation will not be allowed. Prior to painting the blasted surface profile shall be measurable to a range of 2.0 to 3.0 mils in accordance with
ASTM D4417.
The surfaces shall be in accordance with the following table:
Surface location: Interior
Immerse d
Interior Expose d
Exteri or Above Ground
Exteri or Below Ground
Exterior of Steel Pipe & Fittings
Coating type: Tneme c N69 Epoxy
Tneme c N69 Epoxy
Tneme c N69 Epoxy
Tneme c N69 Epoxy
Tneme c N69 Epoxy
Total Dry Film Thickness (mils):
8-10 mils 8-10 mils 8-10 mils 8-10 mils 8-10 mils
Cathodic corrosion protection shall be provided using magnesium anodes (minimum of 6), weighing 9 pounds each. These shall be buried by the contractor adjacent to the tank sides and provided with good electrical contact with the tank. The anodes shall come packed in separate protective bags filled with moisture control material. The copper lead wire shall be brazed to the core and insulated with coal tar at that point. The anodes shall be attached to the system at the connection provided, near the top of the tank. The connection will also be coated with a coal tar insulation. The anodes shall be located at least 5 feet from the tank structure and be at least 5 feet deep. Each of the anodes shall be located at the position shown on the drawing. Each anode is to be doused with 5 gallons of water prior to backfilling.
5.0 FOUNDATION
Contractor shall provide a foundation (where applicable) to support the new wastewater treatment plant. The foundation shall be designed by the project engineer and be adequate to support the new wastewater treatment plant system. In addition, it shall be level and flat as per the manufacturer’s requirements.
6.0 INLET CONNECTION
An influent connection to the wastewater system shall be provided. It shall consist of either an NPT or flange connection and sized as shown on plans.
A manual bar screen shall be provided within the aeration chamber as shown on the contract drawings. The bar screen shall be fabricated from one-half inch diameter bars spaced one-inch apart and arranged as shown on the drawings. The bars shall be sloped to permit easy cleaning of accumulated debris.
7.0 AERATION CHAMBER
A single aeration chamber shall provide a minimum total volume equal to 24 hours retention of the design flow. The aeration chamber shall be shaped on each side to prevent sludge accumulation, to enhance the rotation of the contents, and to minimize scum and froth accumulation. The proportion of the chamber width to depth, in the direction of rotation, shall not exceed 1.33 to 1. The velocity of rotation shall be enough to scour the bottom and prevent sludge filleting from occurring.
The air distribution manifold shall be designed to supply the air needs of the system and other ancillary equipment such as the air diffusers, airlift pumps, and scum skimmer, all of which shall draw from this single source of air.
Each diffuser drop assembly shall be constructed of SCH 40 galvanized piping and equipped with an air regulating and/or shutoff valve, a disconnecting union and a diffuser bar with non-clog air diffuser nozzles mounted on the tee bar. Minimum air volume shall be maintained to assure a sufficient rate for self-cleaning. The diffusers shall be parallel to and near the base of the chamber sidewall and at an elevation which will provide the optimum diffusion and mixing of the chamber contents. The oxygen transfer capacity of each diffuser shall be such that an adequate supply of oxygen will be maintained in the aeration chamber to meet treatment requirements of the design sewage load. The air diffuser shall be of the air check diaphragm type constructed with a diaphragm mounted on top of the diffuser body.
The diffuser will be supplied with standard male pipe thread connections.
The sludge and skimmer piping shall be constructed of SCH 80 PVC and clamped to the tank in accordance with the approved shop drawings.
8.0 CLARIFIER CHAMBER
The hopper-style clarifier chamber shall be sized to provide a minimum of four (4) hours retention based upon the same design flow rate governing the aeration chambers and shall have proper baffling to prevent short circuiting and to provide maximum uniform solids settling area. Settled sludge shall be returned from the clarifier floor sludge well to the aeration chamber by the positive sludge return system, consisting of an airlift pump.
The clarifier effluent shall pass over the edge of the baffled adjustable effluent weir into the effluent trough and then out the chamber. The weir plate will be constructed of 1/8" stainless steel or PVC sheet.
