The Contract Documents for the referenced project are hereby amended in the following particulars only, with all other conditions remaining unchanged.

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1700 East Iron Ave. Salina, KS 67401 785-827-0433 phone 785-827-5949 fax 6 March 2018 Arizona California Colorado Kansas Louisiana Missouri Nebraska New Mexico Texas Utah ADDENDUM NO.

1 1700 East Iron Ave. Salina, KS phone fax 6 March 2018 Arizona California Colorado Kansas Louisiana Missouri Nebraska New Mexico Texas Utah ADDENDUM NO. 2 RE: City of Kingman, Kansas Wheatridge Addition WCI File: 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. Clarification: The only changes in this addendum are for the following changes: 1. Removal of the item for Remove and Relocate Car Port. This item is no longer part of this project. 2. Providing correct details for doweling concrete. B. PROJECT MANUAL 1. Section 00410, Bid Form, Pages thru : REPLACE the entire Bid Form from the Project Manual with the attached Bid Form. C. DRAWINGS 1. Replace the following Drawings: STREETS: 3, 5, 19 All changes to the sheets have been identified with clouds. 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 Brian Spano Project Manager

2 SECTION BID FORM Wheatridge Addition City of Kingman, Kansas 1. BID RECIPIENT. 1.1 This Bid is submitted to: City of Kingman, Kansas 324 N. Main Kingman, 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 and furnish 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. 2. BIDDER S ACKNOWLEDGEMENTS 2.1 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. 3. BIDDER S REPRESENTATIONS 3.1 In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement that: BIDDER has examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, and the following Addenda, receipt of which is hereby acknowledged: Addendum No. Addendum Date BIDDER has familiarized itself with the nature and extent of the Bidding Documents and visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work BIDDER is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work. Bid Form

3 3.1.4 BIDDER has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in SC-4.02 as containing reliable "technical data," and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in SC-4.06 as containing reliable "technical data." BIDDER has considered the information known to BIDDER; 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 the Siterelated 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, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) BIDDER s safety precautions and programs Based on the information and observations referred to in Paragraph above, BIDDER does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents 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 BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that BIDDER has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to BIDDER The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. 4. BIDDER S CERTIFICATION 4.1 BIDDER certifies that: 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; BIDDER has not directly or indirectly induced or solicited any other BIDDER to submit a false or sham Bid; BIDDER has not solicited or induced any individual or entity to refrain from bidding; and BIDDER has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.1.D: Bid Form

4 a. corrupt practice means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process; b. 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 non-competitive levels, or (c) to deprive OWNER of the benefits of free and open competition; c. 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 d. 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 execution of the Contract. 5. BASIS OF BID 5.1 BIDDER will complete the Work including all equipment, materials, labor and installation for the following Total Base Bid Contract Price on the estimated quantities and the BIDDER provided Unit Prices included in Attachment A in accordance with the Contract Documents: TOTAL BASE BID CONTRACT PRICE: (written) Dollars ($ ). Unit Prices have been computed in accordance with Paragraph B of the General Conditions. BIDDER acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all unit price Bid items will be based on actual quantities, determined as provided in the Contract Documents. Bid Form

5 BID FORM ATTACHMENT A : WHEATRIDGE ADDITION BASE BID PRICES: Bid Item Item Description Unit Estimated Quantity Sewer Improvements Sanitary Sewer Materials 1 8" Sanitary Sewer Pipe in Place L.F. 1,342 2 Standard Manhole 0'-6' (4' Dia.) EA 6 3 Additional Depths of Manhole (4' Dia) V.F " Service Line L.F Additional for Wye Fittings *8"x4") EA 23 Trench Excavation and Backfill 6 8'-10' Trench Excavation and Backfill L.F '-12' Trench Excavation and Backfill L.F '-14' Trench Excavation and Backfill L.F '-16' Trench Excavation and Backfill L.F. 375 Miscellaneous 10 Connect to Existing Manhole EA 1 11 Connect to Existing Sewer Line EA 1 12 Remove and Replace Asphalt Pavement L.F Silt Fence Slope Barrier L.F. 2, Seeding AC Temporary Construction Entrance w/ Washout EA 1 16 Traffic Control LS 1 17 Mobilization LS 1 18 Construction Staking LS 1 Subtotal Unit Price Amount Water Improvements Waterline Construction Items 1 8" Water Main in Place L.F " Gate Valve and Box EA Way Fire Hydrant EA 3 4 2" Water Meter Connection EA " HDPE Service Line L.F " Tapping Sleeve and Valve EA 1 Miscellaneous 7 Seeding AC Silt Fence Slope Barrier L.F 2,080 9 Traffic Control LS 1 10 Mobilization LS 1 11 Construction Staking LS 1 Subtotal Bid Form

