{"document":{"id":"0161200000224000024/6ea2b3a0fda4/0","rn":"0161200000224000024","title":"Выполнение общестроительных работ по кровле на объекте: \"Строительство объекта \"Школа в г. Северо-Курильск, о. Парамушир\"","file":"3.2. Ведомость объемов работ.xlsx","sheet":"Парамушир_изм1-1 - ЛСР по Метод","kind":"vor","region":"65","published":"2024-11-11T17:36:03.212+11:00","customer":"МИНИСТЕРСТВО ЭКОНОМИЧЕСКОГО РАЗВИТИЯ САХАЛИНСКОЙ ОБЛАСТИ","sourceUrl":"https://zakupki.gov.ru/epz/order/notice/ea20/view/common-info.html?regNumber=0161200000224000024","positionCount":1310,"workCount":97,"sections":["","Раздел 1. Кровля в осях 1-13/Б-Д 174/16-АР.У1 ГЧ, лист 1,3","Демонтаж (разборка) сборных деревянных конструкций ОЗП=0,8; ЭМ=0,8 к расх.; ЗПМ=0,8; МАТ=0 к расх.; ТЗ=0,8; ТЗМ=0,8","(Теплоизоляционные работы)","Объем=(1824,2*7,95+5,48625*600+13,7*600+2006,84*0,38)/1000","Итоги по разделу 1 Кровля в осях 1-13/Б-Д 174/16-АР.У1 ГЧ, лист 1,3 :","Объем=(3473,6-2597,23) / 100","Раздел 3. Кровля в осях 14-22/А-Е 174/16-АР.У1 ГЧ, лист 2,4","Объем=(39,2/0,2*30,5) / 100","(Материалы для строительных работ)","Объем=(1420*7,95+1562*0,38+5978*1,12+5888+222*45+0,1*1562+1562*3)/1000","Итоги по разделу 3 Кровля в осях 14-22/А-Е 174/16-АР.У1 ГЧ, лист 2,4 :","Раздел 4. Фасонные элементы (монтаж учтен в расценуа на монтаж металлочерепицы) 174/16-АР.У4 ГЧ, лист 5","Итоги по разделу 4 Фасонные элементы (монтаж учтен в расценуа на монтаж металлочерепицы) 174/16-АР.У4 ГЧ, лист 5 :","Обделка шахт (монтаж учтен в расценке на металлочерепицу)","Объем=(0,15+0,15)*40*6,28/1000","Итоги по разделу 5 Вентшахты и узлы прохода 174/16-АР.У4 ГЧ, лист 5 :","Раздел 6. Чердака в осях 1-13/Б-Д 174/16-АР.У4 ГЧ, лист 6","Объем=(118*4,95+118*4,95+107,2*0,049*1800+107,2*2,8+0,1*118+115*108*0,1+165*108*0,1+3*107,2)/1000","49 мм ПЗ=5,8 (ОЗП=5,8; ЭМ=5,8 к расх.; ЗПМ=5,8; МАТ=5,8 к расх.; ТЗ=5,8; ТЗМ=5,8)","Объем=0,001*0,284*1,18*100","Итоги по разделу 6 Чердака в осях 1-13/Б-Д 174/16-АР.У4 ГЧ, лист 6 :","Раздел 7. Чердака в осях 1-13/Б-Д после усиления узла (2м2*164шт=328м2) 174/16-КР.У4 ГЧ, лист 8","Объем=(328*4,95+328*4,95+328*0,049*1800+328*2,8+0,1*328+115*328*0,1+165*328*0,1+3*328)/1000","Итоги по разделу 7 Чердака в осях 1-13/Б-Д после усиления узла (2м2*164шт=328м2) 174/16-КР.У4 ГЧ, лист 8 :","Раздел 8. Подшивка потолка на чердаке 2 слоями ГВЛВ 174/16-АР.У4 ГЧ, лист 3,4 (на 4 листе прописано 2 слоя)","Итоги по разделу 8 Подшивка потолка на чердаке 2 слоями ГВЛВ 174/16-АР.У4 ГЧ, лист 3,4 (на 4 листе прописано 2 слоя) :","(Защита строительных конструкций и оборудования от коррозии)","до толщины 50мм ПЗ=8 (ОЗП=8; ЭМ=8 к расх.; ЗПМ=8; МАТ=8 к расх.; ТЗ=8; ТЗМ=8)","Расход сухой смеси 1950 кг на 1 м3 объема","Раздел 10. Узел усиления №1 156 шт 174/16-КР.У4 ГЧ, лист 4,6","Объем=(0,195-0,066+0,195-0,117+0,16+0,08+0,08)*0,75*156","Объем=(1,005+1,634)*156/1000","до глубины 130мм ПЗ=3 (ОЗП=3; ЭМ=3 к расх.; ЗПМ=3; МАТ=3 к расх.; ТЗ=3; ТЗМ=3)","(Бетонные и железобетонные монолитные конструкции и работы в строительстве)","Итоги по разделу 10 Узел усиления №1 156 шт 174/16-КР.У4 ГЧ, лист 4,6 :","Раздел 11. Узел усиления №2 164 шт 174/16-КР.У4 ГЧ, лист 4,7","Объем=(0,225-0,131+0,225-0,182+0,16+0,08+0,08)*0,75*164","Объем=(1,005+1,634)*164/1000","Итоги по разделу 11 Узел усиления №2 164 шт 174/16-КР.У4 ГЧ, лист 4,7 :","Раздел 12. Узел усиления №3 164 шт 174/16-КР.У4 ГЧ, лист 4,8","Объем=(0,14+0,06+0,06)*0,75*164","Итоги по разделу 12 Узел усиления №3 164 шт 174/16-КР.У4 ГЧ, лист 4,8 :","Раздел 13. Узел усиления №4.1-128 шт; узел усиления №4.2-128шт. 174/16-КР.