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[null,null,null,null,null,null,null,null,null,null,"Унифицированная форма № КС-2"]
[null,null,null,null,null,null,null,null,null,null,"Утверждена постановлением Госкомстата России"]
[null,null,null,null,null,null,null,null,null,null,"от 11 ноября 1999 года №100"]
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[null,"Инвестор : ",null,null,null,null,null,null,null,null,"Код"]
[null,null,null,null,null,null,null,null,null,"Форма по ОКУД","0322005"]
[null,"Заказчик (Генподрядчик) : ",null,null,null,null,null,null,null,"по ОКПО"]
[null,null,null,null,null,null,null,null,null,"по ОКПО"]
[null,"Подрядчик (Субподрядчик) :  ",null,null,null,null,null,null,null,"по ОКПО"]
[null,null,null,null,null,null,null,null,null,"по ОКПО"]
[null,"Стройка : Битцевский парк"]
[null,null,null,null,null,null,null,null,null,"Вид деятельности по ОКДП"]
[null,"Объект : Монолит",null,null,null,null,null,null,"Договор подряда (контракт)","номер"]
[null,null,null,null,null,null,null,null,null,"дата"]
[null,null,null,null,null,null,null,null,null,"Вид операции"]
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[null,null,null,null,null,"Номер документа",null,"Дата составления",null,"Отчетный период"]
[null,null,null,null,null,null,null,null,null,"с","по"]
[null,null,null,null,null,"1/100",null,"31.01.2013",null,"01.01.2013","31.01.2013"]
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["АКТ"]
["О ПРИЕМКЕ ВЫПОЛНЕННЫХ РАБОТ  Январь 2013"]
[]
[null,null,null,null,null,null,null,"в базисном уровне цен",null,"в текущем уровне цен"]
[null,null,null,null,null,null,"Сметная (договорная) стоимость в соответствии с договором подряда (субподряда):","169077,46 руб.",null,"1217122,1 руб."]
[null,null,null,null,null,null,"Средства на оплату труда :","21456,2 руб.",null,"288371,14 руб."]
[]
["№ п/п","Шифр расценки и коды ресурсов","Наименование работ и затрат","Единица измерения","Кол-во единиц","Цена на ед. изм., руб.","Коэффициенты",null,"Всего в базисных ценах","Коэф. пересчета, нормы\nНР и СП","Всего затрат, руб."]
[null,null,null,null,null,null,"поправочные","зимних удорожаний"]
[1,2,3,4,5,6,7,8,9,10,11]
["                           Раздел 1. Устройство Фальшстены для выполнения гидроизоляции по торцу демонтажной камеры от отметки +2,350 до отметки +5.120 ось I  (вентсбойка ) ПК 038+36,450"]
[1,"3.29-383-2","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СТЕН - УСТРОЙСТВО ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ПРИ БЕТОНИРОВАНИИ СТЕН (оборачиваемость 120) к=1/120(МАТ=0,0083 к расх.)","Т",1.625,9244.65,null,null,68.06]
[null,null,"ЗП",null,"",602.98,null,1.0469999999999999,1025.9000000000001,13.44,13788.03]
[null,null,"ЭМ",null,"",124.37,null,1.0469999999999999,211.6,5.31,1123.5999999999999]
[null,null,"в т.ч. ЗПМ",null,"",8.6199999999999992,null,1.0469999999999999,14.67,13.44,197.11]
[null,null,"МР",null,"",8517.2999999999993,8.3000000000000001E-3,1.022,117.4,3.01,353.39]
[null,null,"НР от ОЗП","%",113,null,null,null,1159.27,112,15442.59]
[null,null,"СП от ОЗП","%",103,null,null,null,1056.68,49,6756.13]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,25.68,169,333.12]
[null,null,"Всего по позиции",null,"",null,null,null,3596.53,null,37796.86]
[2,"3.29-545-1","ИЗГОТОВЛЕНИЕ ДЕРЕВЯННОЙ ОПАЛУБКИ И ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ДЛЯ БЕТОНИРОВАНИЯ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ БОКОВЫХ СТЕН ДО 400 ММ ( с 30-кр. оборачиваем.) к= 1/30(МАТ=0,033 к расх.)","100 М3",0.05,235757.79,null,null,24.9]
[null,null,"ЗП",null,"",5481.32,null,1.0469999999999999,286.95,13.44,3856.57]
[null,null,"ЭМ",null,"",497.69,null,1.0469999999999999,26.05,5.99,156.06]
[null,null,"в т.ч. ЗПМ",null,"",100.66,null,1.0469999999999999,5.27,13.44,70.819999999999993]
