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Agmt05 Moffatt & Nichol Engineer
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Agmt05 Moffatt & Nichol Engineer
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Last modified
8/1/2013 4:22:17 PM
Creation date
1/3/2006 10:26:40 AM
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Template:
Agreement
Contractor Name
Moffatt & Nichol Engineers
PROJECT NAME
engineering & design services
RMP File Number
304
Date
12/28/2005
MO Ref
05-222, 08-220, 13-132
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<br />1IIII~lIIIIlIIII <br />MOFFAtt !NICHOL <br /> <br />2001 N. Main Street <br />Suite 360 <br />WalnutCreek,Callfomla 94596 <br /> <br />(925) 944-5411 <br />Fax (925) 9444732 <br /> <br />November 6, 2008 <br /> <br />Mr. Brian Lee <br />City of Redwood City <br />1017 Middlefield Road <br />Redwood City, CA 94064 <br /> <br />Subj: Revised Proposal- Redwood Shores Lagoon Dredging <br />Redwood City Lagoon Maintenance Dredging Program <br />M&N File No: 08003-20 <br /> <br />Dear Brian: <br /> <br />This revised proposal provides a scope ,of work and fee for .assisting the City with dredging <br />efforts at the Redwood Shores Lagoon. We understand that the City has replaced sluice <br />gates at some portions of the Lagoon, and maintenance dredging is needed to clear the areas <br />in front of the new sluice gates. Locations of these gates were provided by you in a figure to <br />us. The intake channel fi:omBelmont Slough will also require dredging. Given that dredging <br />projects usually entail high mobilization costs associated with bringing in specialized marine <br />equipment, it may be prudent to look at additional shallow areas where the City applies <br />herbicides to control nuisance plants. We have added this task lnto this revised proposal as <br />an allowance. . <br /> <br />This proposal is to identify the extent and volume of required dredging, provide permit <br />assistance, and prepare Bid Documents for the required maintenance dredging. <br /> <br />Scop~ of Work <br /> <br />We propose the fonowing scope of work based on our discussions. <br /> <br />1. Estimate. Dredaina Limits and Volume <br /> <br />The City has determined that portions of the lagoon, where sluice gates 1, 2, 3, 29, 5, 6, <br />19, 20, 21,22, 23 and 24 are located, need to be dredged. Additional dredging is needed <br />at the intake channel from Belmont Slough. The intake structure is a gravity inlet and the <br />channel from the inlet structure to the lagoon has silted in. We foresee the following work <br />items to make this determination: <br /> <br />. Review design of gates (Le.size,invertelevation,flows) <br /> <br />. Conduct field visit to determine extent of dredging and make depth measurements <br />as necessary <br /> <br />. Estimate footprint of dredging area .and volume <br /> <br />. Evaluate site access and right-of-way/easement for contractor access to proposed <br />dredge areas <br /> <br />-.. <br />
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