Bid #2024-00313

DATE: August 7, 2023

TO: Water Line Supply Vendors

SUBJECT: Bid #2024-00313 Supplies for the Northwest Booster Pump Station Upgrades

You are invited to submit a quote for Bid #2024-00313 Supplies for the Northwest Booster Pump Station Upgrades for the city of Calhoun, Georgia.

Inquiries regarding this Proposal should be made to Margaret Boyd, Director of Purchasing at

(706) 602-5680, or by e-mail to maboyd@calnet-ga.net. Technical questions Kurt McCord, Engineering Department at

(706) 602-6081 or email at kmccord@calnet-ga.net

Attached hereto are the quote forms, quote specifications, and general instructions.

The written specifications contained in this bid shall not be changed or superseded except by written addendum from the City of Calhoun, Director of Purchasing, Margaret Boyd. Failure to comply with the written specifications for this bid may result in rejection of the quote by The City of Calhoun Georgia.

Submittal Format: one (1) USB Flash drives with a copy of the Proposal WITH Pricing

Proposals are to be sealed, marked with the offeror's name and address and labeled, “Bid #2024-00313 Supplies for the

Northwest Booster Pump Station Upgrades” and delivered to:

The City of Calhoun

Margaret Boyd, Director of Purchasing

700 West Line Street (Eastside Door)

Calhoun, GA 30701

Office: (706) 602-5680

Email: maboyd@calnet-ga.net

No later than 4:00 P.M. ET, Thursday, August 24, 2023

Hand delivered copies may be delivered to the above address only between the hours of 8:00 a.m. and 5:00 p.m. ET, Monday through Friday, excluding holidays observed by the City of Calhoun.

A qualified interpreter for the hearing impaired is available upon request at least 10 (ten) days in advance of the opening date. Please call (706) 602-5680 for more information for the hearing impaired. This service is in compliance with the Americans with Disabilities Act (ADA).

Minority Business Enterprise Policy Statement: It is the policy of the City of Calhoun Georgia that no person or business shall be excluded from participation, denied the benefits of, or otherwise discriminated against in relation to the award and performance of any contract or subcontract on the grounds of race, color, creed, national origin, age, or sex.

The City of Calhoun Georgia reserves the right to reject any and all bids, to waive any technicalities or irregularities and to award the bid based on the highest and best interest of the city mailto:maboyd@calnet-ga.net mailto:kmccord@calnet-ga.net mailto:maboyd@calnet-ga.net

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THE CITY OF CALHOUN GEORGIA

Bid #2024-00313

SUPPLIES FOR THE NORTHWEST BOOSTER PUMP STATION UPGRADES

FOR THE CITY OF CALHOUN

TABLE OF CONTENTS

SECTION TITLE

I REQUEST FOR BID SUBMISSION INSTRUCTIONS

II REQUEST FOR BID OVERVIEW AND PROCEDURES

III TECHNICAL SPECIFICATIONS AND SUPPLY LIST

IV MANDATORY PROPOSAL FORMS

A: ADDENDA ACKNOWLEDGMENT

B: GEORGIA SECURITY & IMMIGRATION COMPLIANCE

(GSIC)

AFFIDAVIT CONTRACTOR AFFIDAVIT & AGREEMENT

C: TECHNICAL SPECIFICATIONS EXCEPTIONS

D: BID PRICE WITH COMPLETED SCHEDULE OF PRICES

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THE CITY OF CALHOUN GEORGIA

Bid #2024-00313

SUPPLIES FOR NORTHWEST BOOSTER PUMP STATION UPGRADES

FOR THE CITY OF CALHOUN

SECTION II REQUEST FOR BID OVERVIEW AND PROCEDURES

A. PURPOSE

The City of Calhoun is soliciting Bid #2024-00313 Supplies for Northwest Booster Pump Station Upgrades for the city of Calhoun, Georgia.

