4. Section 01170, Special Construction Permits, Page : Part 1; ADD the following paragraph 1.5 after paragraph 1.4:

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1 1700 East Iron Ave. Salina, KS phone fax Arizona California Colorado Kansas Missouri Nebraska New Mexico Oklahoma Texas Utah 1 December 2017 ADDENDUM NO. 2 RE: City of Conway Springs, Kansas Water Storage Tower Bid Package No. 3 KDHE Project No WCI File: /03/8670/8600 To All Prospective Bidders: The Contract Documents for the referenced project are hereby amended in the following particulars only, with all other conditions remaining unchanged. A. PROJECT MANUAL 1. Section 00410, Bid Form: REPLACE entire bid form with the attached bid form. CLARIFICATION - only change was to add a line item for the logo for each tower. 2. Section 00520, Agreement Between Owner & Contractor, Page : Article 4, 4.02, A.; REPLACE the Final Payment requirement with the following date January 21, Section 00800, Supplementary Conditions, Page : SC-6.05 Property Insurance; REMOVE entire paragraph SC-6.05 only from the Supplementary Conditions regarding deductible requirements. 4. Section 01170, Special Construction Permits, Page : Part 1; ADD the following paragraph 1.5 after paragraph 1.4: 1.4 SUMNER COUNTY ROAD AND BRIDGE MOVE PERMITS The Contractor will be required by the County to get a permit for all loads over weight, over length, over height, or over width in addition to any existing annual permits previously held with the State by the Contractor. There is a $25.00 fee for these permits. 5. Section 09900, Painting: CLARIFICATION that the concrete floor (ground elevation concrete floor of the tower) does not require painting in any type of tower. Wilson & Company, Inc., Engineers & Architects Relationships SHARED OWNERSHIP COLLABORATION INTENSITY DISCIPLINE SOLUTIONS

2 Page 2 6. Section 09900, Painting, Page : Part 3, 3.9, F.; ADD the following Sherwin Williams painting systems: Primer: Sherwin-Williams Macropoxy 5500 LT mils DFT Finish: Sherwin-Williams Macropoxy 5500 LT mils DFT 7. Section 09900, Painting, Page : Part 3, 3.10, G.; ADD the following Sherwin Williams painting systems: Primer: Sherwin-Williams Macropoxy 5500 LT mils DFT Finish: Sherwin-Williams Macropoxy 5500 LT mils DFT 8. Section 09900, Painting, Page : Part 3, 3.10, J.; ADD the following Sherwin Williams painting systems: Primer: Sherwin-Williams Macropoxy mils DFT Finish: Sherwin-Williams Hi-Solids mils DFT 9. Section 09900, Painting, Page : Part 3, 3.10, K.; ADD the following Sherwin Williams painting systems: Primer: and Field Primer: Finish: Structural steel and joists - one coat shop applied gray primer Sherwin-Williams Macropoxy mils DFT Sherwin-Williams Macropoxy mils DFT 10. Section 09901, Tower Painting, Page : Part 3, 3.3; REMOVE the entire Paragraph 3.3 Containment and all sub-paragraphs. 11. Section 09901, Tower Painting: CLARIFICATION that shop priming is allowable per AWWA D Section 09901, Tower Painting, Page : Part 2, 2.4, A., 3.; REPLACE only the Sherwin Williams interior painting systems with the following: Primer: Corothane I GalvaPac 2K Zinc-rich mils DFT Stripe Coat (on welded seams): Macropoxy mils DFT Intermediate: Macropoxy mils DFT Finish: Macropoxy mils DFT