9.0 AIRLIFT SLUDGE RECIRCULATION SYSTEM
Installed within the clarifier chamber will be a positive sludge re-circulation system, for returning the settled sludge. It shall consist of airlift sludge return assemblies meeting the following specifications: The airlift pump system shall have the re-circulation capacity ranging from 0% to 150% of the design flow. The airline supplying air to the pump shall be equipped with a needle valve which can vary the capacity of the pump. The airlift pump shall be firmly supported and shall be equipped with a clean-out plug to allow for easy cleaning and maintenance. The return line shall be sized as follows:
Model Diamete r Quantit y B-20.0 3-inch 2
10.0 AIRLIFT SCUM RECIRCULATION SYSTEM
Installed within each clarifier chamber for controlling and returning the floatables and scum, is a positive scum and skimming re-circulation system. It shall consist of two 2” diameter airlift skimming devices. The skimming devices shall be of the positive airlift pump type, located in a position to skim and return floating material to the aeration chamber. The airline supplying air to the skimming device shall be equipped with a needle valve to regulate the rate of return. The scum intake shall be equipped with an adjustable assembly which will enable exact positioning of the skimmer at water level without placing a hand under the water.
The discharge port shall be sloped to enable the operator to determine the flow rate.
11.0 AIR SUPPLY SYSTEM
For supplying the air requirements of the wastewater treatment system, two positive displacement blower packages shall be furnished and installed at the locations shown on the plans or on the approved shop drawings. Each blower motor unit shall have the capacity of supplying 100% of the wastewater system’s air requirements. Each unit shall be completely factory built and tested before shipping.
The units shall be capable of delivering 9 5 SCFM at an operating pressure of 5 psi. The blower shall be manufactured by Sutorbilt Blower Division Company, Compton, California; or approved equal. The model number of the blower is 3M. The motor shall be 5 horsepower for operation on _ Volt, _ - phase, _ cycle service at 2,325 RPM.
The blower shall be mounted on a fiberglass base. The base shall be designed to support the blower and motor unit. Furthermore, the base shall have a light-colored finish.
The blower shall be connected to the motor by means of a "V" belt drive unit. The "V" belt drive unit shall be designed for easy adjustment. The "V" belt drive will enable speed adjustment of the blower unit in those applications where flow varies. The motor will be furnished with an adjustable motor mounting base.
Each blower shall be fitted with an air inlet filter type noise silencer. For connecting to the air manifold, the blower shall be fitted with a flexible rubber hose coupling with stainless steel clamps.
Each blower and motor shall be enclosed with a fiberglass weatherproof enclosure. The weatherproof hood shall be designed for easy access to service the blower, motor, filter, or "V" belt drive unit. It shall be equipped with a lifting handle and locking facilities. All enclosure surfaces shall be properly prepared in a neat manner to obtain a smooth, clean dry surface. The enclosure shall have a light-colored finish.
Each blower motor unit shall be mounted on vibration pad dampers. This will help reduce blower vibration and noise transmission. For purposes of determining the blower performance, and/or diffuser condition, a pressure relief valve and pressure gauge shall be mounted in the air manifold.
12.0 MAIN BLOWER ELECTRICAL CONTROL PANEL
An electrical control panel shall be installed within a NEMA 4X weatherproof enclosure complete with a mounting pedestal or legs when required by the approved shop drawings.
The electrical panel shall control the operation of all the auxiliary component equipment requiring electrical power. The blower motor unit operation time will be controlled by the blower timer. The plant operator shall control the operation time. The necessary selector switches shall be provided to allow either automatic or manual operation of the auxiliary equipment.
The electrical controls shall consist of IEC starters, timers, and selector switches necessary.
Properly sized circuit breakers or fuses shall protect all electrical equipment and circuitry.
All wiring and electrical conduit required shall be furnished by and installed by the contractor. The electrical control panel shall be detached for shipping purposes. The main power supply shall be _ Volt, _ - phase, _ cycle service. A power block in the control panel shall be supplied for the electrical connection.
The control panel shall be completely factory assembled and tested prior to shipment.
Controls shall be mounted to a removable sub-panel within the enclosure and shall be wired and spaced in accordance with the latest National Electric Code.
All wiring conductors within the control console shall be UL type MTW, stranded #14 AWG minimum, rated at 110 volts. Power wiring shall be color coded per National Electric Code standards. Control wiring shall be numbered on each end with a permanent heat-shrinkable sleeving made of flexible, irradiated, flame- retardant polyolefin.