B. INFORMATION TO OFFERORS

1. BID TIMETABLE:

The anticipated schedule for the bid process is as follows:

Bid Documents Available………………….…Monday, August 7, 2023

Deadline for submission of questions…………5:00 P.M. ET, Wednesday, August 16, 2023

Bid Opening…………………………………...4:00 P.M. ET, Thursday August 24, 2023

Bids Valid until ………………………………. Wednesday, November 22, 2023

Bidders can obtain this Bid document from the Georgia Procurement Registry or The City of Calhoun https://www.cityofcalhoun-ga.com/category/calhoun-bids/

2. PROPOSAL SUBMISSION

one (1) USB Flash drive with a copy of the Proposal WITH Pricing

Proposals are to be sealed, marked with the offeror's name and address and labeled, “Bid #2024-00313 Supplies for the Northwest Booster Pump Station Upgrades” and delivered to:

The City of Calhoun

Margaret Boyd, Director of Purchasing

700 West Line Street (Eastside Door)

Calhoun, GA 30701

Office: (706) 602-5680

Email: maboyd@calnet-ga.net

No later than 4:00 P.M. ET, Thursday, August 24, 2023

Hand delivered copies may be delivered to the above address only between the hours of 8:00 a.m. and 5:00 p.m. ET, Monday through Friday, excluding holidays observed by the City of Calhoun.

3. CONTACT PERSON

Inquiries regarding this Proposal should be made to Margaret Boyd, Director of Purchasing at (706) 602-5680, or by e-mail to maboyd@calnet-ga.net. Technical questions Kurt McCord, Engineering Department at (706) 602-6081 or email at kmccord@calnet-ga.net https://ssl.doas.state.ga.us/gpr/ https://www.cityofcalhoun-ga.com/category/calhoun-bids/ mailto:maboyd@calnet-ga.net mailto:maboyd@calnet-ga.net mailto:kmccord@calnet-ga.net

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4. ADDITIONAL INFORMATION/ADDENDA

The City of Calhoun will issue responses to inquiries and any other corrections or amendments it deems necessary in written addenda issued prior to the proposal due date. Offerors should not rely on any representations, statements, or explanations other than those made in this BID or in any addendum to this BID. Where there appears to be a conflict between the BID and any addenda issued, the last addendum issued will prevail.

Offerors must acknowledge any issued addenda. Proposals which fail to acknowledge the Offeror’s receipt of any addendum will result in the rejection of the proposal if the addendum contained information which substantively changed the Owner’s requirements.

Offerors who obtain this Request for Proposal from Georgia Procurement Registry or from sites are advised to re-visit the above websites to obtain any addenda which may be issued prior to the proposal closing date. The City of Calhoun assumes no responsibility for Offerors’ failure to acknowledge any addenda issued.

5. LATE PROPOSALS, WITHDRAWALS, MODIFICATIONS AND REJECTIONS

Proposals shall not be modified, withdrawn, or canceled by the Offeror for a period of ninety (90) days following the time and date designated for the receipt of proposals, and each Offeror so agrees in submitting his proposal. Negligence on the part of the Offeror in the preparation of his proposal shall not be grounds for the modification or withdrawal of a proposal after the time set for proposal closing. Proposals received after the proposal due date and time are late and will not be considered. Modifications received after the proposal due date are also late and will not be considered.

8. NON-COLLUSION AFFIDAVIT

By submitting a proposal, the Offeror represents and warrants that such proposal is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named and that the Offeror has not directly or indirectly induced or solicited any other Offeror to put in a sham proposal, or any other person, firm or corporation to refrain from proposing and that the Offeror has not in any manner sought by collusion to secure to that Offeror any advantage over any other Offeror.

By submitting a proposal, the Offeror represents and warrants that no official or employee of The City of Calhoun has, in any manner, an interest, directly or indirectly in the proposal or in the contract which may be made under it, or in any expected profits to arise therefrom

9. HOLD HARMLESS AND INDEMNIFICATION

The Offeror agrees, insofar as it legally may, to indemnify and hold harmless The City of Calhoun, its officers, employees, and agents from and against all loss, costs, expenses, including attorneys' fees, claims, suits, and judgments, whatsoever in connection with injury to or death of any person or persons or loss of or damage to property resulting from any and all operations performed by Offeror, its officers, employees, and agents under any of the terms of this contract.