3 Page Section 09901, Tower Painting, Page : Part 2, 2.4, A., 4.; REPLACE only the Sherwin Williams exterior painting systems with the following: Primer: Intermediate: Finish Coats (1 coat): Logo: Corothane I GalvaPac 2K Zinc-rich mils DFT Acrolon mils DFT Fluorokem mils DFT Fluorokem mils DFT 14. Section 09901, Tower Painting, Page : Part 2, 2.4, A., 4.; CHANGE requirement for the Tnemec finish coat from 2 coats to 1 coat. 15. Sections 11605, 11610, 11615, 11620, 11625: CLARIFICATION regarding lighting along tank ladders and platforms. Provide LED, damp location light fixtures to light ladders and platforms to provide an average of 10 fc and minimum of 5 fc along the height of the ladder within the water tower. Fixtures shall be mounted adjacent to the ladder. Follow OSHA standards on clearance around the ladder. Provide a switch at the base of the tower. Maximum vertical spacing of fixtures shall be 25 ; the lowest fixture shall be maximum of 8 above slab. Provide fixtures at the top and bottom of ladders and at the interior of access tubes (where applicable) and at the required spacing to meeting the footcandle requirements. Provide a minimum of one fixture above each platform. 16. Sections 11600, 11605, 11610, 11615, 11620, 11625: CLARIFICATION regarding lightning protection for the tanks. Provide lightning protection per NFPA 780 and AWWA. The minimum design shall be based on: Two down conductors spaced at 180 degrees shall be run the height of the tower. The down conductors shall be a minimum of 28 strand by 14 gauge copper. Bond down conductors to steel and fasten to interior every 3. Provide a counterpoise ring around the tower, using the same size (strand and gauge) conductor as the down conductor. The counterpoise ring shall have a minimum of four ¾ x 10 ground rods installed vertically and equally spaced around the base of the tank. 17. Sections 11600, 11605, 11610, 11615, 11620, 11625: CLARIFICATION that an FAA obstruction light is not required due to the FAA determination letter located within Appendix O. An extension for the obstruction determination has been granted by the FAA. Provisions shall be provided in all tower types for a future obstruction light. Provisions including mounting bracket and electrical conduit for future light 18. Sections 11605, 11610, 11615: CLARIFICATION that all references to access tubes to be 48 in diameter.

4 Page Sections 11600, 11605, 11610, 11615, 11620, 11625: CLARIFICATION of reporting and inspection. The tower shall be inspected and associated reports submitted by the Tower Contractor as indicated in D Section 11, D Section 11, and D Section 9 as applicable per the type of tower provided. All costs associated with the testing, inspection, or reporting for the submitted reports are the responsibility of the Contractor. At a minimum the following information shall be submitted: Report of installation and construction of piles Manufacturer s report of steel material Report of field measurements for compliance with tolerances for designated shall plates. Report and certification of weld inspection Record of location of radiographs Settlement monitoring Conformance to ASTM standards of concrete testing agencies Certification of welding inspectors Report of inspection of deep foundation construction Minimum compaction requirements for backfill Verification of compliance for concrete materials and mixtures Inspection of concrete reinforcement and embedments Reports of concrete testing during construction Reports of tests on hardened concrete Report of visual inspection of steel tank for compliance with tolerances Report of visual inspection of steel tank welding Report of inspection of attachments to support structure Report of leak testing of the tank Report of painting inspection. 20. Section 11600, Multi-Column Elevated Tower, : Part 2, 2.3, J, 1., b.; REPLACE last sentence of paragraph b. with the following: A safety door shall be provided at the base of the ladder. 21. Section 11605, Single Pedestal Elevated Tower, : Part 2, 2.3, N., 2.; DELETE paragraph 2. entirely referencing 10 x10 overhead door: 22. Sections 11610, 11615, 11620, 11625, Doors: For the sections identified above, REMOVE the 3 x 7 ground elevation access door. Only the 10 x10 ground elevation door will be required at ground level. 23. Section 11615, 11620, 11625, Composite Elevated Towers: CLARIFICATION that AWWA D107 latest revision will govern concrete materials/requirements. 24. Section 11615, Welded Composite Elevated Tower, : Part 2, 2.2, F.; DELETE entire first sentence of paragraph F which states as follows: Wall forms shall not be disturbed or removed for a minimum period of twenty four (24) hours after concrete placement.

5 Page Section 11615, Welded Composite Elevated Tower, : Part 2, 2.2, H., 3.; CHANGE reference to minimum concrete pour height from 6 feet to 4 feet. 26. Section 11615, Welded Composite Elevated Tower, : Part 2, 2.2, Q.; CHANGE reference to minimum pedestal diameter of 24 feet to 20 feet. 27. Section 11615, Welded Composite Elevated Tower, : Part 2, 2.5, L., 1., b., 1); CLARIFICATION that the stainless steel pipe used within the pedestal shall have a diameter-to-thickness ratio of 130 or less and have a minimum thickness of 14 gauge. 28. Section 11615, Welded Composite Elevated Tower, : Part 2, 2.5, L., 3., a.; DELETE reference in parenthesis stating (minimum ¼ wall thickness). 29. Section 11615, Welded Composite Elevated Tower, : Part 2, 2.5, L., 3., a.; CLARIFICATION that the carbon steel pipe within the tower tank shall be a minimum of ¼ thickness. 30. Section & 11625, Bolted Composite Towers: ADD the following requirement to both bolted composite water towers: Provide an interior concrete support structure utility rail at the top of the concrete support structure in order to assure access for maintenance of piping. B. DRAWINGS 1. Sheet G-002, General Notes, Legend & Control Points: Water Storage Tank Design Criteria; ADD the following note: 18. Contractor is responsible for providing all electrical work downstream of Panelboard LB EXCEPT the lighting, receptacles, and wiring as indicated on sheet E-121 in Bid Package No. 2. Panelboard LB will be provided as referenced in Bid Package No. 2 within a 15 feet perimeter of the tower foundation. 2. Sheet G-002, General Notes, Legend & Control Points: Water Storage Tank Design Criteria; ADD the following note: 19. Coordinate all work with other contracts. 3. Sheet C-101, Water Storage Tower Site Plan: CLARIFICATION that the tower contractor will be responsible for all excavation, backfill, and compaction (earthwork) for the foundation and tower install. Bid Package No. 2 will be responsible for a final grade elevation of and the indicated contours on sheet C-101 prior to tower contractor arrival. Earthwork and soils modifications for foundation and tower installation will be the responsibility of the tower contractor.