6 BID FORM ATTACHMENT A : WHEATRIDGE ADDITION (cont.) BASE BID PRICES: Street Improvements Earthwork 1 Unclassified Excavation C.Y. 6,088 2 Embankment (Compacted Fill Under Street) C.Y Loose Fill (All Fill Excluding Embankment) C.Y. 684 Street Materials 4 2" BM2 Asphalt Pavement (25% Rap) TONS " BM4 Asphalt Pavement (35% Rap) TONS " BM4 Asphalt Pavement (35% Rap) TONS 1, " Standard Curb and Gutter L.F. 1, " Layback Curb and Gutter L.F. 1, " Inverted Curb and Gutter L.F " Valley Gutter S.Y " AB3 (Subgrade) S.Y. 8, '-6" Valley Gutter L.F Type 1 Sidewalk Ramp EA 1 15 Type 2 Sidewalk Ramp EA " Concrete Sidewalk S.F. 8, Detectable Warning S.F. 110 Storm Sewer 18 Type 22 Curb Inlet EA 4 19 Type 22 Radius Curb Inlet EA 1 20 Standard Storm Sewer Manhole (5'-0" x 5'-0") EA 2 21 Standard Storm Sewer Manhole (5'-6" x 5'-0") EA 1 22 Standard Storm Sewer Manhole (6'-0" x 5'-0") EA 2 23 Standard Storm Sewer Manhole (7' x 5') EA " Storm Sewer Pipe (RCP) in place L.F " Storm Sewer Pipe (RCP) in place L.F " Storm Sewer Pipe (RCP) in place L.F "x19" Storm Sewer Pipe (RCPHE) in place L.F "x24" Storm Sewer Pipe (RCPHE) in place L.F " Storm Sewer Pipe (CPP) in place L.F " End Section (CPP) EA 1 31 Flume Inlet and Slope Drain EA 1 Miscellaneous 32 Remove Asphalt Pavement S.Y. 1, Remove Concrete S.Y Saw Cutting (full depth) L.F Remove Large Trees EA 3 38 Remove/Relocate Cedar Row EA Relocate Bell and Flag Pole EA 1 39 Remove 18" CMP L.F. 27 BID FORM ATTACHMENT A : WHEATRIDGE ADDITION (cont.) Bid Form

7 BASE BID PRICES: 44 End of Roadway Signs EA 3 45 Concrete Parking Stop EA 6 46 Type "A" Compaction (See General Notes) L.F. 1, " Irrigation Sleeve L.F " Irrigation Sleeve L.F " D50 Stone RipRap S.Y Curb Inlet Protection EA Area Inlet Protecion EA 1 53 Seeding AC Erosion Control Mat (WinterStraw SNG) S.Y. 3, Silt Fence Slope Barrier L.F. 3, Temporary Construction Entrance EA 1 57 Concrete Washout Area EA 1 58 Clearing and Grubbing LS 1 59 Traffic Control LS 1 60 Mobilization LS 1 61 Construction Staking LS 1 Subtotal TOTAL BASE BID Bid Form

8 5.01 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 as shown on the Drawings and as specified. The Total Bid Price will be adjusted accordingly as shown in Attachment B and/or C. Alternate No. 1 Sugar Street Improvements: Furnishing all labor, materials, and equipment necessary to install additional Sugar Street Improvements as shown on the Drawings, and shall be paid for by the unit prices installed as shown below. If owner accepts this alternate(s) the adjustments indicated in Attachment B will be applied to the base bid. Alternate No. 2 Paving Material Changes: Furnishing all labor, materials, and equipment necessary to modify the pavement materials as instructed on the Drawings, and shall be paid for by the unit prices installed as shown below. In summary, the pavement for the parking lot will remain asphalt; however, the pavement for the roads will change from asphalt to concrete. Attachment C indicates the revised quantities of the material. The asphalt quantity and price in Attachment C will replace the asphalt quantity and price in Attachment A. If owner accepts this alternate(s) the adjustments in Attachment C will be applied to the base bid. Bid Form