10. PROPOSAL OPENING

Proposal schedule prices will be opened or read aloud publicly. A list of names of firms providing proposals may be obtained from Georgia Procurement Registry or The City of Calhoun via email request to E-Mail: The City of Calhoun purchasing@calnet-ga.net after the proposal due date and time stated herein a tabulation of prices may be obtained upon award.

11. TAXES

The contractor will be provided with the City of Calhoun Sales and Use Tax Certificate of Exemption number upon request.

http://ssl.doas.state.ga.us/PRSapp/PR_index.jsp https://fscm.teamworks.georgia.gov/psc/supp/SUPPLIER/ERP/c/SCP_PUBLIC_MENU_FL.SCP_PUB_BID_CMP_FL.GBL mailto:purchasing@calnet-ga.net

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12. DELIVERY

Prices proposed shall include delivery and shall be F.O.B. Calhoun, Georgia.

13. CONTRACTOR'S INVOICE

a. The Contractor shall prepare and submit invoices to the Finance Office address specified on individual orders. If the invoice does not comply with these requirements, the Finance Office will return it with the reasons why it is not a proper invoice. A proper invoice must include the items listed below.

(i) Name and address of the Contractor.

(ii) Invoice date and invoice number. (The Contractor should date invoices as close as possible to the date of the mailing or transmission.)

(iii) Purchase order number for supplies delivered or services performed.

(iv) Description, quantity, unit of measure, unit price, and extended price of supplies delivered or services performed.

(v) Shipping and payment terms (e.g., shipment number and date of shipment, discount for prompt payment terms).

(vi) Name and address to whom payment is to be sent.

(vii) Name (where practicable), title, phone number, and mailing address of the person to notify in the event of a defective invoice.

(viii) Any other information or documentation required by the contract (e.g., evidence of shipment).

(ix) Invoice must be sent to Attention: Accounts Payable Office located at 700 West Line Street Calhoun, Georgia 30701

b. In the event orders are made via monthly or period purchase orders, the contractor may provide a summary invoice for all deliveries made during a billing period, identifying the delivery tickets covered therein, and stating their total dollar value. A summary invoice shall be supported by receipt copies of the delivery tickets. Delivery tickets or sales slips shall contain:

(i) Name of supplier

(ii) Purchase Order number

(iii) Ship to Department and Address

(iv) Description, Quantity, unit price, and extension of each item.

(v) Date of delivery or shipment

14. OPEN RECORDS

In accordance with OCGA Section 50-18-72(a)(34) Any trade secrets obtained from a person or business entity that are required by law, regulation, bid, or request for proposal to be submitted to an agency. An entity submitting records containing trade secrets that wishes to keep such records confidential under this paragraph shall submit and attach to the records an affidavit affirmatively declaring that specific information in the records constitute trade secrets pursuant to Article 27 of Chapter 1 of Title 10. If such entity attaches such an affidavit, before producing such records in response to a request under this article, the agency shall notify the entity of its intention to produce such records as set forth in this paragraph. If the agency makes a determination that the specifically identified information does not in fact constitute a trade secret, it shall notify the entity submitting the affidavit of its intent to disclose the information within ten days unless prohibited from doing so by an appropriate court order. In the event the entity wishes to prevent disclosure of the requested records, the entity may file an action in superior court to obtain an order that the requested records are trade secrets exempt from disclosure. The entity filing such action shall serve the requestor with a copy of its court filing. If the agency makes a determination that the specifically identified information does constitute a trade secret, the agency shall withhold the records, and the requester may file an action in superior court to obtain an order that the requested records are not trade secrets and are subject to disclosure.

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SECTION III - TECHNICAL SPECIFICATIONS AND SUPPLY LIST

The Standard Specifications for Water and Sanitary Sewer Installations

(A) The Standard Specifications for Water and Sanitary Sewer Installations (the Specifications) is subject to revisions and corrections. At the beginning of a project, users should verify that they have the latest edition.