6 Page 6 4. Sheet C-301, Water Storage Tower Details: General Note 3., C.; CHANGE paragraph C. to NOT USED. 5. Sheet Nos. C-301, C-302, C-303, C-304, C-305, Water Storage Tower Details: The following adjustments shall be made to for all tower types: ADJUST the SDS under the design response accelerations to ADJUST the SD1 under the design response accelerations to ADJUST the Response Coefficient to 3.0. This ADDENDUM is hereby made a part of the Bidding Documents to the same extent as though contained in the original documents. Work to be included shall not be limited to narrative description contained herein, but shall also include adjustments or revisions to other work not mentioned, in order to accomplish the Work described. Each Bidder shall acknowledge receipt of this ADDENDUM in the space provided on the Bid Form. WILSON & COMPANY Craig Stockebrand Civil Engineer M:\WWW\ \DOCS\PROJECT MANUAL\Tower Improvements\Addendum No. 2\Addn #2.doc

7 SECTION BID FORM Water Storage Tower Bid Package No. 3 City of Conway Springs, Kansas WCI Project No USDA Project No Bid Form

8 TABLE OF CONTENTS ARTICLE 1 - BID RECIPIENT ARTICLE 2 - BIDDER S ACKNOWLEDGEMENTS ARTICLE 3 - BIDDER S REPRESENTATIONS ARTICLE 4 - BIDDER S CERTIFICATION ARTICLE 5 - BASIS OF BID ARTICLE 6 - TIME OF COMPLETION ARTICLE 7 - ATTACHMENTS TO THIS BID ARTICLE 8 - DEFINED TERMS ARTICLE 9 - BID SUBMITTAL Bid Form

9 ARTICLE 1 - BID RECIPIENT 1.01 This Bid is submitted to: City of Conway Springs, Kansas 208 W. Spring Ave. Conway Springs, KS The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. ARTICLE 2 - BIDDER S ACKNOWLEDGEMENTS 2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for sixty (60) days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner. Bidder will sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen days after the date of Owner's Notice of Award. ARTICLE 3 - BIDDER S REPRESENTATIONS 3.01 In submitting this Bid, Bidder represents that: A. Bidder has examined and carefully studied the Bidding Documents, and any data and reference items identified in the Bidding Documents, and hereby acknowledges receipt of the following Addenda: Addendum No. Addendum Date No. 1 11/02/2017 B. Bidder has visited the Site, conducted a thorough, alert visual examination of the Site to the extent of the Bidding Documents and adjacent areas, and become familiar with and satisfied itself as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Bidder is familiar with and has satisfied itself as to all Laws and Regulations that may affect cost, progress, and performance of the Work. D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that Bid Form

10 have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings. E. Bidder has considered the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and any Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder; and (3) Bidder s safety precautions and programs. F. Bidder agrees, based on the information and observations referred to in the preceding paragraph, that no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents. G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents. H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and confirms that the written resolution thereof by Engineer is acceptable to Bidder. I. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance and furnishing of the Work for which this Bid is submitted. J. The submission of this Bid constitutes an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article, and that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents. K. Bidder acknowledges and agrees to abide by all USDA-RD requirements as presented within the bidding documents, specifications, and appendices. ARTICLE 4 - BIDDER S CERTIFICATION 4.01 Bidder certifies that: A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation; B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D: Bid Form

