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2012-101A
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2012-101A
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Last modified
12/28/2015 1:31:44 PM
Creation date
10/1/2015 4:28:13 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
05/22/2012
Control Number
2012-101A
Agenda Item Number
12.I.1
Entity Name
Timothy Rose Contracting
Subject
Contract Documents and Specifications
Oslo Road Phase 111 Roadway Improvements
Area
58th Avenue and 43rd Avenue
Project Number
0517
Bid Number
2012036
Supplemental fields
SmeadsoftID
11224
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EFFIF <br /> 771 <br /> ee <br /> Addendum No . 1 <br /> April 23 , 2012 <br /> Bid No : 2012036 <br /> 2 . Pay Item 570- 1 -2A was revised to change the description from " FLORATAM " sod to <br /> " COMMON BERMUDA" . <br /> 3 . Pay Items 415 - 1 -5 , 415- 147 415 - 1 -9 and 530 - 3-3 quantities were revised due to <br /> erroneous take offs in the Bridge Plans . <br /> 4 . Division 2 Technical Provisions Section 108 Aerial Photograph was revised to add <br /> language to state "The photographs are to cover 1000 - LF east and west of the <br /> project limits " . <br /> 5 . At the pre- bid meeting it was stated that the existing Field Office located at the <br /> northeast corner of Oslo Road and 27th Avenue will be utilized . That statement was <br /> not correct due to the timing of Phase II Improvements being completed and the <br /> beginning of Phase III Improvements . To clarify , a field office will be required and it <br /> will have to adhere to Section 109 - Field Office under Division 2 Technical <br /> Provisions . Please note that the field office is also to include the following two <br /> computers for COUNTY PERSONEL : <br /> • Dell Latitude Laptop E5520 <br /> 0 Dell OptiPlex 790 Minitower Base , Standard PSU (225-0781 ) with 20 - inch <br /> Dell Flat Panel Display <br /> These computers will be the property of Indian River County once the project is <br /> complete . Please refer to Technical Specification 109 under Division 2 Technical <br /> Provisions attached as part of the subject addendum for further details . <br /> 6 . The plans call -out excavating to elevation 16 . 004eet NGVD in the proposed <br /> retention area and filling the excavated area with special fill mix ( Pay Item 120-6 -2 ) <br /> to achieve a permeability rate of 107day . The excavation of this area will be paid <br /> under Pay Item 120 - 1 ( Regular Excavation ) . <br /> 7 . Pay Item 1204 ( Subsoil Excavation ) has been added to cover the area <br /> approximately 204eet north of the existing edge of pavement at station 88 + 00 that <br /> is found to have very clayey fine sand . We anticipate having to excavate <br /> approximately 2 , 225 CY of organic type material . Therefore , the Pay Item 120-6- 1 <br /> Embankment has been revised to account for the additional fill material . <br /> 8 . Plan Sheet 52 of 69 and Pay Item 580- 1 has been revised to state Cypress Mulch . <br /> The Site Preparation Note No . 3 on Sheet 52 has been revised to a minimum depth <br /> of 36 - inches to match the Typical Landscape Median note . Also , Plan Sheet 51 of <br /> 69 the Thrust Block Detail has been revised accordingly. <br /> 9 . Relocating the existing fiber is already a part of the original contract . Please refer <br /> to Pay Item 783- 1420 . <br /> Page 2 of 4 <br /> F:IPublic WorkslENGINEERING DIVISION PROJECTSI0517-OSLO ROAD 43rd Ave to 58th Ave-Phase IIIIAdmiml bid <br /> documentslAddendumslAddendum No. 104 _-2342.doc <br />
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