(B) The Standard Details are complementary to the Specifications written herein. If the developer or designer notes any discrepancies or desires an interpretation of a specification, they should submit their question to the City Utilities Engineer in writing for a decision by the City.

List Of Commonly Used Terms (1) "City" shall mean the City of Calhoun.

(2) "Contractor" shall mean the individual, firm or corporation undertaking the execution of the Work under the terms of the contract and acting through its agents and employees.

(3) "Developer" shall mean the individual, firm or corporation financing the execution of the Work.

(4) "Engineer" shall refer to the City of Calhoun Utilities Engineer and to his properly authorized agents.

(5) "Owner" shall refer to the City of Calhoun.

(6) "Plans" shall refer to those drawings that show the character and scope of the work and shall include all drawings identified in the contract documents.

(7) "Specifications" and “Standards” shall refer to the City of Calhoun Standard Specifications for Water and Sanitary Sewer

Installations.

103. Water Distribution Systems A. Part 1 – General

1.1 Section Includes:

A. Furnishing and installing water distribution pipes, valves, fittings, and other appurtenances, including reaction blocking, testing, and disinfection.

1.2 Related Work

A. SECTION 104 WATER SERVICE CONNECTIONS

1.3 Reference Standards

A. All materials and installation shall conform to requirements of Georgia Rules for Safe Drinking Water Chapter-391-3-5, revised October 16, 1997 and Environmental Protection Division's Minimum Standards for Public Water Systems, January, 1998 edition.

B. Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water (AWWA C104-95).

C. Ductile-Iron Compact Fittings, 3 In. Through 24 In., for Water Service (AIRWA C153-94)

D. Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings (AWWA Clll-95).

E. Ductile-Iron Pipe, Centrifugally Cast, for Water or Other Liquids (AWWA C151-96).

F. Standard Specification for Poly (Vinyl Chloride) (PVC) Pressure Rated Pipe (SDR Series) (ASTM-D

2241). (Must be white in color).

G. Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC)

Compounds (ASTM D 1784).

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H. Poly (Vinyl Chloride) (PVC) Pressure Pipe, 4 In. Through 12 In. for Water Distribution (AWWA

C900-89). (Must be white in color).

I. Metal-Seated Gate Valves for Water Supply Service (AWWA C500-93).

J. Dry-Barrel Fire Hydrants (AWWA C502-94).

K. Resilient-Seated Gate Valves for Water Supply Service (AWWA C509-94).

L. Air Release, Air/Vacuum, and Combination Air Valves for Water Works Service (AWWA C512-92)

M. Installation of Ductile-Iron Water Mains and Their Appurtenances (AWWA C600-93).

N. Underground Installation of PVC Pressure Pipe and Fittings for Water (AWWA C605-94).

O. Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seal (ASTM D 3139).

P. Elastomeric Seals (Gaskets) for Joining Plastic Pipe (ASTM F 477).

Q. Disinfecting Water Mains (AWWA C651-92).

1.4 Submittals:

A. Submit complete descriptions, including manufacturer's catalog data and operation and maintenance instructions, for all products for approval prior to shipment.

B. Submit manufacturer's certification for all pipe, valves, hydrants, and fittings shipped to the job stating that specified tests have been made and the results thereof comply with applicable specifications.

C. All similar products on a project shall be furnished by a single manufacturer, unless otherwise approved by the Engineer. For example, all of the PVC pipe on a given project shall come from one manufacturer.

1.5 Delivery, Storage, and Handling:

A. Properly and safely unload, and store all material furnished until incorporated into the Work and accepted.

B. Unload pipe, fittings, valves, and hydrants by lifting with hoists or skidding to avoid damage. Do not roll or drop off trucks. Do not skid or roll against pipe already on the ground.

C. Unload material at the site of the Work near the place where it will be installed. Do not interfere with traffic or create safety hazard. Provide signs, lights, and barricades as necessary to protect the public.