11 ARTICLE 5 - BASIS OF BID 1. corrupt practice means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process; 2. fraudulent practice means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial noncompetitive levels, or (c) to deprive Owner of the benefits of free and open competition; 3. collusive practice means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels; and 4. coercive practice means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the e execution of the Contract Bidder has the option to complete any or all of the Water Storage Towers. If the Bidder chooses to not bid one or any of the Water Storage Towers, the Bidder shall write Not Bid in the space provided for the Total Bid Price for the Water Storage Tower the Bidder chooses not to bid. The work Bidder chooses to bid shall include all equipment, materials, labor and installation in accordance with the Contract Documents for the price(s) included in Bid Form Attachment A and following hereafter: MULTI-COLUMN TOWER TOTAL BID PRICE*: (written) Dollars ($ ). SINGLE PEDESTAL TOWER TOTAL BID PRICE*: (written) Dollars ($ ). FLUTED PILLAR TOWER TOTAL BID PRICE*: (written) Dollars ($ ). WELDED COMPOSITE TOWER TOTAL BID PRICE*: (written) Dollars ($ ) Bid Form

12 BOLTED STEEL COMPOSITE TOWER TOTAL BID PRICE*: (written) Dollars ($ ). BOLTED GLASS COMPOSITE TOWER TOTAL BID PRICE*: (written) Dollars ($ ). *All specified cash allowances are included in the price(s) set forth above, and have been computed in accordance with Paragraph of the General Conditions Bid Form

13 BID FORM ATTACHMENT A : WATER STORAGE TOWER: Item Item Description Unit Amount Multi-Column Tower 1 Mobilization 2 Water Storage Tower Elevated Water Storage Tower Foundation 3 Connection to Valve Vault 4 Logo Single Pedestal Tower Multi-Column Tower - Total Bid Price 1 Mobilization 2 Water Storage Tower Elevated Water Storage Tower Foundation 3 Connection to Valve Vault 4 Logo Fluted Pillar Tower Single Pedestal Tower - Total Bid Price 1 Mobilization 2 Water Storage Tower Elevated Water Storage Tower Foundation 3 Connection to Valve Vault 4 Logo Welded Composite Tower Fluted Pillar Tower - Total Bid Price 1 Mobilization 2 Water Storage Tower Elevated Water Storage Tower Foundation 3 Connection to Valve Vault 4 Logo Welded Composite Tower - Total Bid Price Bid Form

14 Item Item Description Unit Amount Bolted Steel Composite Tower 1 Mobilization 2 Water Storage Tower Elevated Water Storage Tower Foundation 3 Connection to Valve Vault 4 Logo Bolted Glass Composite Tower Bolted Composite Tower - Total Bid Price 1 Mobilization 2 Water Storage Tower Elevated Water Storage Tower Foundation 3 Connection to Valve Vault 4 Logo Bolted Composite Tower - Total Bid Price Bid Form

15 5.02 ALTERNATES: The Owner reserves the right to accept or reject the following alternates. Upon acceptance of the alternate(s) by the Owner, the named items shall be furnished, removed, or adjusted as shown on the Drawings and as specified. The Total Bid Price for the associated Tower will be modified accordingly. Items identified as adjustments, their costs will include the difference in cost from Total Bid Price. (Circle Add or Deduct for each Alternate) (Circle Mat Foundation or Ring Wall Foundation for the type of foundation provided in the Alternate price) *Please note that if an alternate bid is submitted, Bidder shall provide the required bid submittal information for both the base bid tower/foundation AND the alternate tower/foundation (sketches/dimensions/sizes/quantities/etc.).* Alternate No. 1: Work includes the adjustment of all labor, materials, and equipment for the installation of the Multi-Column Tower foundation from a deep foundation system to a shallow mat or ring wall foundation system. The work shall include, but is not limited to, the excavation, backfill, concrete, reinforcement, design, testing, and all other incidental and appurtenant work required to complete this item. Complete only if submitting bid for a Multi- Column Tower. A bid for this alternate is not required. Mat Foundation Ring Wall Foundation Price Add / Deduct $ Alternate No. 2: Work includes the adjustment of all labor, materials, and equipment for the installation of the Single Pedestal Tower foundation from a deep foundation system to a shallow mat or ring wall foundation system. The work shall include, but is not limited to, the excavation, backfill, concrete, reinforcement, design, testing, and all other incidental and appurtenant work required to complete this item. Complete only if submitting bid for a Single Pedestal Tower. A bid for this alternate is not required. Mat Foundation Ring Wall Foundation Price Add / Deduct $ Alternate No. 3: Work includes the adjustment of all labor, materials, and equipment for the installation of the Fluted Pillar Tower foundation from a deep foundation system to a shallow mat or ring wall foundation system. The work shall include, but is not limited to, the excavation, backfill, concrete, reinforcement, design, testing, and all other incidental and appurtenant work required to complete this item. Complete only if submitting bid for a Fluted Pillar Tower. A bid for this alternate is not required. Mat Foundation Ring Wall Foundation Price Add / Deduct $ Alternate No. 4: Work includes the adjustment of all labor, materials, and equipment for the installation of the Welded Composite Tower foundation from a deep foundation system to a Bid Form