[null,null,"МР",null,"",229778.78,3.3000000000000002E-2,null,379.13,3.58,1357.3]
[null,null,"НР от ОЗП","%",105,null,null,null,301.3,89,3432.35]
[null,null,"СП от ОЗП","%",77,null,null,null,220.95,44,1696.89]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,9.2200000000000006,169,119.68]
[null,null,"Всего по позиции",null,"",null,null,null,1223.5999999999999,null,10618.85]
[4,"3.29-383-4","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СТЕН - БЕТОНИРОВАНИЕ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ БОКОВЫХ СТЕН БОЛЕЕ 400 ММ В ДЕРЕВЯННОЙ ОПАЛУБКЕ","100 М3",0.05,26336.34,null,null,29.98]
[null,null,"ЗП",null,"",9028.26,null,1.0469999999999999,472.63,13.44,6352.14]
[null,null,"ЭМ",null,"",12942.89,null,1.0469999999999999,677.56,7.1,4810.68]
[null,null,"в т.ч. ЗПМ",null,"",2567.75,null,1.0469999999999999,134.41999999999999,13.44,1806.63]
[null,null,"МР",null,"",4365.1899999999996,null,1.022,223.06,3.21,716.03]
[null,"1.3-1-138","СМЕСИ БЕТОННЫЕ, БСГ, ТЯЖЕЛОГО БЕТОНА НА ГРАНИТНОМ ЩЕБНЕ, ФРАКЦИЯ 5-20, КЛАСС ПРОЧНОСТИ: В15 (М200); П4, F75, W6 С С-3 И ЛСТ","М3",5.0750000000000002,736.78,null,1.022,3821.42,4.47,17081.75]
[null,null,"НР от ОЗП","%",113,null,null,null,534.07000000000005,112,7114.4]
[null,null,"СП от ОЗП","%",103,null,null,null,486.81,49,3112.55]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,235.23,169,3053.2]
[null,null,"Всего по позиции",null,"",null,null,null,6450.78,null,42240.75]
[5,"2.1-3-40","КРАНЫ НА АВТОМОБИЛЬНОМ ХОДУ, ГРУЗОПОДЪЕМНОСТЬ ДО 25 Т","МАШ-ЧАС",13,180.99]
[null,null,"ЗП",null,"",null,null,null,null,13.44]
[null,null,"ЭМ",null,"",180.99,null,null,2352.87,5.17,12164.34]
[null,null,"в т.ч. ЗПМ",null,"",37.5,null,null,487.5,13.44,6552]
[null,null,"МР",null,""]
[null,null,"НР от ОЗП","%",113,null,null,null,null,99]
[null,null,"СП от ОЗП","%",103,null,null,null,null,70]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,853.13,169,11072.88]
[null,null,"Всего по позиции",null,"",null,null,null,3206,null,23237.22]
["  Итого по разделу 1 Устройство Фальшстены для выполнения гидроизоляции по торцу демонтажной камеры от отметки +2,350 до отметки +5.120 ось I  (вентсбойка ) ПК 038+36,450",null,null,null,null,null,null,null,null,null,116147.79]
["                           Раздел 2. Устройство стен СМ-4, СМ-4а до отметки +900 (тпп с прилегающими путевыми тоннелями) ПК 038+53.500 - ПК 038+73.430"]
[6,"3.29-383-2","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СТЕН - УСТРОЙСТВО ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ПРИ БЕТОНИРОВАНИИ СТЕН ( оборач. 120) к- 1/120(МАТ=0,0083 к расх.)","Т",6.5,9244.65,null,null,272.22000000000003]
[null,null,"ЗП",null,"",602.98,null,1.0469999999999999,4103.58,13.44,55152.12]
[null,null,"ЭМ",null,"",124.37,null,1.0469999999999999,846.4,5.31,4494.38]
[null,null,"в т.ч. ЗПМ",null,"",8.6199999999999992,null,1.0469999999999999,58.66,13.44,788.44]
[null,null,"МР",null,"",8517.2999999999993,8.3000000000000001E-3,1.022,469.62,3.01,1413.55]
[null,null,"НР от ОЗП","%",113,null,null,null,4637.05,112,61770.37]
[null,null,"СП от ОЗП","%",103,null,null,null,4226.6899999999996,49,27024.54]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,102.66,169,1332.47]
[null,null,"Всего по позиции",null,"",null,null,null,14386,null,151187.43]
[7,"3.29-545-3","ИЗГОТОВЛЕНИЕ ДЕРЕВЯННОЙ ОПАЛУБКИ И ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ДЛЯ БЕТОНИРОВАНИЯ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СРЕДНИХ СТЕН ДО 400 ММ ( оборач. 30) к- 1/30(МАТ=0,033 к расх.)","100 М3",0.2,144813.29,null,null,97.5]
[null,null,"ЗП",null,"",5345.28,null,1.0469999999999999,1119.3,13.44,15043.41]
[null,null,"ЭМ",null,"",430.89,null,1.0469999999999999,90.23,5.87,529.64]
[null,null,"в т.ч. ЗПМ",null,"",84.34,null,1.0469999999999999,17.66,13.44,237.36]
[null,null,"МР",null,"",139037.12,3.3000000000000002E-2,null,917.64,3.9,3578.82]