13.0 SERVICE WALKWAY AND HANDRAILS
A service walkway shall be provided for safe access to all operational equipment, valves and other controls. Grating panels shall be skid resistant steel and shall be designed to support 80 pounds per square foot.
A handrail shall be provided around the perimeter of the service walkway to provide safety when servicing the plant equipment. The handrails shall consist of two-rail aluminum, galvanized orpainted steel pipe.
The stanchions shall be bolted directly to the tank structure using the furnished bolt holes.
14.0 CHLORINE/DECHLOR CONTACT CHAMBER
A baffle type chlorine and dechlor contact chambers shall be provided and constructed as an integral part of the treatment system. The contact chamber shall be located immediately following the clarifier and the dechlor chamber shall immediately follow the chlorine disinfection chamber. Each tank shall be sized for a 30-minute retention of the design flow rate or per state requirements. Baffles shall be provided to prevent short circuiting and shall be designed to keep floating material from leaving the chamber.
Flow baffles will be supplied to assure proper mixing of the chlorine and dechlorination solution with the system effluent. The tablet chlorinator feeder shall be per the approved shop drawings.
15.0 EFFLUENT CONNECTION
The effluent connection of the secondary treatment system shall be located as shown on the plans and shall be either an NPT or flange connection.
16.0 FIELD ASSEMBLY (WHERE APPLICABLE)
The package treatment system shall be completely assembled by the contractor at the location shown on the plans. It shall be assembled and installed in accordance with the manufacturer’s recommendations and guidelines. The manufacturer is required to conduct a preconstruction conference with any contractor and subcontractor personnel present who will be involved in the project.
The following is an overview of the contractor's responsibilities regarding installation of the system. These items are part of the package plant pay items and no additional payment will be made for these items or any other items normally considered to be ancillary to a package wastewater treatment plant:
1. Provide a crane or equipment and operator for off-loading and setting of the wastewater treatment system onto its foundation pad. Attach the anchoring mechanisms to the foundation pad as shown on plans.
2. The package system shall be delivered to the project site with most of the component equipment installed in position. Due to shipping restrictions, some of the ancillary equipment such as the blower motor units and the electrical control panel, handrails and gratings may have been disconnected or left unassembled. The field crew will be responsible for assembling these items into their proper positions, including the re-assembly of any piping, valving and wiring which may have been disconnected for shippingpurposes.
3. All areas requiring touch up painting shall be painted by the Contractor.
4. An adequate access road to the plant site shall be provided to enable delivery and offloading of the system at the project site.
E. The Contractor shall install service handrails.
F. All site utilities to the system and tie-ins (connections) to the system. The electrical power requirements at the main power block or main circuit breaker shall be per the approved submittal documents. Each subpanel required will also be connected to the main power by the Contractor.
G. The foundation pad for setting the system onto is to be furnished by the Contractor.
H. To prevent flotation of the system, it shall be filled with water by the Contractor prior to backfilling and after the drain plugs have been installed.
I. Prior to backfilling, the magnesium anode packages are to be set into position and the wire leads from the anode package are to be connected to the connection points on the system.
J. Complete backfill, finish grade and placement of gravel around the outside perimeter of the system in accordance with the plans and specifications.
17.0 MANUFACTURER EXPERIENCE REQUIREMENTS
The manufacturer shall have at least 30 years of experience in the design and fabrication of package wastewater systems and shall be actively engaged in the design and fabrication of the specified system currently. The manufacturer must have documented and proven history of field support and troubleshooting expertise dating back at least 25 years. Any alternative manufacturer, and their design and product details must be submitted to the engineer for consideration at least fourteen (14) days prior to the scheduled bid date in order to allow adequate time for review by the engineer. Alternative systems will not be allowed on this project unless they are approved prior to the bid date.
18.0 STARTUP (WHERE APPLICABLE)
At the time the wastewater treatment system is filled with water or sewage, all power connections will have been completed, and all equipment will be ready for operation. A representative of the manufacturer shall instruct the owner's representative on the proper operation and maintenance of the wastewater treatment system including instructions on conducting all required operational tests. Within 2 weeks of system startup the manufacturer's representative shall furnish a service manual on the equipment installed within the wastewater treatment system.
