Laserfiche WebLink
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 />