Site work, paving and renovation of a bridge / tunnel in Chattaroy, Washington. Completed plans call for the renovation of a bridge / tunnel; for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

COUNTY ROAD PROJECT NO. CRP 3237- for the improvement of the the Elk-Chattaroy Road Bridge No. 4901 CRP 3237 located in Section 17, Township 29 N. Range 44 E.W.M. by the rehabilitation of the concrete deck by hydro-demolishing the existing slab to a minimum depth of 3 inches, replacing the top reinforcing steel with epoxy coated reinforcement and placing a concrete Class 4000D overlay as detailed in the plans. The asphalt approaches will be raised to match the new deck elevation. Included are; scarifying concrete surface, concrete class 4000D for concrete overlay, temporary shoring, epoxy-coated steel reinforcement for bridge, CSBC, HMA, and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications.; and which involves the following approximate quantities: Mobilization 1.00 L.S.; Roadway Excavation Incl. Haul 80.00 C.Y.; Temporary Shoring 1.00 L.S.; Epoxy-Coated St. Reinf. Bar for Bridge 12,501.00 L.B.; Conc.Class 4000D for Concrete Overlay 25.00 C.Y.; Scarifying Conc. Surface 222.00 S.Y.; Further Deck Preparation 100.00 S.F.; HMA CL. 1/2 IN. PG 64-28, 0.33 Ft. Depth 278.00 S.Y.; Silt Fence 303.00 L.F.; ESC Lead 8.00 DAY.; Erosion/Water Pollution Control 1.00 EST. COUNTY ROAD PROJECT NO. CRP 3242 - provides for the improvement of the Elk Chattaroy Road Bridge No. 4901 located in Section 17, Township 29 N. Range 44 E.W.M by the removal of the existing bridge approaches and construction of a structural earth wall at each end of the bridge and placement of rip rap. Included are clearing and grubbing, structural excavation, structural earth wall, rip rap, removing and resetting permanent barrier and other work all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications.; and which involves the following approximate quantities: Clearing and Grubbing 1.00 L.S.; Archaeological and Historical Salvage 1.00 EST.; Light Loose Riprap 80.00 C.Y.; Structure Excavation Class A Incl. Haul 366.00 C.Y.; Shoring or Extra Excavation Cl. A 1.00 L.S.; Seeding, Fertilizing, and Mulching 1.00 L.S.; Removing and Resetting Existing Permanent Barr 17.00 L.F.; Sign Top Post 4.00 EACH; Sign Base Post 4.00 EACH; Sign Plate 16.00 S.F.; Structural Earth Wall 920.00 S.F. The following is applicable to Federal-aid projects. The County of Spokane, in accordance with Title VI of the Civil Rights Acts of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, Non-discrimination in Federally-Assisted Programs of the Department of the Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin or sex in consideration for an award. No bid may be considered for public work unless it is accompanied by a bid deposit in the form of a surety bond, postal money order, case, cashier check or certified check in an amount equal to five percent (5%) of the amount of the bid proposed. If the bidder to whom the contract is awarded fails to enter into the contract and furnish the contractors bond as required within ten delays after notice of the award, exclusive of the day of notice, the amount of the bid deposit shall be forfeited to the County and the contract awarded to the next lowest and best bidder. If the bid deposit is cash and is in the form of a postal money order, cashier's check or certified check the checks are to be made payable to the Spokane County Treasurer. Cash bid deposits are to accompanied by a completed Bid Deposit Form (see Appendix). Cash bid deposits of all unsuccessful bidders shall be returned after the contract is awarded and the required contractors bond and proof of insurance given by the successful bidder is accepted by the Board of County Commissioners. If the bid deposit is in the form of a surety bond it must be of a corporate surety licensed to do business in the State of Washington accompanied by a completed Bid Deposit Surety Bond Form (see Appendix). WARNING: If the bidder is to submit a bid deposit in the form of a Surety Bond, the County strongly recommends the use of the County Bid Deposit Surety Form contained in the appendix. Recent analysis has revealed that as many as 30% of the bid surety bonds submitted on public works projects are potentially fatally flawed as the contain qualifications to the 5% forfeiture penalty mandated by RCW 36.32.250. If the County Bid Deposit Surety Bond Form is not used, the bidder is warned to take special care in assuring that the language contained in the form used does not materially alter, qualify or conflict with the terms and conditions set forth in the County Bid Deposit Surety Bond Form, Bid Deposit Surety Form and RCW 36.32.250. Any such material alteration, qualification or conflict shall make the bid non-responsive and shall cause the bid to be rejected by the County. The successful bidder will be required to file a performance bond in the full amount of the contract price which bond shall be furnished by a Surety Company acceptable to the Board of County Commissioners. The Board of County Commissioners reserves the right to reject any or all bids or any part of a single bid and to waive all informalities in the bidding.