D. Keep interior of pipe, fittings, valves, hydrants, etc. free of all dirt or foreign matter at all times. Do not store materials in drainage ways or ditches.

B. Part 2 – Products

2.1 Ductile Iron Pipe (DIP)

DIP shall be manufacture in the USA in conformance with ANSI A21.50, AWWA C151, and cement mortar lined in accordance with AWWA C104, standard thickness, with Tnemec N140 or 69-211 red exterior polyamidoamine epoxy primer (factory applied). Where specifically noted on the bid form, the temporary piping can be furnished with

8 | P a g e the standard bituminous seal coat.

A. All water pipelines, with diameters of 4” or greater, shall be Ductile Iron Pipe.

B. Provide Pressure Class 350 for 4-in to 12-in. dia. pipe with flange connections in the lengths specified on the bid form.

C. Restraining glands: MEGAFLANGE Series 2100 glands by EBAA Iron Sales, Inc are acceptable for ductile iron pipe;

D. MEGAFLANGE Series 1000 will be allowed in tight spaces and/or temporary configurations where specifically noted in the bid form. However, the Series 1000 will not be considered an equal substitute to the Series 2100.

2.2 Brass Pipe

All brass piping and fittings shall be standard dimension red brass with NPT threads. Material shall conform to ASTM B43 with a working pressure of 200 psi or greater. All fittings and nipples shall conform with the lead free plumbing requirements as defined by the U.S. Safe Drinking Water Act. All connections must be generously wrapped with Teflon tape prior to assembly.

2.3 Ductile Iron Fittings

For DIP iron fittings manufactured in USA (or imported). Fittings shall conform to AWWA C153 for diameters through 24 inches Fittings shall be pressure rated 350 psi.

A. Fittings shall be cement mortar lined in accordance with AWWA C104, standard thickness, with Tnemec N140 or 69-211 red exterior polyamidoamine epoxy primer (factory applied). Where specifically noted on the bid form, the temporary fittings can be furnished with the standard bituminous seal coat. Interior walls shall be smooth and free of defects.

B. Fittings shall be flanged unless otherwise specified on the Drawings. Flanged joints shall have bolt circle and bolt holes in accordance with ANSI B16.1, Class 125 and joint shall be rated for 250 psi minimum. Gaskets for water service shall be full face type, 1/16” thick minimum, and shall be standard styrene butadiene copolymer

(SBR).

C. Rubber gasket joints shall conform to AWWA C111

2.4 Butterfly Valves

Butterfly valves shall be bubble-tight closing at the rated pressure with flow in either direction, and shall be satisfactory for applications involving throttling service and frequent operations. Valves shall meet all requirements of AWWA C504 Class 150B, latest revision and shall be suitable for a differential pressure of 150 psig. Butterfly valves installed on the high service water main downstream of the high service pumps shall meet all requirements of AWWA C504 Class 250B, latest revision and shall be suitable for a differential pressure of 250 psig. Valves shall be certified to NSF Standard 61 and shall be suitable for above ground or buried service.

A. Body Type: Valves shall be the resilient seated, short body design with integrally cast end configuration compatible with adjacent piping. Flange end valves shall be of the short body design with 125 lb. or 250 lb. flanged ends faced and drilled per ANSI B16.1 standard for cast iron flanges. Mechanical Joint end valves shall meet the requirements of AWWA C111/ANSI 21.11. Valve bodies shall be high-strength ductile iron, ASTM A536 grade 65-45-12. Shafts shall be ASTM A564, Type 630 stainless steel, machined and polished. Valve discs shall be ductile iron, ASTM A536, Grade 65-45-12. The seat shall be of Buna-N for water, or as required for other services. Valve interior and exterior shall be furnished with fusion bonded epoxy coating.

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B. Operator: Manual operating handwheel with spur gearing, unless shown otherwise on the Drawings; valve to open when turned to the left (counter-clockwise) and shall have indicators to show position of the valve disc.

