Site work for a bridge / tunnel in Houston, Texas. Completed plans call for site work for a bridge / tunnel.

Project scope shall include high pressure cleaning and fluoropolymer recoating of Tuckerton Road Bridge. It is the responsibility of the Contractor bidding the project to ensure the accuracy of the reproduction of all Bid Documents and Construction Drawings. This includes, but is not limited to, proper scaling, paper width and length, etc. Failure to do so may result in errors in the Unit Bid Quantities and/or Bid Amounts. Bid open Dial by your location +1 346 248 7799 US (Houston) +1 669 444 9171 US +1 719 359 4580 US +1 720 707 2699 US (Denver) +1 253 205 0468 US +1 253 215 8782 US (Tacoma) +1 386 347 5053 US +1 507 473 4847 US +1 564 217 2000 US +1 646 558 8656 US (New York) +1 646 931 3860 US +1 689 278 1000 US +1 301 715 8592 US (Washington DC) +1 305 224 1968 US +1 309 205 3325 US +1 312 626 6799 US (Chicago) +1 360 209 5623 US Meeting ID: 835 8023 9518 Passcode: 766372 Pre - Bid Dial by your location +1 346 248 7799 US (Houston) +1 253 205 0468 US +1 253 215 8782 US (Tacoma) +1 669 444 9171 US +1 719 359 4580 US +1 720 707 2699 US (Denver) +1 646 558 8656 US (New York) +1 646 931 3860 US +1 689 278 1000 US +1 301 715 8592 US (Washington DC) +1 305 224 1968 US +1 309 205 3325 US +1 312 626 6799 US (Chicago) +1 360 209 5623 US +1 386 347 5053 US +1 507 473 4847 US +1 564 217 2000 US Meeting ID: 890 6232 7995 Passcode: 838099 The Owner reserves the right to reject any or all Bids. All Bids received after the above-designated Bid opening time will be returned unopened. Scope: For water lines and force mains, the Engineer will furnish offset stakes showing cut to the top of pipe every fifty (50) feet on tangent lines and every fifty (50) feet on curves. Offset stakes will be provided for all fittings and valves. The stationing that will be shown on the stakes will be the actual length of the pipe to be laid. For sanitary and storm sewers, the Engineer will furnish offset stakes showing cut to the flowline of the pipe every twenty-five (25) feet. For roadways, the Engineer will furnish offset stakes showing cut or fill to centerline of the pavement. The Engineer will provide stakes at twenty-five (25) foot intervals on horizontal curves and twenty (20) foot intervals in vertical curves. The Contractor shall employ competent grade setters to control flowline, top of curb elevation and top of pipe elevations from the information provided on reference stakes 12.BR068