Site work and paving for a civil project in Fort Worth, Texas. Completed plans call for site work for a bridge / tunnel; for paving for a bridge / tunnel; and water / sewer project.

Certain improvements included in this project must be performed by a contractor or designated subcontractor who is pre-qualified by the City at the time of bid opening. The procedures for qualification and prequalification are outlined in the Section 3 of 00 21 13 INSTRUCTIONS TO BIDDERS. If a prebid conference is held, the presentation and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders can e-mail questions or comments in accordance with Section 6 of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing." If necessary, Addenda will be issued pursuant to the Instructions to Bidders. City reserves the right to waive irregularities and to accept or reject any or all bids. City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. All inquiries relative to this procurement should be addressed to the following: Attn: Sandip Uprety, City of Fort Worth, Email: sandip.uprety@fortworthtexas.gov Phone: (682) 362-7367 AND/OR Attn: Al Radaydeh, P.E., VRX, Inc. Email: Al.radaydeh@vrxglobal.com Phone: 972-339-8963 GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: UNIT I: WATER IMPROVEMENTS 220 LF 8" PVC Water Line By Open Cut 120 LF 8" DI Water Line By Open Cut 110 LF 20" Casing By Other Than Open Cut 5 EA 8" Gate Valves UNIT II: SANITARY SEWER IMPROVEMENTS 410 LF 8" PVC Sewer Line By Open Cut 70 LF 8" DIP Sewer Line By Open Cut 120 LF 10" DIP Sewer Line By Open Cut 320 LF 18" Sewer Line By Open Cut 4 EA 4' Manholes with Water Tight Hinged Frame, Cover & Grade Rings 2 EA 4' Drop Manholes with Water Tight Hinged Frame, Cover & Grade Rings UNIT III: STORM AND CHANNEL IMPROVEMENTS 580 LF Reinforced Concrete Pipe 6 EA Curb Inlets 3,600 CY Excavation (Channel Improvements) 150 CY Site Excavated Fill (Channel Improvements) 1,580 SY Block Riprap, Dry (8" ACB) 800 SY Turf Reinforcing Mat w/ Seeding UNIT IV: PAVING & BRIDGE IMPROVEMENTS 2,610 SY 6" Concrete Pavement 46 TONS Hydrated Lime 2,740 SY 8" Lime Treatment 8 TONS CEMLIME 470 SY 8" Cement Treatment 450 SY 3" Asphalt Type D 5,630 SF 4" Concrete Sidewalk 1 EA Roadway Illumination Pole 430 CY Unclassified Excavation By Plan 2,131 CY Embankment By Plan 890 SF Retaining Wall (MSE) 2,970 SF Reinforced Concrete Slab (HPC) 1,080 LF Drill Shaft (36-In)