19.0 WARRANTY
The manufacturer of the wastewater treatment system shall guarantee for one (1) year from the date of shipment that the system and all component equipment shall be free from defective materials and workmanship. The manufacturer shall furnish replacement parts for any component considered in the opinion of the manufacturer to be defective during this warranty period.
Defective Items: The contractor shall provide a standard commercial warranty and perform the rework at no additional cost to the government.
Hours of Operation: The contractor shall be available between the hours of 0700 and 1630 Monday through Friday (except federally observed holidays), to receive verbal notification of any order.
Contractor shall provide the owner with one complete copy of the manufacturer’s installation instructions and maintenance kit at the end of the installation. During the delivery/installation the site will be kept clean of debris and trash. Tools and materials will be removed on a daily basis. Materials may be stored on site with appropriate protective measures and approval by the owner’s representative.
Government Furnished Property (GFP): Government Furnished Property (GFP) is not applicable to the performance of this contract.
Refuse Removal: Contractor shall be responsible for the disposal of removed treatment plant material collected from site. Debris is to be hauled and disposed of by contractor from Sardis Lake Project once job has been completed per industry standard practices.
SECURITY REQUIREMENTS FOR UNCLASSIFIED CONTRACTS
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.
For contractors who do not require CAC, but require access to a DoD facility or installation. Proposed language: Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.
I-Watch: 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.
All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.
The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award."
NOTE: When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.
Inspection and Acceptance: Price shall include ALL work required to provide a complete and useable treatment plant at the Sardis Lake Project location in Oxford, Mississippi. Principle features of work include: removal/disposal of existing treatment plant, purchase, and delivery of new wastewater treatment plant as specified herein.
DELIVERY INFORMATION:
DELIVERY SHALL BE MADE WITHIN (180) DAYS OF RECEIPT OF PURCHASE
ORDER.
U.S. ARMY CORPS OF
ENGINEERS SARDIS
LAKE FIELD OFFICE
2400 HIGHWAY 315 SCENIC ROUTE
SARDIS, MS 38666
POC: ALTON POLLAN (662) 712-1150 OR CARTER BRANDON (662)
712-1169 TO MAKE DELIVERY ARRANGEMENTS
MAIL ORIGINAL
INVOICES TO:
USACE - FINANCE
CENTER ATTN:
DISBURSING
5722 INTEGRITY DRIVE
MILLINGTON, TN 38054-5005
MAIL A COPY OF ALL
INVOICES TO: USACE –
SARDIS LAKE FIELD
OFFICE
POC Tbd
Section G - Contract Administration Data
GENERAL INFORMATION
NOTE: An Offeror is required to be registered in SAM when submitting an offer or quotation, and shall continue to be registered until time of award, during performance, and through final payment of any contract, basic agreement, basic ordering agreement, or blanket purchasing agreement resulting from this solicitation.
Only a warranted Contracting Officer acting within their delegated limit has the authority to issue modification or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract you shall not proceed with the change and shall immediately notify the Contracting Officer.
PERIOD OF PERFORMANCE: Supply and Instal before 180 days after award date
COORDINATION OF DELIVERY: All work shall be coordinated with the Government POC, which will be chosen upon award.
INVOICE INSTRUCTIONS:
PAYMENTS WILL BE MADE BY:
USACE - FINANCE CENTER
ATTN: DISBURSING
5722 INTEGRITY DRIVE
MILLINGTON, TN 38054-5005
5. A PROPER INVOICE MUST BE IN ACCORDANCE WITH FAR 52.212-4(g)
6. SUBMIT INVOICE VIA
TO:CEFCB4invoices@usace.army.mil
OR VIA MAIL TO:
USACE - FINANCE CENTER
ATTN: DISBURSING
5722 INTEGRITY DRIVE
MILLINGTON, TN 38054-5005
TO AVOID DELAY IN PAYMENT A COPY MUST ALSO BE SENT TO THE TECHNICAL POC VIA
EMAIL OR MAIL:
INVOICES MUST BE SUBMITTED TO BOTH LOCATIONS ABOVE IN ORDER FOR PAYMENT
TO BE PROCESSED
(3) IF MORE THAN ONE INVOICE IS REQUIRED, THE CONTRACTOR’S FINAL INVOICE SHALL BE
SUBMITTED WITHIN 45 DAYS AFTER THE FINAL PERIOD OF PERFORMANCE DATE SPECIFIED
IN THE CONTRACT. THE INVOICE MUST BE CLEARLY MARKED “FINAL” AND SUBMITTED
AS OUTLINED ABOVE.