9 BID FORM ATTACHMENT B : WHEATRIDGE ADDITION _ SUGAR STREET IMPROVEMENTS BASE BID PRICES: Street Improvements Earthwork 1 Unclassified Excavation C.Y Embankment (Compacted Fill Under Street) C.Y Loose Fill (All Fill Excluding Embankment) C.Y. 18 Street Materials 7 6" CONCRETE Pavement S.Y. 1, " Standard Curb and Gutter L.F " AB3 (Subgrade) S.Y. 1,360 Miscellaneous 34 Remove and Replace Concrete Entrance (6") S.Y Remove and Replace Gravel Surfacing (2" C.Y Saw Cutting (full depth) L.F Road Gravel C.Y TOTAL ALTERNATE COST (+ indicates an add to the base bid; - indicates a deduct from the base bid) Bid Form

10 BID FORM ATTACHMENT B : WHEATRIDGE ADDITION _ PAVEMENT MATERIAL CHANGES BASE BID PRICES: Street Improvements Street Materials 4 2" BM2 Asphalt Pavement (25% Rap) TONS " BM4 Asphalt Pavement (35% Rap) TONS " BM4 Asphalt Pavement (35% Rap) TONS " CONCRETE Pavement S.Y. 3,706 TOTAL ALTERANATE COST (the above cost will replace the cost for items 4-7 on the base bid; please note there is no item 7 on the base bid as there is no concrete pavement for the base bid.) Bid Form

11 6. TIME OF COMPLETION 6.1 Bidder agrees that the Work will be substantially complete within 210 calendar days after the date when the Contract Times commence to run as provided in Paragraph 2.03 of the General Conditions, and will be completed and ready for final payment in accordance with Paragraph of the General Conditions within 210 calendar days after the date when the Contract Times commence to run. 6.2 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified above. 7. ATTACHMENTS TO THIS BID 7.1 The following documents are submitted with and made a condition of this Bid: 8. DEFINED TERMS Required Bid security; 8.1 The terms used in this Bid which have the meanings assigned to them as defined in the Instruction to BIDDERS, the General Conditions, and the Supplementary Conditions. 9. ADDRESS 9.1 Communications concerning this Bid shall be addressed to: The address of BIDDER indicated below. Bid Form

12 10. BID SUBMITTAL 10.1 This Bid is submitted by: If Bidder is: An Individual Name (typed or printed): By: (Individual s signature) Doing business as: A Partnership Partnership Name: By: (Signature of general partner -- attach evidence of authority to sign) Name (typed or printed): A Corporation Corporation Name: (SEAL) State of Incorporation: Type (General Business, Professional, Service, Limited Liability): By: (Signature -- attach evidence of authority to sign) Name (typed or printed): Title: (CORPORATE SEAL) Attest Date of Qualification to do business in is / /. Bid Form

13 A Joint Venture Name of Joint Venture: First Joint Venturer Name: (SEAL) By: (Signature of first joint venture partner -- attach evidence of authority to sign) Name (typed or printed): Title: Second Joint Venturer Name: (SEAL) By: (Signature of second joint venture partner -- attach evidence of authority to sign) Name (typed or printed): Title: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.) BIDDER's Business Address Phone No. Fax No. SUBMITTED on, 20. END OF SECTION Bid Form

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SECTION BID FORM LICK RUN INTERCEPTOR REHABILITATION

SECTION BID FORM LICK RUN INTERCEPTOR REHABILITATION SECTION 00410 BID FORM LICK RUN INTERCEPTOR REHABILITATION ARTICLE 1 BID RECIPIENT 1.01 This Bid is submitted to: WESTERN VIRGINIA WATER AUTHORITY ATTN: Earl Smith, P.E. Engineering Services Third Floor,