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Specifications Vol. II
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(09-09-01) Streetscape Improvements 175th Ter & 183rd St
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Specifications Vol. II
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5/12/2011 11:13:16 AM
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5/12/2011 11:12:16 AM
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CityClerk-Bids_RFP_RFQ
Project Name
Median Closure
Bid No. (xx-xx-xx)
09-09-01
Project Type (Bid, RFP, RFQ)
Bid
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<br />,.., <br /> <br />. <br /> <br />II <br /> <br />. <br /> <br />OP 1, OP 2 and OP 3, as appropriate to the Method of Coating Application, prior to <br />Contract award. <br />Provide documentation to the Engineer that all personnel performing coating <br />inspections are NACE CIP certified or are reporting directly to a NACE CIP certified <br />inspector. <br />Certification must be maintained for the duration of the Contract. If certification <br />expires, the firm will not be allowed to perform any work until the certification is reissued. <br />Requests for extension of time for any delay to the completion of the project due to <br />an inactive certification will not be considered and liquidated damages will apply. Notify <br />the Engineer of any change in Contractor certification status. <br /> <br />,.., <br /> <br />. <br /> <br />II <br /> <br />. <br /> <br />,.., <br /> <br />. <br /> <br />-. <br /> <br />560-7 Surface Preparation. <br />560-7.1 Surface Cleaning: Ensure all surfaces to be coated are clean, dry, and free <br />from oil, grease, dirt, dust, soluble salts, corrosion, peeling coating, caulking, weld spatter, <br />mill scale and any other surface contaminants. Prepare all surfaces that will become <br />inaccessible after fabrication, erection, or installation while accessible. Sequence the <br />surface preparations and coating operations so that freshly applied coatings will not be <br />contaminated by dust or foreign matter. Protect all equipment and adjacent surfaces not to <br />be coated from surface preparation operations. Protect working mechanisms against <br />intrusion of abrasive. In the event that any rusting or contamination occurs after the <br />completion of the surface preparation, clean the surfaces again to the initial requirements. <br />All corners resulting from sawing, burning, or shearing operations must be <br />broken. Clean all welds and prepare the area within 2 inches [50 mm] of welds by blast <br />cleaning, power wire brushing, water scrubbing, or chemically scrubbing to remove all <br />detrimental welding deposits and to create a surface profile meeting the coating <br />manufacture requirements. <br />560-7.1.1 Degreasing: Degrease by solvent cleaning, detergent washing, or <br />steam cleaning in accordance with SSPC-SP 1. <br />560-7.1.2 Water Washing: When high levels of chloride or other undesirable <br />contaminants are found on the surfaces, water wash using standard industrial pressure <br />cleaners with a pressure versus volume output balance that will ensure thorough cleaning. <br />560-7.1.3 Soluble Salts Detection and Removal: Determine the chloride, <br />sulfate and nitrate concentrations on all structure surfaces, using soluble salts test kits <br />meeting the requirements of 560-2.4, laboratory test methods or other method approved <br />by the Engineer capable of accurately detecting the concentrations at required limits. <br />Measure the chloride level using a method described in SSPC-TU 4. <br />Ensure the chloride level on the blast-cleaned surface does not exceed 7 /-lg/cm2 in <br />accordance with SSPC-SP 12, NV-2. Assessing Conformance with Blast Cleaning <br />Standards. <br />After surface preparation on structural steel, thoroughly inspect the <br />surfaces. Take soluble salt measurements at the test rate identified in SSPC-PA2. When <br />the test results exceeds 7 !-lg/cm2 for any of the salt concentrations, the inspector will <br />increase the rate of measurements as required to determine the extent of the deficient <br />area. <br />If water washing does not reduce the soluble salt concentration to the <br />acceptable levels, a surface treatment or water additive may be used. Ensure the surface <br />treatment or additive is approved by the Coating System supplier and the Engineer. <br /> <br />II <br /> <br />. <br /> <br />..., <br />. <br /> <br />.., <br />. <br /> <br />, <br />. <br /> <br />.., <br />. <br /> <br />.., <br />I <br /> <br />. <br /> <br />II <br /> <br />. <br /> <br />M <br /> <br />. <br /> <br />. <br /> <br />-. <br /> <br />. <br /> <br />II <br /> <br />. <br /> <br />II <br /> <br />. <br /> <br />.... <br /> <br />. <br /> <br />,.., <br /> <br />09/09 <br /> <br />01000-130 <br /> <br />03-4122.F <br /> <br />- <br />
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