{"id":240256,"date":"2022-06-09T06:34:34","date_gmt":"2022-06-09T11:34:34","guid":{"rendered":"https:\/\/grahambuilds.com\/?p=240256"},"modified":"2023-09-15T14:24:00","modified_gmt":"2023-09-15T19:24:00","slug":"kearl-consolidated-civil-works","status":"publish","type":"post","link":"https:\/\/grahambuilds.com\/kearl-consolidated-civil-works\/","title":{"rendered":"Kearl Consolidated Civil Works"},"content":{"rendered":"
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[\/et_pb_text][et_pb_blurb title=”Location: Wood Buffalo, AB” icon_placement=”left” image_icon_width=”18px” module_class=”project-location-blurb” _builder_version=”4.16″ _module_preset=”default” header_font=”|600||on|||||” header_text_color=”#939598″ header_font_size=”16px” header_letter_spacing=”1px” global_colors_info=”{}” custom_css_before__hover_enabled=”off|desktop”][\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”3_5,1_5,1_5″ use_custom_gutter=”on” gutter_width=”2″ custom_padding_last_edited=”on|phone” module_id=”gboxes” module_class=”flip” _builder_version=”4.18.0″ _module_preset=”default” background_color=”#FFFFFF” width=”100%” max_width=”100%” custom_padding=”15px|50px|0px|50px|false|true” custom_padding_tablet=”|50px|0px|50px|false|true” custom_padding_phone=”50px|20px|0px|20px|false|true” global_colors_info=”{}”][et_pb_column type=”3_5″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.17.6″ text_font=”||||||||” text_text_color=”#000000″ text_line_height=”1.8em” locked=”off” global_colors_info=”{}”]<\/p>\n
Graham\u2019s scope of civil work includes Large Soil Handling (~5M BCM), Pit Development (~2M BCM) and Water Management and Dewatering activities. Large Soil Handling includes soil windrowing of salvaged soils, loading and hauling of soils, and soil stockpile relocation and management. Most soil salvage activities occur in the fall and winter to avoid bird nesting activities and to utilize frozen conditions for easier access and soil preservation.<\/p>\n
Pit Development scope includes polishing pond construction, ditch development and reclamation soil stockpile development. The polishing ponds are unlined excavations that include inlet\/outlet ditch systems, spillway excavation, erosion control, and outlet structure installation. Early pit development includes several surface and shallow drainage ditches designed to collect and direct surface water to the polishing pond. These ditches are between 2-5m deep in through both overburden and muskeg.<\/p>\n
Most of the water management activities will occur in the fall and winter seasons avoiding bird nesting activities and optimizing on prevailing freezing conditions. This will help expand the existing CODA \u2013 Stage 4 \/ East area, as well as facilitate dewatering of the South Pit Mine area. The activities include general earthworks, water management, culvert installation, upgrading of access roads (CODA Pond 2) and installation of pump skid, amongst other scopes.<\/p>\n
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Imperial Oil Ltd
\n[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_5″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.16″ _module_preset=”default” text_font=”||||||||” text_text_color=”#000000″ text_font_size=”16px” text_line_height=”1.2em” header_2_font=”|||on|||||” header_2_text_align=”left” header_2_font_size=”42px” header_2_line_height=”1.4em” header_3_font=”|600||on|||||” header_3_text_color=”#939598″ header_3_font_size=”16px” header_3_letter_spacing=”2px” custom_margin=”||25px||false|false” animation_style=”fade” header_2_font_size_tablet=”40px” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” locked=”off” global_colors_info=”{}”]<\/p>\n
Stipulated Price
\n[\/et_pb_text][et_pb_text _builder_version=”4.16″ _module_preset=”default” text_font=”||||||||” text_text_color=”#000000″ text_font_size=”16px” text_line_height=”1.2em” header_2_font=”|||on|||||” header_2_text_align=”left” header_2_font_size=”42px” header_2_line_height=”1.4em” header_3_font=”|600||on|||||” header_3_text_color=”#939598″ header_3_font_size=”16px” header_3_letter_spacing=”2px” custom_margin=”||25px||false|false” animation_style=”fade” header_2_font_size_tablet=”40px” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” locked=”off” global_colors_info=”{}”]<\/p>\n
Dec 2025
\n[\/et_pb_text][et_pb_text _builder_version=”4.16″ _module_preset=”default” text_font=”||||||||” text_text_color=”#000000″ text_font_size=”16px” text_line_height=”1.2em” header_2_font=”|||on|||||” header_2_text_align=”left” header_2_font_size=”42px” header_2_line_height=”1.4em” header_3_font=”|600||on|||||” header_3_text_color=”#939598″ header_3_font_size=”16px” header_3_letter_spacing=”2px” custom_margin=”||25px||false|false” animation_style=”fade” header_2_font_size_tablet=”40px” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” locked=”off” global_colors_info=”{}”]<\/p>\n
49 months
\n[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row use_custom_gutter=”on” gutter_width=”2″ custom_padding_last_edited=”on|tablet” disabled_on=”on|on|on” module_class=”flip” _builder_version=”4.16″ _module_preset=”default” background_color=”#FFFFFF” width=”100%” max_width=”100%” custom_padding=”15px|50px|0px|50px|false|true” custom_padding_tablet=”|50px|50px|50px|false|true” custom_padding_phone=”10px|20px|70px|20px|false|true” disabled=”on” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.16″ text_font=”||||||||” text_text_color=”#000000″ text_line_height=”1.8em” link_text_color=”#B5121A” locked=”off” global_colors_info=”{}”]Pit Development scope includes polishing pond construction, ditch development and reclamation soil stockpile development. The polishing ponds are unlined excavations that include inlet\/outlet ditch systems, spillway excavation, erosion control, and outlet structure installation. Early pit development includes several surface and shallow drainage ditches designed to collect and direct surface water to the polishing pond. These ditches are between 2-5m deep in through both overburden and muskeg.<\/p>\n
Most of the water management activities will occur in the fall and winter seasons avoiding bird nesting activities and to optimize on prevailing freezing conditions. This will help expand the existing CODA \u2013 Stage 4 \/ East area, as well as facilitate dewatering of the South Pit Mine area. The activities include general earthworks, water management, culvert installation, upgrading of access roads (CODA Pond 2) and installation of pump skid, amongst other scopes.