Operators shall be rigidly attached to the valve body or to its floor stand and shall conform to the requirements of Section 3.8 of the AWWA Standard for Rubber Seated Butterfly Valves, Designation C504, insofar as applicable and as herein specified. Gearing for the operators where required shall be totally enclosed in a gear case in accordance with Paragraph 3.8.3 of the above mentioned AWWA Standard.

C. Butterfly valves shall be as manufactured by DeZurik, Pratt, or Val-Matic.

2.5 Small Ball Valves

Valves smaller than 4 inches shall conform to the level of quality and manufacturing standards established by AWWA Standards. Quarter turn ball valves shall be NPT threaded with regular port and ASTM grade cast bronze or brass body. All small gate valves shall be rated for 200 psi working pressure.

A. Acceptable manufacturers include Watts, Apollo, or approved equal.

2.6 Air Release Valves

Pressure air valve with vacuum check shall be used for the venting of accumulated air while the system is pressurized and manufactured in accordance to AWWA C512, designed for 20-150 psi working pressure, ductile iron body, threaded connections, stainless steel float, Buna-N seat; with all internal trim stainless steel or bronze by Crispin Model PL10A-V5 or approved equal. Size shall be “2” inlet, ½” outlet, ¼” orifice, unless otherwise specified or shown.

2.7 Check Valves (Silent, Non-Slamming)

The check valve shall be of the silent operating type that begins to close as the forward flow diminishes and fully closes at zero velocity preventing flow reversal and resultant water hammer. The valves shall be certified to NSF/ANSI 61 with a fusion bonded epoxy coating, as well as designed, manufactured, and tested in accordance with AWWA C508. The swing style valve should be suitable for cold water applications and rated for working pressures up to 250 psi.

A. The valve body and cover shall be constructed of ASTM A536 Grade 65-45-12 ductile iron with flanges holes cast/drilled to ANSI B16.1, Class 125 dimensions.

B. The valve design shall incorporate a center guided, spring loaded disc and having a short linear stroke that generates a flow area equal to the nominal valve size. The valve shall be capable of operating in the horizontal or vertical positions with the flow up or down.

C. The disc shall be precision molded Buna-N (NBR), ASTM D2000-BG and the disc accelerator shall be constructed of Type 302 stainless steel with a visual mechanical indicator that constantly displays the valves operational position.

D. Val-Matic Surgebuster Series 7200 will be considered the manufacturing standard and other products must be pre-approved by Calhoun Utilities Engineering Department.

2.8 Piping Accessories

Any accessories required shall be compatible with pipe and fittings used. Small valves, pipe, and fittings shall conform to AWWA Standard C800-89.

A. Pressure Gauges shall be 3-1/2” diameter or larger, oil filled, stainless steel case, acrylic lens with an operating range of 0-200 psi for discharge side of BPS and 0- 100 psi for suction side of BPS. Ashcroft or approved equivalent.

B. Dismantling Joints shall be constructed of ASTM A536 65-45-12 ductile iron body with a fusion

10 | P a g e bonded epoxy coating, ANSI Class 125 flange connections, and stainless steel tie rods. The telescoping-style dismantling joint should make pump/valve removal easier and should be rated for a 175 psig working pressure. Romac DJ400 or approved equal.

C. Adjustable support stands shall be epoxy-coated steel formed to fit ductile iron pipe. The stand should consist of a saddle assembly and base. Adjustments will be made by cutting 2” Schedule 40 carbon steel pipe (furnished separately) to the appropriate height. Trumbull or approved equal.

2.9 Flexible Expansion Reducer

The expansion joints shall be ASTM wire reinforced rubber suitable for drinking water applications and working pressures up to 190 psi with ANSI 125 flange connections. Furthermore, the expansion joint shall be designed to absorb vibrations and compensate for misalignments.

Control unit should be made of 304 stainless steel and include rodding. Proco RE-231 or approved equal.

