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2012-063A
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2012-063A
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Entry Properties
Last modified
12/18/2015 11:13:16 AM
Creation date
10/1/2015 4:21:39 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
04/10/2012
Control Number
2012-063A
Agenda Item Number
15.B.1
Entity Name
Comanco Environmental Corporation
Subject
Phase 2 Cell 1 Segment 3 Landfill Expansion Project
EJCDC Standard Form of Agreement Stipulated Price
Archived Roll/Disk#
112-R-0001
Supplemental fields
SmeadsoftID
11115
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0 10 / / ;1, <br /> ao � a o <br /> 43A . <br /> SECTION 00530 - EJCDC STANDARD FORM OF AGREEMENT <br /> BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE <br /> THIS AGREEMENT ("Agreement" or " Contract") , dated the t ''1 day of -- Lin the <br /> year 2q_�y and between Indian River County Solid Waste Disposal District , a dependent special <br /> district of Indian River County , which is a political subdivision in the State of Florida ( hereinafter <br /> called OWNER) and Comanco Environmental Corporation ( hereinafter called CONTRACTOR) . <br /> OWNER and CONTRACTOR , in consideration of the mutual covenants hereinafter set forth , agree <br /> as follows : <br /> ARTICLE 1 WORK <br /> CONTRACTOR as an independent contractor and not as an employee shall furnish <br /> and complete all of the necessary labor, material , and equipment to perform the work <br /> as specified or indicated in the Contract Documents . The work is generally described <br /> as follows : <br /> Construction of Phase 2 of the Cell 1 — Segment 3 Expansion of the Class I Landfill . <br /> General requirements of the work to be performed at the Indian River County <br /> Landfill , Phase 2 of Cell 1 construction shall include the items listed below. <br /> 1 . Clearing , grubbing , and/or stripping the construction area as directed by the Engineer or <br /> the Owner; <br /> 2 . Stripping of topsoil from the Segment 2 side slopes and stockpiling in an area designated <br /> by the Engineer or Owner; <br /> 3 . Use of appropriate dust control measures during earthwork operations ; <br /> 4 . Excavation (removal) of cover protective layer soils above the final cover geosynthetics on <br /> the Segment 2 side slopes and stockpiling in a designated area for use as liner <br /> construction material ( general fill ) ; <br /> 5 . Construction of a diversion berm on the east slope of Segment 2 as shown on the <br /> Construction Drawings ; <br /> 6 . Removal of existing stormwater pipes from the final cover on the east slopes of Segment 2 ; <br /> 7 . Removal and relocation of box culvert at the northeast corner of Segment 2 and installation <br /> to connect the perimeter ditch north of Segment 2 to the new perimeter ditch north of Cell 1 <br /> — Segment 3 Expansion as shown on the Construction Drawings or as directed by the <br /> Engineer; <br /> 8 . Removal and demolition of existing Manholes 1 through 4 ( MH - 1 to MH -4 ) and disposal as <br /> directed by the Owner; <br /> 9 . Construction of the leachate conveyance system east of Segment 2 , including connection <br /> of the Segment 2 leachate collection piping system , and connection to Manhole 9 (MH-9) ; <br /> 00530-1 <br />
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