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Agmt97 Signet Testing Labs
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Agmt97 Signet Testing Labs
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Last modified
7/5/2005 2:57:04 PM
Creation date
10/3/2003 10:17:39 AM
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Template:
Agreement
Contractor Name
Signet Testing Labs
PROJECT NAME
construction and inspection services
RMP File Number
304
Date
9/22/1997
Box
5862
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~ T~sOng L~L~s <br /> <br /> TESTING AND INSPECTION SERVICES <br /> (continued) <br /> <br /> III. MASONRY: Note that the project specifications call for the mortar mix to be <br /> tested for compression, consistency, mortar aggregate ratio, splitting tensile <br /> and to ensure the mix will not cause effluorescence. The grout mix <br /> is to be tested for compression, shear strength, and slump. This estimate <br /> excludes these items under the assumption that the batch plant / mason <br /> may use mix designs which have been previously tested. Reinforcing steel <br /> mill certificates to be provided to Signer's field inspector. <br /> <br /> Block/Reinforcing/Mortar & Grout Placement Inspection <br /> No. days: 10 No. hrs: 80 Rate/hr: 43.00 $ 3,440.00 <br /> <br /> Mortar Compression Tests (during construction) <br /> No.: 18 Rate/ea: 18.50 $ 333.00 <br /> <br /> Grout Sample Compression Test (during construction) <br /> No.: 18 Rate/ea: 18.50 $ 333.00 <br /> <br /> Pick Up of Samples <br /> No. trips: 6 Rate/ea: 34.00 $ 204.00 <br /> <br /> IV. SPECIALTY TESTING / ENGINEERING (At generator / tank area) <br /> <br /> Proof-Load Testing (Assuming no "hold time" is required) <br /> No. days: 0.5 No. hfs: 4 Rate/hr: 43.00 $ 172.00 <br /> <br /> Equipment Fee (Includes Usage & Calibration) <br /> No. hrs: 4 Rate/hr: 3.50 $ 14.00 <br /> <br /> V. GLU-LAM BEAMS (To be subcontracted to local agency): <br /> Fabricator is Standard Structures in Santa Rosa. Note that this <br /> 6,000 board foot job entails special fabrication set-up time for curved <br /> beams and architectural finishes. <br /> <br /> Fabrication Inspection <br /> No. days: 8 No. hrs: 32 Rate/hr: 45.00 $ 1,440.00 <br /> <br /> Administrative Fee: Rate: 15% $ 216.00 <br /> <br /> Page 2 of 3 <br /> <br /> <br />
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