END OF SECTION

Water Service Connections

Part 1 – General

1.1 Section Includes:

A. Furnishing and installing materials and making service connections to the water system.

B. SPECIAL NOTE: Unless otherwise noted the City of Calhoun will furnish and install all water service connections.

1.2 Reference Standards:

A. Underground Service Line Valves and Fittings (AWWA C800-89).

E. Part 2 – Products

2.1 General

The following materials must be supplied by the

2.2 Corporation Stops

Furnish and install Plug Corporation Stop AWWA x CTS, in conformance with AWWA Standard C800 and City standard practice using Ford or Mueller brass products approved by City. Mueller H-10045N ground key design corporation stops with ¾” AWWA tapered (C.C.) inlet and ¾” FIP thread outlet.

2.3 Service Saddles

For pipe larger than 8 inches: Mueller DR25, nylon or epoxy coated ductile iron body with stainless steel double strap sized for DIP; ¾ inch tap size, AWWA taper thread (C.C.).

Northwest BPS Modification Bid Form

Item No. Qty Unit Description Unit Cost Total Item Cost

1 1 EA 12" DI Spool - 10ft Long (PC 350, FLxPE)

2 2 EA 12" DI Spool - 6ft Long (PC 350, FLxPE)

3 1 EA 12"x12"x12"x12" Side Outlet DI Tee (FL)

4 1 EA 12"x10" DI Tee (FLxFL)

5 1 EA 12" 90° DI Bend (FL)

6 1 EA 12" Blind Flange Tapped 2"

7 1 EA 10" DI Spool - 6ft Long (PC 350, FLxPE)

8 4 EA 10" DI Spool - 4ft Long (PC 350, FLxPE)

9 1 EA 10" DI Spool - 2ft Long (PC 350, FLxPE)

10 1 EA 10"x10" DI Tee (FLxFL)

11 1 EA 10" 90° DI Bend (FL)

12 1 EA 10" 45° DI Bend (FL)

13 1 EA 10" 45° DI Bend (FL, w/ 1/2" THD Port)

14 2 EA 12"x8" DI Reducer (FLxFL, Eccentric w/ 1/2" THD Port)

15 1 EA 12" DI Spool - 4ft Long (PC 350, FLxPE)

16 3 EA 12" DI Spool - 2ft Long (PC 350, FLxPE)

17 1 EA 12"x10" DI Tee (FLxFL)

18 1 EA 12" 90° DI Bend (FL)

19 1 EA 10" DI Spool - 8ft Long (PC 350, FLxPE)

20 1 EA 10" DI Spool - 6ft Long (PC 350, FLxPE)

21 1 EA 10" 90° DI Bend (FL)

22 1 EA 10" Blind Flange

23 8 EA 12" MegaFlange Series 2100 w/ Accessory Pack and Gland for DIP

24 5 EA 12" MegaFlange Series 1000 w/ Gland for DIP

25 9 EA 10" MegaFlange Series 2100 w/ Accessory Pack and Gland for DIP

26 4 EA 10" MegaFlange Series 1000 w/ Gland for DIP

27 20 EA 12" Flange Accessory Kit (Gasket and Misc. Hardware)

28 22 EA 10" Flange Accessory Kit (Gasket and Misc. Hardware)

29 3 EA 8" Flange Accessory Kit (Gasket and Misc. Hardware)

30 2 EA 6" Flange Accessory Kit (Gasket and Misc. Hardware)

31 1 EA 2"x1/2" Brass Tee

32 2 EA 3/4"x3/4" Brass Tee

33 1 EA 2"x6" Brass Nipple

34 3 EA 2"x4" Brass Nipple

35 1 EA 1"x3" Brass Nipple

36 2 EA 3/4"x4" Brass Nipple

37 3 EA 3/4"x3" Brass Nipple

38 2 EA 1/2"x4" Brass Nipple

39 4 EA 1/2"x3" Brass Nipple

40 1 EA 1" Brass Coupling

41 2 EA 1/2" Brass Coupling

42 2 EA 1/4" Brass Coupling

43 3 EA 1"x1/2" Brass Hex Bushing

44 2 EA 3/4"x1/4" Brass Hex Bushing

45 4 EA 1/2"x1/4" Brass Hex Bushing

46 24 LF 2" Black Carbon Steel Pipe (Sch. 40)