[null,null,"НР от ОЗП","%",105,null,null,null,1175.27,89,13388.63]
[null,null,"СП от ОЗП","%",77,null,null,null,861.86,44,6619.1]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,30.91,169,401.14]
[null,null,"Всего по позиции",null,"",null,null,null,4195.21,null,39560.74]
[8,"3.29-383-1","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СТЕН - АРМИРОВАНИЕ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СТЕН","Т",4.6820000000000004,2256.54,null,null,241.18]
[null,null,"ЗП",null,"",779.35,null,1.0469999999999999,3820.42,13.44,51346.39]
[null,null,"ЭМ",null,"",152.34,null,1.0469999999999999,746.78,7,5227.45]
[null,null,"в т.ч. ЗПМ",null,"",17.84,null,1.0469999999999999,87.45,13.44,1175.3599999999999]
[null,null,"МР",null,"",1324.85,null,1.022,6339.41,5.01,31760.46]
[null,"1.3-4-126","АРМАТУРНАЯ СТАЛЬ ДЛЯ ИЗГОТОВЛЕНИЯ АРМАТУРНЫХ ИЗДЕЛИЙ НА СТРОИТЕЛЬНОЙ ПЛОЩАДКЕ, КЛАСС А-1, ДИАМЕТР 8 ММ","Т",8.7999999999999995E-2,4812.8999999999996,null,1.022,423.54,5.01,2121.94]
[null,"1.3-4-168","АРМАТУРНАЯ СТАЛЬ ДЛЯ ИЗГОТОВЛЕНИЯ АРМАТУРНЫХ ИЗДЕЛИЙ НА СТРОИТЕЛЬНОЙ ПЛОЩАДКЕ, КЛАСС А-Ш, МАРКА 35ГС, 25Г2С, ДИАМЕТР 12 ММ","Т",0.72399999999999998,5245.48,null,1.022,3797.73,5.01,19026.63]
[null,"1.3-4-171","АРМАТУРНАЯ СТАЛЬ ДЛЯ ИЗГОТОВЛЕНИЯ АРМАТУРНЫХ ИЗДЕЛИЙ НА СТРОИТЕЛЬНОЙ ПЛОЩАДКЕ, КЛАСС А-Ш, МАРКА 35ГС, 25Г2С, ДИАМЕТР 20 ММ","Т",0.49399999999999999,4947.5,null,1.022,2444.0700000000002,5.01,12244.79]
[null,"1.3-4-173","АРМАТУРНАЯ СТАЛЬ ДЛЯ ИЗГОТОВЛЕНИЯ АРМАТУРНЫХ ИЗДЕЛИЙ НА СТРОИТЕЛЬНОЙ ПЛОЩАДКЕ, КЛАСС А-Ш, МАРКА 35ГС, 25Г2С, ДИАМЕТР 25-28 ММ","Т",3.3759999999999999,4745.62,null,1.022,16021.21,5.01,80266.259999999995]
[null,null,"НР от ОЗП","%",113,null,null,null,4317.07,112,57507.96]
[null,null,"СП от ОЗП","%",103,null,null,null,3935.03,49,25159.73]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,153.04,169,1986.36]
[null,null,"Всего по позиции",null,"",null,null,null,42497.38,null,196173.98]
[9,"3.29-383-3","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СТЕН - БЕТОНИРОВАНИЕ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ БОКОВЫХ СТЕН ДО 400 ММ В ДЕРЕВЯННОЙ ОПАЛУБКЕ","100 М3",0.2,34696.54,null,null,181.57]
[null,null,"ЗП",null,"",13484.64,null,1.0469999999999999,2823.68,13.44,37950.31]
[null,null,"ЭМ",null,"",14156.86,null,1.0469999999999999,2964.45,7,20751.13]
[null,null,"в т.ч. ЗПМ",null,"",2754.24,null,1.0469999999999999,576.74,13.44,7751.36]
[null,null,"МР",null,"",7055.04,null,1.022,1442.05,3.4,4902.97]
[null,"1.3-1-118","СМЕСИ БЕТОННЫЕ, БСГ, ТЯЖЕЛОГО БЕТОНА НА ГРАНИТНОМ ЩЕБНЕ ФРАКЦИЯ 5-20, КЛАСС ПРОЧНОСТИ: В30 (М400); П4, F300, W8","М3",20.3,810.34,null,1.022,16811.8,5.26,88430.07]
[null,null,"НР от ОЗП","%",113,null,null,null,3190.76,112,42504.35]
[null,null,"СП от ОЗП","%",103,null,null,null,2908.39,49,18595.650000000001]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,1009.3,169,13099.8]
[null,null,"Всего по позиции",null,"",null,null,null,31150.43,null,226234.28]
[10,"2.1-3-40","КРАНЫ НА АВТОМОБИЛЬНОМ ХОДУ, ГРУЗОПОДЪЕМНОСТЬ ДО 25 Т","МАШ-ЧАС",10,180.99]
[null,null,"ЗП",null,"",null,null,null,null,13.44]
[null,null,"ЭМ",null,"",180.99,null,null,1809.9,5.17,9357.18]
[null,null,"в т.ч. ЗПМ",null,"",37.5,null,null,375,13.44,5040]
[null,null,"МР",null,""]
[null,null,"НР от ОЗП","%",113,null,null,null,null,99]
[null,null,"СП от ОЗП","%",103,null,null,null,null,70]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,656.25,169,8517.6]
[null,null,"Всего по позиции",null,"",null,null,null,2466.15,null,17874.78]
["  Итого по разделу 2 Устройство стен СМ-4, СМ-4а до отметки +900 (тпп с прилегающими путевыми тоннелями) ПК 038+53.500 - ПК 038+73.430",null,null,null,null,null,null,null,null,null,714214.1]
["                           Раздел 3. Бетонирование 3х колонн КМ-1(вентсбойка )ПК 038+ 42.000 - ПК 038 + 48.050"]