У4 ГЧ, лист 4,9","Объем=(0,14+0,06)*0,75*256","Итоги по разделу 13 Узел усиления №4.1-128 шт; узел усиления №4.2-128шт. 174/16-КР.У4 ГЧ, лист 4,9 :","Раздел 14. Узел усиления №5.1-152 шт; Узел усиления №5.2-152 шт 174/16-КР.У4 ГЧ, лист 4,10","Объем=(0,1+0,046*2+0,1+0,0415*2)*0,75*304","Итоги по разделу 14 Узел усиления №5.1-152 шт; Узел усиления №5.2-152 шт 174/16-КР.У4 ГЧ, лист 4,10 :","Раздел 15. Узел усиления 6-78 шт; узел усиления 7-40шт; узел усиления 8-40шт. 174/16-КР.У4 ГЧ, лист 4,11","Объем=((0,6+0,14+0,14)*78+(0,1+0,1+0,18)*40+(0,1+0,1+0,2)*40)*0,75","Итоги по разделу 15 Узел усиления 6-78 шт; узел усиления 7-40шт; узел усиления 8-40шт. 174/16-КР.У4 ГЧ, лист 4,11 :","Раздел 16. Вставка стропильных ног 174/16-КР.У4 ГЧ, лист 12 п.4","(Строительные металлические конструкции)","Итоги по разделу 16 Вставка стропильных ног 174/16-КР.У4 ГЧ, лист 12 п.4 :","Раздел 17. Вентиляционные шахты, 174/16-КР.У4 ГЧ, лист 12 п. 3 листы 13,14,15,16,17,18","Итоги по разделу 17 Вентиляционные шахты, 174/16-КР.У4 ГЧ, лист 12 п. 3 листы 13,14,15,16,17,18 :","Раздел 18. Антикоррозийные работы 174/16-КР.У4 ГЧ, лист 1. п.21, 32, 33, 34","в 2 слоя ПЗ=2 (ОЗП=2; ЭМ=2 к расх.; ЗПМ=2; МАТ=2 к расх.; ТЗ=2; ТЗМ=2)","до толщины 1,15 ПЗ=0,5 (ОЗП=0,5; ЭМ=0,5 к расх.; ЗПМ=0,5; МАТ=0,5 к расх.; ТЗ=0,5; ТЗМ=0,5)","Толщина сухого слоя покрытия, при огнезащитной эффективности R60, 1,15мм (1,61кг/м2)","Итоги по разделу 18 Антикоррозийные работы 174/16-КР.У4 ГЧ, лист 1. п.21, 32, 33, 34 :"],"snippet":""},"canonicalId":"0161200000224000024/6ea2b3a0fda4/0","positions":[{"ord":0,"number":"","section":0,"parent":null,"isWork":false,"code":"","codeSystem":"","name":"всего с учетом коэффициентов","unit":"на единицу","quantity":null},{"ord":1,"number":"1","section":1,"parent":null,"isWork":true,"code":"46-04-008-02","codeSystem":"fer","name":"Разборка покрытий кровель: из листовой стали","unit":"100 м2","quantity":18.242},{"ord":2,"number":"","section":1,"parent":1,"isWork":false,"code":"","codeSystem":"","name":"Объем=1824,2 / 100","unit":"объем=1824,2 / 100","quantity":null},{"ord":3,"number":"","section":1,"parent":1,"isWork":false,"code":"","codeSystem":"","name":"Итого по расценке","unit":"итого по расценке","quantity":79.44},{"ord":4,"number":"","section":1,"parent":1,"isWork":false,"code":"","codeSystem":"","name":"ФОТ","unit":"фот","quantity":1220.75},{"ord":5,"number":"","section":1,"parent":1,"isWork":false,"code":"","codeSystem":"","name":"НР Работы по реконструкции зданий и сооружений: разборка отдельных конструктивных элементов здания (сооружения), а также зданий (сооружений) в целом","unit":"%","quantity":96},{"ord":6,"number":"","section":1,"parent":1,"isWork":false,"code":"","codeSystem":"","name":"СП Работы по реконструкции зданий и сооружений: разборка отдельных конструктивных элементов здания (сооружения), а также зданий (сооружений) в целом","unit":"%","quantity":52},{"ord":7,"number":"","section":1,"parent":1,"isWork":false,"code":"","codeSystem":"","name":"Всего по позиции","unit":"всего по позиции","quantity":3255.85},{"ord":8,"number":"2","section":1,"parent":null,"isWork":true,"code":"10-01-082-02","codeSystem":"fer","name":"Укладка по фермам прогонов: из брусьев","unit":"м3","quantity":5.48625},{"ord":9,"number":"","section":1,"parent":8,"isWork":false,"code":"","codeSystem":"","name":"Объем=9,5*0,075*0,05*154","unit":"объем=9,5*0,075*0,05*154","quantity":null},{"ord":10,"number":"","section":2,"parent":8,"isWork":false,"code":"","codeSystem":"","name":"в т.ч. 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