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25J - AGMT - SEWER SRVS
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25J - AGMT - SEWER SRVS
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Last modified
8/10/2017 6:45:13 PM
Creation date
8/10/2017 6:38:12 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
25J
Date
8/15/2017
Destruction Year
2022
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SCOPE OF SERVICES <br />Houston & Harris PGS, Inc. proposes the following phases, tasks to be completed and deliverables for <br />this project: <br />Phase 1— Implementation <br />After the Standard Agreement is fully executed and all required documents received, including the <br />payment information packet, the terms of the Agreement will begin. A kick-off meeting will be held with <br />the City personnel and Houston & Harris team in attendance. Introductions will be made and the following <br />Scope of Services will be discussed. At this time any questions or concerns will be addressed and the <br />first task along with corresponding maps will be presented for completion. Houston & Harris will await <br />the Notice to Proceed before beginning the first task. <br />The following phases will be repeated as new tasks are presented throughout the contract. <br />Phase 2 — Cleaning/Video Inspection — per Statement of Qualifications, Understanding of Need <br />A standard work day consist of: <br />Sewer Mainline Cleanino <br />1. Arrive at the City yard at 6:30 A.M. <br />2. The operator(s) will do a 'vehicle walk around safety inspection', check the fluids and equipment <br />to be used. <br />3. The cleaner and video operators review the area and lines to be cleaned and inspected. <br />4. After filling the truck with water, the cleaner will drive to the first manhole to be cleaned. Operator <br />will set up appropriate traffic control based on location and W.A.T.C.H. Manual. <br />5. Before opening the manhole the operator will use a gas detector to check for any hazardous gas <br />that may be present. <br />6. Once gases have been monitored and deemed safe, he will remove the manhole cover, select <br />the appropriate nozzle and skid for the pipe size and lower the nozzle into the upstream portion <br />of the pipe. <br />7. The operator will increase the water pressure, as necessary to propel the nozzle and hose <br />forward. Depending on the distance from manhole to manhole the operator will overlap the <br />upstream manhole by a distance of 10 feet to ensure no debris is left in the pipe or invert of the <br />upstream manhole. <br />8. Once the nozzle has reached the upstream manhole plus 10 feet, the operator will reduce the <br />water pressure and begin the retrieval at a rate no more than 3 feet per second. Any debris in the <br />City of Santa Ana <br />Closed Circuit Television (CCTV) Inspection of Sanitary Sewers <br />RFP N0.: 17.055 <br />Py'"\ 21831 Barton Road <br />Grand Terrace, CA 92313 <br />909.422.89 JBIBi F <br />r. <br />CA #118416 �� <br />
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