[11,"3.29-556-6","УСТРОЙСТВО ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ПРИ БЕТОНИРОВАНИИ КОЛОНН ВЫСОТОЙ ОТ 3 М ДО 5 М ТОЛЩИНОЙ БОЛЕЕ 500 ММ ( КМ-1)   ( оборач. 120) к- 1/120(МАТ=0,0083 к расх.)","100 М2",0.193,2987.39,null,null,24.92]
[null,null,"ЗП",null,"",1848.91,null,1.0469999999999999,373.61,13.44,5021.33]
[null,null,"ЭМ",null,"",393.16,null,1.0469999999999999,79.45,5.6,444.9]
[null,null,"в т.ч. ЗПМ",null,"",27.01,null,1.0469999999999999,5.46,13.44,73.349999999999994]
[null,null,"МР",null,"",745.32,8.3000000000000001E-3,1.022,1.22,3.7,4.51]
[null,null,"НР от ОЗП","%",113,null,null,null,422.18,112,5623.89]
[null,null,"СП от ОЗП","%",103,null,null,null,384.82,49,2460.4499999999998]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,9.5500000000000007,169,123.97]
[null,null,"Всего по позиции",null,"",null,null,null,1270.83,null,13679.05]
[12,"3.29-549-2","ИЗГОТОВЛЕНИЕ ДЕРЕВЯННОЙ ОПАЛУБКИ И ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ДЛЯ БЕТОНИРОВАНИЯ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОЛОНН ТОЛЩИНОЙ БОЛЕЕ 400ММ ( КМ-1)    ( оборач. 30) к- 1/30(МАТ=0,033 к расх.)","100 М3",4.4999999999999998E-2,309476.83,null,null,44.34]
[null,null,"ЗП",null,"",10857.44,null,1.0469999999999999,511.55,13.44,6875.21]
[null,null,"ЭМ",null,"",574.70000000000005,null,1.0469999999999999,27.08,5.87,158.94]
[null,null,"в т.ч. ЗПМ",null,"",110.9,null,1.0469999999999999,5.23,13.44,70.22]
[null,null,"МР",null,"",298044.69,3.3000000000000002E-2,null,442.6,3.21,1420.73]
[null,null,"НР от ОЗП","%",105,null,null,null,537.13,89,6118.94]
[null,null,"СП от ОЗП","%",77,null,null,null,393.89,44,3025.09]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,9.16,169,118.67]
[null,null,"Всего по позиции",null,"",null,null,null,1921.41,null,17717.580000000002]
[13,"3.29-385-4","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОЛОНН - БЕТОНИРОВАНИЕ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОЛОНН В ДЕРЕВЯННОЙ ОПАЛУБКЕ ТОЛЩИНОЙ БОЛЕЕ 400 ММ (КМ-1)","100 М3",4.4999999999999998E-2,47621.46,null,null,64]
[null,null,"ЗП",null,"",20719.39,null,1.0469999999999999,976.19,13.44,13120.05]
[null,null,"ЭМ",null,"",17609.87,null,1.0469999999999999,829.69,7.1,5890.79]
[null,null,"в т.ч. ЗПМ",null,"",3544.93,null,1.0469999999999999,167.02,13.44,2244.7399999999998]
[null,null,"МР",null,"",9292.2000000000007,null,1.022,427.35,4.41,1884.61]
[null,"1.3-1-156","СМЕСИ БЕТОННЫЕ, БСГ, ТЯЖЕЛОГО БЕТОНА НА ГРАНИТНОМ ЩЕБНЕ, ФРАКЦИЯ 5-20, КЛАСС ПРОЧНОСТИ: В30 (М400); П4, F150, W6","М3",4.5679999999999996,788.23,null,1.022,3679.45,5.28,19427.47]
[null,null,"НР от ОЗП","%",113,null,null,null,1103.0899999999999,112,14694.46]
[null,null,"СП от ОЗП","%",103,null,null,null,1005.48,49,6428.82]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,292.29000000000002,169,3793.61]
[null,null,"Всего по позиции",null,"",null,null,null,8313.5400000000009,null,65239.81]
["  Итого по разделу 3 Бетонирование 3х колонн КМ-1(вентсбойка )ПК 038+ 42.000 - ПК 038 + 48.050",null,null,null,null,null,null,null,null,null,96636.44]
["                           Раздел 4. Армирование 1 колонны КМ-1 а (вентсбойка) ПК 038+52.650 - ПК 038+53.500"]
[14,"3.29-556-6","УСТРОЙСТВО ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ПРИ БЕТОНИРОВАНИИ КОЛОНН ВЫСОТОЙ ОТ 3 М ДО 5 М ТОЛЩИНОЙ БОЛЕЕ 500 ММ ( КМ-1А)  ( оборач. 120) к- 1/120(МАТ=0,0083 к расх.)","100 М2",0.38,2987.39,null,null,49.06]
[null,null,"ЗП",null,"",1848.91,null,1.0469999999999999,735.61,13.44,9886.56]
[null,null,"ЭМ",null,"",393.16,null,1.0469999999999999,156.41999999999999,5.6,875.97]
[null,null,"в т.ч. ЗПМ",null,"",27.01,null,1.0469999999999999,10.75,13.44,144.43]
[null,null,"МР",null,"",745.32,8.3000000000000001E-3,1.022,2.4,3.7,8.89]
[null,null,"НР от ОЗП","%",113,null,null,null,831.24,112,11072.95]