16 shallow mat or ring wall foundation system. The work shall include, but is not limited to, the excavation, backfill, concrete, reinforcement, design, testing, and all other incidental and appurtenant work required to complete this item. Complete only if submitting bid for a Welded Composite Tower. A bid for this alternate is not required. Mat Foundation Ring Wall Foundation Price Add / Deduct $ Alternate No. 5: Work includes the adjustment of all labor, materials, and equipment for the installation of the Bolted Steel Composite Tower foundation from a deep foundation system to a shallow mat or ring wall foundation system. The work shall include, but is not limited to, the excavation, backfill, concrete, reinforcement, design, testing, and all other incidental and appurtenant work required to complete this item. Complete only if submitting bid for a Bolted Steel Composite Tower. A bid for this alternate is not required. Mat Foundation Ring Wall Foundation Price Add / Deduct $ Alternate No. 6: Work includes the adjustment of all labor, materials, and equipment for the installation of the Bolted Glass Composite Tower foundation from a deep foundation system to a shallow mat or ring wall foundation system. The work shall include, but is not limited to, the excavation, backfill, concrete, reinforcement, design, testing, and all other incidental and appurtenant work required to complete this item. Complete only if submitting bid for a Bolted Glass Composite Tower. A bid for this alternate is not required. Mat Foundation Ring Wall Foundation Price Add / Deduct $ Bid Form

17 5.03 LIFE CYCLE COST COMPARISON (LCCC) INFORMATION: Bidder is to compete the information below for those towers that bidder submitted a bid. If the Bidder chose to not bid any of the Water Storage Towers, the Bidder shall write Not Bid in the space provided for the LCCC for that tower. Incomplete LCCC information for any tower that a bid was submitted, will be grounds for removing tower from consideration. Multi-Column Tower Life Cycle Cost Information Description Unit Quantity Interior Paintable Area (water containment area only) Sq.Ft. Exterior Paintable Area Sq.Ft. Single Pedestal Tower Description Unit Quantity Interior Paintable Area (water containment area only) Sq.Ft. Exterior Paintable Area Sq.Ft. Fluted Pillar Tower Description Unit Quantity Interior Paintable Area (water containment area only) Sq.Ft. Exterior Paintable Area Sq.Ft. Welded Composite Tower Description Unit Quantity Interior Paintable Area (water containment area only) Sq.Ft. Exterior Paintable Area Sq.Ft. Bolted Steel Composite Tower Description Unit Quantity Interior Reseal (water containment area only) L.F. Exterior Reseal L.F. Bolted Glass Composite Tower Description Unit Quantity Interior Reseal (water containment area only) L.F. Exterior Reseal L.F. ARTICLE 6 - TIME OF COMPLETION 6.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement Bidder accepts the provisions of the Agreement as to liquidated damages. ARTICLE 7 - ATTACHMENTS TO THIS BID 7.01 The following documents are submitted with and made a condition of this Bid: A. Required Bid security on Bid Bond Form 00431; B. List of Subcontractors Form ; Bid Form

18 C. If Bid amount exceeds $10,000, signed Compliance Statement (RD 400-6). Refer to specific equal opportunity requirements set forth in the Supplemental General Conditions; D. If Bid amount exceeds $25,000, signed Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion Lower Tier Covered Transactions (AD-1048); E. If Bid amount exceeds $100,000, signed RD Instruction 1940-Q, Exhibit A-1, Certification for Contracts, Grants, and Loans. F. General design sketch for each tower and foundation the Bidder submits a bid for. 1. General plan must show major dimensions including tank diameter, height of low and high water levels, sizes of all principal and secondary members, thicknesses of plates/panels, arrangement of members, size of foundation, and approximate quantities of concrete and rebar. G. General design sketch for each tower and alternate foundation the Bidder submits a bid for. 1. General plan must show major dimensions including tank diameter, height of low and high water levels, sizes of all principal and secondary members, thicknesses of plates/panels, arrangement of members, size of foundation, and approximate quantities of concrete and rebar. ARTICLE 8 - DEFINED TERMS 8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions Bid Form

19 ARTICLE 9 - BID SUBMITTAL BIDDER: By: Signature Printed Name Title: (If Bidder is a corporation, a limited liability company, a partnership, or a joint venture, attach evidence of authority to sign.) Attest: Signature Printed Name Title: Submittal Date: Address for giving notices: Telephone Number: Fax Number: Contact Name and address: END OF SECTION Bid Form