IN ADDITION A COPY MUST BE SENT VIA EMAIL OR MAIL TO:
EMAIL: TBD
W912EE20Q0077
P OINTS OF CONTACT:
CONTRACTOR POINT OF CONTACT:
TBD
GOVERNMENT TECHNICAL POINT OF CONTACT:
TBD
GOVERNMENT CONTRACTING POINT OF CONTACT:
Genna S. Wall
PHONE:
601-631-5826 EMAIL: Genna.S.Wall@usace.army.mil
Section I - Contract Clauses
CLAUSES INCORPORATED BY REFERENCE
52.204-18 Commercial and Government Entity Code Maintenance AUG 2020 52.204-23 Prohibition on Contracting for Hardware, Software, and
Services Developed or Provided by Kaspersky Lab and Other Covered Entities.
JUL 2018
52.232-40 Providing Accelerated Payments to Small Business Subcontractors
DEC 2013
252.203-7000 Requirements Relating to Compensation of Former DoD Officials
SEP 2011
252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting
DEC 2019
252.211-7008 Use of Government-Assigned Serial Numbers SEP 2010 252.225-7012 Preference For Certain Domestic Commodities DEC 2017 252.232-7003 Electronic Submission of Payment Requests and Receiving
Reports
DEC 2018
252.232-7010 Levies on Contract Payments DEC 2006 252.244-7000 Subcontracts for Commercial Items JUN 2013
CLAUSES INCORPORATED BY FULL TEXT
52.204-13 SYSTEM FOR AWARD MANAGEMENT MAINTENANCE (OCT 2018)
(a) Definitions. As used in this clause--
Electronic Funds Transfer (EFT) indicator means a four-character suffix to the unique entity identifier. The suffix is assigned at the discretion of the commercial, nonprofit, or Government entity to establish additional System for Award Management (SAM) records for identifying alternative EFT accounts (see subpart 32.11) for the same entity.
Registered in the System for Award Management (SAM) means that--
(1) The Contractor has entered all mandatory information, including the unique entity identifier and the EFT indicator (if applicable), the Commercial and Government Entity (CAGE) code, as well as data required by the Federal Funding Accountability and Transparency Act of 2006 (see subpart 4.14), into SAM;
(2) The Contractor has completed the Core, Assertions, Representations and Certifications, and Points of Contact sections of the registration in SAM;
(3) The Government has validated all mandatory data fields, to include validation of the Taxpayer Identification Number (TIN) with the Internal Revenue Service (IRS). The Contractor will be required to provide consent for TIN validation to the Government as a part of the SAM registration process; and
(4) The Government has marked the record ``Active''.
System for Award Management (SAM) means the primary Government repository for prospective Federal awardee and Federal awardee information and the centralized Government system for certain contracting, grants, and other assistance-related processes. It includes—
(1) Data collected from prospective Federal awardees required for the conduct of business with the Government;
(2) Prospective contractor-submitted annual representations and certifications in accordance with FAR subpart 4.12;
and
(3) Identification of those parties excluded from receiving Federal contracts, certain subcontracts, and certain types of Federal financial and non-financial assistance and benefits.
Unique entity identifier means a number or other identifier used to identify a specific commercial, nonprofit, or Government entity. See www.sam.gov for the designated entity for establishing unique entity identifiers.
(b) If the solicitation for this contract contained the provision 52.204-7 with its Alternate I, and the Contractor was unable to register prior to award, the Contractor shall be registered in SAM within 30 days after award or before three days prior to submission of the first invoice, whichever occurs first.
(c) The Contractor shall maintain registration in SAM during contract performance and through final payment of any contract, basic agreement, basic ordering agreement, or blanket purchasing agreement. The Contractor is responsible for the currency, accuracy and completeness of the data within SAM, and for any liability resulting from the Government's reliance on inaccurate or incomplete data. To remain registered in SAM after the initial registration, the Contractor is required to review and update on an annual basis, from the date of initial registration or subsequent updates, its information in SAM to ensure it is current, accurate and complete. Updating information in SAM does not alter the terms and conditions of this contract and is not a substitute for a properly executed contractual document.