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[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row make_equal=”on” _builder_version=”4.16″ _module_preset=”default” width=”70%” max_width=”70%” max_width_tablet=”80%” max_width_phone=”80%” max_width_last_edited=”on|tablet” custom_css_main_element=”align-items: center;” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.16″ text_font=”||||||||” text_text_color=”#FFFFFF” text_line_height=”1.8em” width=”70%” width_tablet=”100%” width_phone=”100%” width_last_edited=”on|phone” global_colors_info=”{}”]Our experience and expertise in building energy production, power generation facilities and infrastructure is decades-long. Our projects\u2013all constructed to the highest safety, regulatory and environmental standards\u2013have generated a well-earned reputation for providing innovative, cost-effective construction solutions for the rapidly evolving and diversifying energy production and power generation industries.
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Kearl Consolidated Civil WorksGraham\u2019s scope of civil work includes Large Soil Handling (~5M BCM), Pit Development (~2M BCM) and Water Management and Dewatering activities. Large Soil Handling includes soil windrowing of salvaged soils, loading and hauling of soils, and soil stockpile relocation and management. Most soil salvage activities occur in the fall and winter to […]<\/p>\n","protected":false},"author":51,"featured_media":240258,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"_et_pb_use_builder":"on","_et_pb_old_content":"
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[\/et_pb_text][et_pb_blurb title=\"Location: Yakima, WA, USA\" use_icon=\"on\" font_icon=\"\ue01d||divi||400\" icon_color=\"#939598\" icon_placement=\"left\" image_icon_width=\"18px\" module_class=\"project-location-blurb\" _builder_version=\"4.15.1\" _module_preset=\"default\" header_font=\"|600||on|||||\" header_text_color=\"#939598\" header_font_size=\"16px\" header_letter_spacing=\"1px\" global_colors_info=\"{}\" custom_css_before__hover_enabled=\"off|desktop\"][\/et_pb_blurb][\/et_pb_column][et_pb_column type=\"2_5\" disabled_on=\"on|on|off\" _builder_version=\"4.15.1\" _module_preset=\"default\" global_colors_info=\"{}\"][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=\"3_5,2_5\" custom_padding_last_edited=\"on|phone\" module_class=\"flip\" _builder_version=\"4.15.1\" _module_preset=\"default\" background_color=\"#FFFFFF\" width=\"100%\" max_width=\"100%\" custom_padding=\"15px|50px|0px|50px|false|true\" custom_padding_tablet=\"|50px|50px|50px|false|true\" custom_padding_phone=\"50px|20px|50px|20px|true|true\" global_colors_info=\"{}\"][et_pb_column type=\"3_5\" _builder_version=\"4.15.1\" _module_preset=\"default\" global_colors_info=\"{}\"][et_pb_text _builder_version=\"4.15.1\" text_font=\"||||||||\" text_text_color=\"#000000\" text_line_height=\"1.8em\" locked=\"off\" global_colors_info=\"{}\"]<\/p>
Graham's general contract project of a new 332,647-sq. ft. high school became the largest single building, square-foot high school in the state of Washington. The scope of work included the construction of a 2,500-seat capacity gymnasium, an 800-seat auditorium with a fly lift and orchestra pit, science and computer laboratories, and a cafeteria with food services to host a campus of 2,400 students.<\/p>
The new high school housed all required curriculum in one building including science laboratory classrooms, child daycare center, library, work-out center, video production, drafting classrooms, and metal and wood shop facilities.<\/p>
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$80.4m<\/p>
NAC Architecture<\/p>
Yakima School District #7<\/p>
Stipulated Price<\/p>
December 2014<\/p>
36 months<\/p>
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Maecenas semper dictum nibh sit amet venenatis. Integer consequat urna ac neque laoreet sagittis ut nec ipsum. Donec lacinia, dui ac maximus ullamcorper, sem felis vehicula dolor, ac sodales dui leo at nibh. Cras ex sem, scelerisque eget felis quis, viverra placerat arcu. Sed sodales dui in orci venenatis finibus.<\/p>
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