47 2 EA 12" Dismantling Joint w/ 304 SS Nuts& Bolts

48 2 EA 12" Butterfly Valve w/ Handwheel (FL, ANSI Class 125)

49 2 EA 10" Butterfly Valve w/ Handwheel (FL, ANSI Class 125)

50 2 EA 10" Check Valve, Val-matic Surgebuster (FL)

51 2 EA 10"x6" Flexible Expansion Joint, Concentric w/ Limiting Rods

52 1 EA 2" Brass Ball Valve, FNPT

53 3 EA 1/2" Brass Ball Valve, FNPT

54 2 EA 10"x3/4" Tapping Saddle

55 2 EA 3/4" Coporation Stop w/ FNPT Outlet

56 2 EA Brass Hose Bibb, 3/4" FNPT

57 1 EA 2" Pressure air release valve w/ vacuum check, Crispin PL10A-V5, 150 psi

58 2 EA 3.5" Oil-Filled Pressure Guage, 1/4" NPT, 0-200 psi readings

59 2 EA 3.5" Oil-Filled Pressure Guage, 1/4" NPT, 0-100 psi readings

60 40 LF 3/4" All Thread Steel Rod

61 16 EA 3/4"x 4-1/2" Offset 90° Eyebolts

62 16 EA 3/4" Heavy Hex Nut

63 16 EA 3/4" Flat Steel Washer

64 2 EA Adjustable Pipe Support Stand for 12" DIP (Saddle Style, Epoxy Coated)

65 2 EA Adjustable Pipe Support Stand for 10" DIP (Saddle Style, Epoxy Coated)

66 2 EA Adjustable Pipe Support Stand for 12" DIP (Flange Style, Epoxy Coated)

67 2 EA Adjustable Pipe Support Stand for 10" DIP (Flange Style, Epoxy Coated)

Flange DIP and Fittings (ANSI Class 125) with Exterior Polyamidoamine Epoxy Primer (Tnemec N140 or 69-211 red)

Flange DIP and Fittings (ANSI Class 125) - Cement Lined with Bituminous Coating , Restraints, and Accessory Kits

Threaded Brass Fittings (Domestic or Foreign), NPT

Valves and Miscellaneous Parts

Total Base Bid:

Company Name (printed): ____________________________

SECTION IV- Bid Forms

SECTION IV: BID FORM AND STATEMENT OF BIDDERS QUALIFICATION

Bid of

(Hereinafter called "Bidder"), organized and existing under the laws of the State of

, doing business as _.

In compliance with your Bid, the bidder hereby agrees to perform and furnish all work for the requirement known as Bid #2024-00313 Supplies for Northwest Booster Pump Station Upgrades for the city of Calhoun, Georgia.

within the time set forth therein, and at the price bid.

By submission of this Bid, the bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization that:

1. The bidder has examined and carefully studied the bid Documents and the Addenda, receipt of all of which is hereby acknowledged in Section IV.

2. The bidder agrees that this bid may not be revoked or withdrawn after the time set for the opening of the bid but shall remain open for acceptance for a period of sixty (90) days following such time.

Company:

Contact:

Address:

Phone: Fax

Email:

Authorized Representative/Title

(Print or type) Authorized Representative

(Signature) Date

MANDATORY SUBMITTAL

Company Name (printed):

SECTION V: Bid #2024-00313 Supplies for Northwest Booster Pump Station Upgrades for the city of Calhoun, Georgia The bidder has examined and carefully studied the Specifications and the following Addenda, Receipt of all of which is hereby acknowledged:

Addendum No.

dated

Acknowledgment

Initial

Bidders must acknowledge any issued addenda. Quotes which fail to acknowledge the bidder’s receipt of any addendum will result in the rejection of the bid if the addendum contained information which substantively changes the Owner’s requirements.

MANDATORY SUBMITTAL