[null,null,"СП от ОЗП","%",103,null,null,null,757.68,49,4844.41]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,18.82,169,244.09]
[null,null,"Всего по позиции",null,"",null,null,null,2502.17,null,26932.87]
[15,"3.29-549-2","ИЗГОТОВЛЕНИЕ ДЕРЕВЯННОЙ ОПАЛУБКИ И ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ДЛЯ БЕТОНИРОВАНИЯ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОЛОНН ТОЛЩИНОЙ БОЛЕЕ 400ММ ( КМ-1А)   ( оборач. 30) к- 1/30(МАТ=0,033 к расх.)","100 М3",8.8400000000000006E-2,309476.83,null,null,87.11]
[null,null,"ЗП",null,"",10857.44,null,1.0469999999999999,1004.91,13.44,13505.97]
[null,null,"ЭМ",null,"",574.70000000000005,null,1.0469999999999999,53.19,5.87,312.23]
[null,null,"в т.ч. ЗПМ",null,"",110.9,null,1.0469999999999999,10.26,13.44,137.94999999999999]
[null,null,"МР",null,"",298044.69,3.3000000000000002E-2,null,869.46,3.21,2790.95]
[null,null,"НР от ОЗП","%",105,null,null,null,1055.1600000000001,89,12020.31]
[null,null,"СП от ОЗП","%",77,null,null,null,773.78,44,5942.63]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,17.95,169,233.14]
[null,null,"Всего по позиции",null,"",null,null,null,3774.45,null,34805.230000000003]
["  Итого по разделу 4 Армирование 1 колонны КМ-1 а (вентсбойка) ПК 038+52.650 - ПК 038+53.500",null,null,null,null,null,null,null,null,null,120805.49]
["                           Раздел 5. Бетонирование 2-х колонн КМ-1а (вентсбойка) ПК 038 + 52.650 - пк 038+53,500"]
[17,"3.29-385-4","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОЛОНН - БЕТОНИРОВАНИЕ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОЛОНН В ДЕРЕВЯННОЙ ОПАЛУБКЕ ТОЛЩИНОЙ БОЛЕЕ 400 ММ","100 М3",8.8400000000000006E-2,47621.46,null,null,125.73]
[null,null,"ЗП",null,"",20719.39,null,1.0469999999999999,1917.68,13.44,25773.61]
[null,null,"ЭМ",null,"",17609.87,null,1.0469999999999999,1629.88,7.1,11572.13]
[null,null,"в т.ч. ЗПМ",null,"",3544.93,null,1.0469999999999999,328.1,13.44,4409.67]
[null,null,"МР",null,"",9292.2000000000007,null,1.022,839.5,4.41,3702.2]
[null,"1.3-1-156","СМЕСИ БЕТОННЫЕ, БСГ, ТЯЖЕЛОГО БЕТОНА НА ГРАНИТНОМ ЩЕБНЕ, ФРАКЦИЯ 5-20, КЛАСС ПРОЧНОСТИ: В30 (М400); П4, F150, W6","М3",8.9730000000000008,788.23,null,1.022,7228.07,5.28,38164.19]
[null,null,"НР от ОЗП","%",113,null,null,null,2166.98,112,28866.44]
[null,null,"СП от ОЗП","%",103,null,null,null,1975.21,49,12629.07]
[null,null,"НР и СП от ЗПМ (98 и 77%)","%",175,null,null,null,574.17999999999995,169,7452.34]
[null,null,"Всего по позиции",null,"",null,null,null,16331.5,null,128159.98]
["  Итого по разделу 5 Бетонирование 2-х колонн КМ-1а (вентсбойка) ПК 038 + 52.650 - пк 038+53,500",null,null,null,null,null,null,null,null,null,128159.98]
["Итого прямые затраты по смете в текущих ценах",null,null,null,null,null,null,null,null,null,703642.59]
["Накладные расходы",null,null,null,null,null,null,null,null,null,321456.24]
["Сметная прибыль",null,null,null,null,null,null,null,null,null,150864.97]
["Итоги по смете:"]
["  Итого Поз. 1-17",null,null,null,null,null,null,null,null,null,1175963.8]
["    Справочно, в текущих ценах:"]
["      Материалы",null,null,null,null,null,null,null,null,null,357281.94]
["      Машины и механизмы",null,null,null,null,null,null,null,null,null,78569.17]
["      ФОТ",null,null,null,null,null,null,null,null,null,298664.65000000002]
["      Накладные расходы",null,null,null,null,null,null,null,null,null,321456.24]
["      Сметная прибыль",null,null,null,null,null,null,null,null,null,150864.97]
["  НДС 18%",null,null,null,null,null,null,null,null,null,211673.48]
["  ВСЕГО по смете",null,null,null,null,null,null,null,null,null,1387637.28]
[]
[null,"Заказчик ___________________"]
[]
[]
["ПРОТОКОЛ РАСЧЕТА:"]
[]
["Наименование вида работ",null,null,null,null,null,null,null,null,"Накл., %","План., %"]
["Виды работ для расчета в текущем уровне цен, и в ценах 2001г."]
