Site work and paving for a civil project in Perry, Oklahoma. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

Water System Improvements Item Description Qty Unit 1 10" PVC C900 DR 18 3223 L.F. 2 6" PVC C900 DR 18 71 L.F. 3 10" Gate Valve and Box 3 E.A. 4 6" Gate Valve and Box 9 E.A. 5 12"x12"x10" Tapping Sleeve and Valve 1 E.A. 6 12"x12"x6" Tapping Sleeve and Valve 1 E.A. 7 Fire Hydrant and Riser 7 E.A. 8 10"x10"x6" Tee 8 E.A. 9 10" Cap 1 E.A. 10 6" x 22.5& Bend 1 E.A. 11 6" x 45& Bend 2 E.A. 12 6"x6"x6" Tee 3 E.A. 13 6" Solid Sleeve 3 E.A. 14 3/4" Corporation Stop 1 E.A. 15 1" Corporation Stop 1 E.A. 16 2" Corporation Stop 1 E.A. 17 3/4" Interconnection 1 E.A. 18 1" Interconnection 1 E.A. 19 2" Interconnection 1 E.A. 20 6" Interconnection 2 E.A. 21 3/4" Service Saddle 1 E.A. 22 1" Service Saddle 1 E.A. 23 2" Service Saddle 1 E.A. 24 6" Cut and Plug 3 E.A. 25 3/4" CTS HDPE SDR9 83 E.A. 26 Reconnect Meter 1 E.A. 27 Asphalt Paving Repair 10 S.Y. 28 Gravel Repair 16 S.Y. 29 Embedment Material 630 C.Y. 30 Aggregate Backfill 14 C.Y. 31 Pressure Test and Disinfect 1 L.S. 32 Bermuda Grass 4393 S.Y. Sewer System Improvements Item Description Qty Unit 1 10" PVC SDR 26 Sewer Line 1546 L.F. 2 Trench Excavation ( 0-10') 1136 L.F. 3 Trench Excavation ( 10'-15') 410 L.F. 4 4' Diameter Sanitary Sewer Manhole (0-6') 8 E.A. 5 4' Diameter Extra Depth Manhole 28.64 V.F. 6 Core & Grout Existing Manhole 1 E.A. 7 Embedment Material 297 C.Y. 8 4" Sewer Service Line & Connection 112 L.F. 9 6" Sewer Service Line & Connection 35 L.F. 10 Plug Abandoned Service Connections 1 L.S. 11 Bermuda Grass Sodding 3385 S.Y. 12 Manhole Testing 1 L.S. 13 Sewer Main Testing 1 L.S. 14 Clearing & Grubbing 1 L.S. 15 Removal of Obstructions 1 L.S. 16 Sewer Flow Control 1 L.S. 17 Camera Inspection 1546 L.F. Bids submitted earlier than ninety-six (96) hours before the Bid Opening will be rejected and returned unopened. Upon receipt at the specified time, all bids will be carefully examined to ensure they are complete and accurate. All construction work and materials provided must adhere strictly to the Contract Documents prepared by Cimarron Valley Engineering, LLC. The contract will be granted to the bidder who offers the lowest price, demonstrates responsiveness and responsibility, and has demonstrated qualifications. The Owner retains the authority to rectify any minor clerical errors in the bids as permitted by Oklahoma Law. Furthermore, the Owner maintains the right to refuse any or all bids as outlined in accordance with the Oklahoma Public Competitive Bidding Act of 1974. Bids submitted with conditions will not be considered. Each bidder must submit their original bid, lodged with the City of Perry, Perry Municipal Authority, accompanied by a certified or Cashier's Check from a solvent Oklahoma bank, or a Bidder's Bond. This bond must be equivalent to five (5) percent of the bid amount, serving as a guarantee of the bidder's capability to fulfill the contract bid and enter into a written agreement with the Owner. The Owner will withhold the deposit as liquidated damages if the successful bidder fails to execute the contract and provide the specified bonds within the allotted timeframe. Deposits from unsuccessful bidders will be returned upon the completion of the Contract and provision of required bonds. Each bidder must submit a sworn written statement affirming that they have not engaged in any agreements, either direct or indirect, with other bidders regarding bid prices, bid limitations, payment for promotional expenses, or subcontracting arrangements. Construction, 2-year Maintenance, and Payment Bonds, amounting to 100% of the contract price, are mandatory for this project. These bonds must be secured from a Corporate Surety licensed in Oklahoma and approved by the Owner and Consulting Engineer. The bidder must identify the Surety or Sureties responsible for signing the bond if the contract is awarded. The Maintenance Bond will ensure the repair of any damage resulting from faulty materials or workmanship for a period of two (2) years following the Owner's acceptance of the work. For all further details regarding bid submission, qualifications, procedures, and contract award, please refer to the Instructions to Bidders included in the Bidding Documents. Bids must remain valid for 30 days following the bid opening date. Within this period, the Owner retains the right to award the contract to the lowest responsive, responsible bidder or reject any or all bids for the project. The Owner reserves the right to reject any or all bids, waive irregularities in bids deemed to be in the best interests of the Owner, and reject nonconforming, nonresponsive, or conditional bids. In the event of ambiguity or lack of clarity in bid pricing, the Owner reserves the right to interpret bids in the most advantageous manner or reject them outright. All construction work and materials provided must adhere strictly to the Contract Documents prepared by Cimarron Valley Engineering, LLC. Question Deadline 06/25/2025 Bidder shall submit all questions about the meaning or intent of the Bidding Documents to Engineer in writing. Contact information and submittal procedures for such questions are as follows: Submitted via instructions at Designated Website Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered to all registered plan holders. Questions received less than seven days prior to the date for opening of Bids may not be a