(d)(1)(i) If a Contractor has legally changed its business name or ``doing business as'' name (whichever is shown on the contract), or has transferred the assets used in performing the contract, but has not completed the necessary requirements regarding novation and change-of-name agreements in subpart 42.12, the Contractor shall provide the responsible Contracting Officer a minimum of one business day's written notification of its intention to--
(A) Change the name in SAM;
(B) Comply with the requirements of subpart 42.12 of the FAR; and
(C) Agree in writing to the timeline and procedures specified by the responsible Contracting Officer. The Contractor shall provide with the notification sufficient documentation to support the legally changed name.
(ii) If the Contractor fails to comply with the requirements of paragraph (d)(1)(i) of this clause, or fails to perform the agreement at paragraph (d)(1)(i)(C) of this clause, and, in the absence of a properly executed novation or change-of-name agreement, the SAM information that shows the Contractor to be other than the Contractor indicated in the contract will be considered to be incorrect information within the meaning of the ``Suspension of Payment'' paragraph of the electronic funds transfer (EFT) clause of this contract.
(2) The Contractor shall not change the name or address for EFT payments or manual payments, as appropriate, in the SAM record to reflect an assignee for the purpose of assignment of claims (see FAR subpart 32.8, Assignment of Claims). Assignees shall be separately registered in SAM. Information provided to the Contractor's SAM record that indicates payments, including those made by EFT, to an ultimate recipient other than that Contractor will be considered to be incorrect information within the meaning of the ``Suspension of Payment'' paragraph of the EFT clause of this contract.
(3) The Contractor shall ensure that the unique entity identifier is maintained with the entity designated at www.sam.gov for establishment of the unique entity identifier throughout the life of the contract. The Contractor shall communicate any change to the unique entity identifier to the Contracting Officer within 30 days after the change, so an appropriate modification can be issued to update the data on the contract. A change in the unique entity identifier does not necessarily require a novation be accomplished.
(e) Contractors may obtain additional information on registration and annual confirmation requirements at https://www.sam.gov.
(End of clause)
52.204-25 PROHIBITION ON CONTRACTING FOR CERTAIN TELECOMMUNICATIONS AND VIDEO
SURVEILLANCE SERVICES OR EQUIPMENT (AUG 2020)
(a) Definitions. As used in this clause--
Backhaul means intermediate links between the core network, or backbone network, and the small subnetworks at the edge of the network (e.g., connecting cell phones/towers to the core telephone network). Backhaul can be wireless (e.g., microwave) or wired (e.g., fiber optic, coaxial cable, Ethernet).
Covered foreign country means The People's Republic of China.
Covered telecommunications equipment or services means--
(1) Telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities);
(2) For the purpose of public safety, security of Government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities);
(3) Telecommunications or video surveillance services provided by such entities or using such equipment; or
(4) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country.
Critical technology means--
(1) Defense articles or defense services included on the United States Munitions List set forth in the International Traffic in Arms Regulations under subchapter M of chapter I of title 22, Code of Federal Regulations;
(2) Items included on the Commerce Control List set forth in Supplement No. 1 to part 774 of the Export Administration Regulations under subchapter C of chapter VII of title 15, Code of Federal Regulations, and controlled--
(i) Pursuant to multilateral regimes, including for reasons relating to national security, chemical and biological weapons proliferation, nuclear nonproliferation, or missile technology; or
(ii) For reasons relating to regional stability or surreptitious listening;
(3) Specially designed and prepared nuclear equipment, parts and components, materials, software, and technology covered by part 810 of title 10, Code of Federal Regulations (relating to assistance to foreign atomic energy activities);
(4) Nuclear facilities, equipment, and material covered by part 110 of title 10, Code of Federal Regulations (relating to export and import of nuclear equipment and material);
(5) Select agents and toxins covered by part 331 of title 7, Code of Federal Regulations, part 121 of title 9 of such Code, or part 73 of title 42 of such Code; or
(6) Emerging and foundational technologies controlled pursuant to section 1758 of the Export Control Reform Act of 2018 (50 U.S.C. 4817).
Interconnection arrangements means arrangements governing the physical connection of two or more networks to allow the use of another's network to hand off traffic where it is ultimately delivered (e.g., connection of a customer of telephone provider…
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