["    Строительные работы для базы ТСН"]
["        Сооружений линий метрополитена: Открытым способом - доп.5,18,21,22",null,null,null,null,null,null,null,null,113,103]
["            п.1 - 3.29-383-2",null,null,null,null,null,null,null,null,112,49]
["            п.3 - 3.29-383-1",null,null,null,null,null,null,null,null,112,49]
["            п.4 - 3.29-383-4",null,null,null,null,null,null,null,null,112,49]
["            п.5 - 2.1-3-40",null,null,null,null,null,null,null,null,99,70]
["            п.6 - 3.29-383-2",null,null,null,null,null,null,null,null,112,49]
["            п.8 - 3.29-383-1",null,null,null,null,null,null,null,null,112,49]
["            п.9 - 3.29-383-3",null,null,null,null,null,null,null,null,112,49]
["            п.10 - 2.1-3-40",null,null,null,null,null,null,null,null,99,70]
["            п.11 - 3.29-556-6",null,null,null,null,null,null,null,null,112,49]
["            п.13 - 3.29-385-4",null,null,null,null,null,null,null,null,112,49]
["            п.14 - 3.29-556-6",null,null,null,null,null,null,null,null,112,49]
["            п.16 - 3.29-385-1",null,null,null,null,null,null,null,null,112,49]
["            п.17 - 3.29-385-4",null,null,null,null,null,null,null,null,112,49]
["        Другие строительные работы - доп.18",null,null,null,null,null,null,null,null,105,77]
["            п.2 - 3.29-545-1",null,null,null,null,null,null,null,null,89,44]
["            п.7 - 3.29-545-3",null,null,null,null,null,null,null,null,89,44]
["            п.12 - 3.29-549-2",null,null,null,null,null,null,null,null,89,44]
["            п.15 - 3.29-549-2",null,null,null,null,null,null,null,null,89,44]
[]
[]
[null,"Генподрядчик ___________________"]

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[null,null,null,null,null,null,null,null,null,null,"Унифицированная форма № КС-2"]
[null,null,null,null,null,null,null,null,null,null,"Утверждена постановлением Госкомстата России"]
[null,null,null,null,null,null,null,null,null,null,"от 11 ноября 1999 года №100"]
[]
[null,"Инвестор : ",null,null,null,null,null,null,null,null,"Код"]
[null,null,null,null,null,null,null,null,null,"Форма по ОКУД","0322005"]
[null,"Заказчик (Генподрядчик) : ",null,null,null,null,null,null,null,"по ОКПО"]
[null,null,null,null,null,null,null,null,null,"по ОКПО"]
[null,"Подрядчик (Субподрядчик) :  ",null,null,null,null,null,null,null,"по ОКПО"]
[null,null,null,null,null,null,null,null,null,"по ОКПО"]
[null,"Стройка : "]
[null,null,null,null,null,null,null,null,null,"Вид деятельности по ОКДП"]
[null,"Объект : ",null,null,null,null,null,null,"Договор подряда (контракт)","номер"]
[null,null,null,null,null,null,null,null,null,"дата"]
[null,null,null,null,null,null,null,null,null,"Вид операции"]
[]
[]
[null,null,null,null,null,"Номер документа",null,"Дата составления",null,"Отчетный период"]
[null,null,null,null,null,null,null,null,null,"с","по"]
[]
[]
["АКТ"]
["О ПРИЕМКЕ ВЫПОЛНЕННЫХ РАБОТ"]
[]
[null,null,null,null,null,null,null,null,null,"в текущем уровне цен"]
[null,null,null,null,null,null,null,null,"Сметная (договорная) стоимость в соответствии с договором подряда (субподряда):","1217122,1 руб."]
[null,null,null,null,null,null,null,null,"Средства на оплату труда :","288371,14 руб."]
[]
["№ п/п","Шифр расценки и коды ресурсов","Наименование работ и затрат","Единица измерения","Кол-во единиц","Цена на ед. изм., руб.","Коэффициенты",null,"Коэф. пересчета","Всего затрат, руб.","Справочно"]
[null,null,null,null,null,null,"поправочные","зимних удорожаний",null,null,"ЗТР, всего, чел.-час"]
[null,null,null,null,null,null,null,null,null,null,"Стоимость единицы с начислениями\nруб"]
[1,2,3,4,5,6,7,8,9,10,11]
["                           Раздел 1. Устройство Фальшстены для выполнения гидроизоляции по торцу демонтажной камеры от отметки +2,350 до отметки +5.120 ось I  (вентсбойка ) ПК 038+36,450"]
[1,"3.29-383-2","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СТЕН - УСТРОЙСТВО ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ПРИ БЕТОНИРОВАНИИ СТЕН (оборачиваемость 120) к=1/120\n(МАТ=0,0083 к расх.)","Т",1.625,9244.65,"   ",null,null,null,68.06]
[null,null,"ЗП",null,null,602.98,null,1.0469999999999999,13.44,13788.03]
[null,null,"ЭМ",null,null,124.37,null,1.0469999999999999,5.31,1123.5999999999999]
[null,null,"в т.ч. ЗПМ",null,null,8.6199999999999992,null,1.0469999999999999,13.44,197.11]
[null,null,"МР",null,null,8517.2999999999993,8.3000000000000001E-3,1.022,3.01,353.39]
[null,null,"НР от ОЗП","%",112,null,null,null,null,15442.59]
[null,null,"СП от ОЗП","%",49,null,null,null,null,6756.13]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,333.12]
[null,null,"Всего по позиции",null,null,null,null,null,null,37796.86,23259.61]
[2,"3.29-545-1","ИЗГОТОВЛЕНИЕ ДЕРЕВЯННОЙ ОПАЛУБКИ И ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ДЛЯ БЕТОНИРОВАНИЯ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ БОКОВЫХ СТЕН ДО 400 ММ ( с 30-кр. оборачиваем.) к= 1/30\n(МАТ=0,033 к расх.)","100 М3",0.05,235757.79,"   ",null,null,null,24.9]
[null,null,"ЗП",null,null,5481.32,null,1.0469999999999999,13.44,3856.57]
[null,null,"ЭМ",null,null,497.69,null,1.0469999999999999,5.99,156.06]
[null,null,"в т.ч. ЗПМ",null,null,100.66,null,1.0469999999999999,13.44,70.819999999999993]
[null,null,"МР",null,null,229778.78,3.3000000000000002E-2,null,3.58,1357.3]
[null,null,"НР от ОЗП","%",89,null,null,null,null,3432.35]
[null,null,"СП от ОЗП","%",44,null,null,null,null,1696.89]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,119.68]
[null,null,"Всего по позиции",null,null,null,null,null,null,10618.85,212377]
[4,"3.29-383-4","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СТЕН - БЕТОНИРОВАНИЕ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ БОКОВЫХ СТЕН БОЛЕЕ 400 ММ В ДЕРЕВЯННОЙ ОПАЛУБКЕ","100 М3",0.05,26336.34,"   ",null,null,null,29.98]
[null,null,"ЗП",null,null,9028.26,null,1.0469999999999999,13.44,6352.14]
[null,null,"ЭМ",null,null,12942.89,null,1.0469999999999999,7.1,4810.68]
[null,null,"в т.ч. ЗПМ",null,null,2567.75,null,1.0469999999999999,13.44,1806.63]
[null,null,"МР",null,null,4365.1899999999996,null,1.022,3.21,716.03]
[null,"1.3-1-138","СМЕСИ БЕТОННЫЕ, БСГ, ТЯЖЕЛОГО БЕТОНА НА ГРАНИТНОМ ЩЕБНЕ, ФРАКЦИЯ 5-20, КЛАСС ПРОЧНОСТИ: В15 (М200); П4, F75, W6 С С-3 И ЛСТ","М3",5.0750000000000002,736.78,null,1.022,4.47,17081.75]
[null,null,"НР от ОЗП","%",112,null,null,null,null,7114.4]
[null,null,"СП от ОЗП","%",49,null,null,null,null,3112.55]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,3053.2]
[null,null,"Всего по позиции",null,null,null,null,null,null,42240.75,844815]
[5,"2.1-3-40","КРАНЫ НА АВТОМОБИЛЬНОМ ХОДУ, ГРУЗОПОДЪЕМНОСТЬ ДО 25 Т","МАШ-ЧАС",13,180.99,"   "]
[null,null,"ЗП",null,null,null,null,null,13.44]
[null,null,"ЭМ",null,null,180.99,null,null,5.17,12164.34]
[null,null,"в т.ч. ЗПМ",null,null,37.5,null,null,13.44,6552]
[null,null,"МР"]
[null,null,"НР от ОЗП","%",99]
[null,null,"СП от ОЗП","%",70]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,11072.88]
[null,null,"Всего по позиции",null,null,null,null,null,null,23237.22,1787.48]
["  Итого по разделу 1 Устройство Фальшстены для выполнения гидроизоляции по торцу демонтажной камеры от отметки +2,350 до отметки +5.120 ось I  (вентсбойка ) ПК 038+36,450",null,null,null,null,null,null,null,null,116147.79," "]
["                           Раздел 2. Устройство стен СМ-4, СМ-4а до отметки +900 (тпп с прилегающими путевыми тоннелями) ПК 038+53.500 - ПК 038+73.430"]
[6,"3.29-383-2","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СТЕН - УСТРОЙСТВО ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ПРИ БЕТОНИРОВАНИИ СТЕН ( оборач. 120) к- 1/120\n(МАТ=0,0083 к расх.)","Т",6.5,9244.65,"   ",null,null,null,272.22000000000003]
[null,null,"ЗП",null,null,602.98,null,1.0469999999999999,13.44,55152.12]
[null,null,"ЭМ",null,null,124.37,null,1.0469999999999999,5.31,4494.38]
[null,null,"в т.ч. ЗПМ",null,null,8.6199999999999992,null,1.0469999999999999,13.44,788.44]
[null,null,"МР",null,null,8517.2999999999993,8.3000000000000001E-3,1.022,3.01,1413.55]
[null,null,"НР от ОЗП","%",112,null,null,null,null,61770.37]
[null,null,"СП от ОЗП","%",49,null,null,null,null,27024.54]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,1332.47]
[null,null,"Всего по позиции",null,null,null,null,null,null,151187.43,23259.599999999999]
[7,"3.29-545-3","ИЗГОТОВЛЕНИЕ ДЕРЕВЯННОЙ ОПАЛУБКИ И ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ДЛЯ БЕТОНИРОВАНИЯ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СРЕДНИХ СТЕН ДО 400 ММ ( оборач. 30) к- 1/30\n(МАТ=0,033 к расх.)","100 М3",0.2,144813.29,"   ",null,null,null,97.5]
[null,null,"ЗП",null,null,5345.28,null,1.0469999999999999,13.44,15043.41]
[null,null,"ЭМ",null,null,430.89,null,1.0469999999999999,5.87,529.64]
[null,null,"в т.ч. ЗПМ",null,null,84.34,null,1.0469999999999999,13.44,237.36]
[null,null,"МР",null,null,139037.12,3.3000000000000002E-2,null,3.9,3578.82]
[null,null,"НР от ОЗП","%",89,null,null,null,null,13388.63]
[null,null,"СП от ОЗП","%",44,null,null,null,null,6619.1]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,401.14]
[null,null,"Всего по позиции",null,null,null,null,null,null,39560.74,197803.7]
[8,"3.29-383-1","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СТЕН - АРМИРОВАНИЕ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СТЕН","Т",4.6820000000000004,2256.54,"   ",null,null,null,241.18]
[null,null,"ЗП",null,null,779.35,null,1.0469999999999999,13.44,51346.39]
[null,null,"ЭМ",null,null,152.34,null,1.0469999999999999,7,5227.45]
[null,null,"в т.ч. ЗПМ",null,null,17.84,null,1.0469999999999999,13.44,1175.3599999999999]
[null,null,"МР",null,null,1324.85,null,1.022,5.01,31760.46]
[null,"1.3-4-126","АРМАТУРНАЯ СТАЛЬ ДЛЯ ИЗГОТОВЛЕНИЯ АРМАТУРНЫХ ИЗДЕЛИЙ НА СТРОИТЕЛЬНОЙ ПЛОЩАДКЕ, КЛАСС А-1, ДИАМЕТР 8 ММ","Т",8.7999999999999995E-2,4812.8999999999996,null,1.022,5.01,2121.94]
[null,"1.3-4-168","АРМАТУРНАЯ СТАЛЬ ДЛЯ ИЗГОТОВЛЕНИЯ АРМАТУРНЫХ ИЗДЕЛИЙ НА СТРОИТЕЛЬНОЙ ПЛОЩАДКЕ, КЛАСС А-Ш, МАРКА 35ГС, 25Г2С, ДИАМЕТР 12 ММ","Т",0.72399999999999998,5245.48,null,1.022,5.01,19026.63]
[null,"1.3-4-171","АРМАТУРНАЯ СТАЛЬ ДЛЯ ИЗГОТОВЛЕНИЯ АРМАТУРНЫХ ИЗДЕЛИЙ НА СТРОИТЕЛЬНОЙ ПЛОЩАДКЕ, КЛАСС А-Ш, МАРКА 35ГС, 25Г2С, ДИАМЕТР 20 ММ","Т",0.49399999999999999,4947.5,null,1.022,5.01,12244.79]
[null,"1.3-4-173","АРМАТУРНАЯ СТАЛЬ ДЛЯ ИЗГОТОВЛЕНИЯ АРМАТУРНЫХ ИЗДЕЛИЙ НА СТРОИТЕЛЬНОЙ ПЛОЩАДКЕ, КЛАСС А-Ш, МАРКА 35ГС, 25Г2С, ДИАМЕТР 25-28 ММ","Т",3.3759999999999999,4745.62,null,1.022,5.01,80266.259999999995]
[null,null,"НР от ОЗП","%",112,null,null,null,null,57507.96]
[null,null,"СП от ОЗП","%",49,null,null,null,null,25159.73]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,1986.36]
[null,null,"Всего по позиции",null,null,null,null,null,null,196173.98,41899.61]
[9,"3.29-383-3","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ СТЕН - БЕТОНИРОВАНИЕ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ БОКОВЫХ СТЕН ДО 400 ММ В ДЕРЕВЯННОЙ ОПАЛУБКЕ","100 М3",0.2,34696.54,"   ",null,null,null,181.57]
[null,null,"ЗП",null,null,13484.64,null,1.0469999999999999,13.44,37950.31]
[null,null,"ЭМ",null,null,14156.86,null,1.0469999999999999,7,20751.13]
[null,null,"в т.ч. ЗПМ",null,null,2754.24,null,1.0469999999999999,13.44,7751.36]
[null,null,"МР",null,null,7055.04,null,1.022,3.4,4902.97]
[null,"1.3-1-118","СМЕСИ БЕТОННЫЕ, БСГ, ТЯЖЕЛОГО БЕТОНА НА ГРАНИТНОМ ЩЕБНЕ ФРАКЦИЯ 5-20, КЛАСС ПРОЧНОСТИ: В30 (М400); П4, F300, W8","М3",20.3,810.34,null,1.022,5.26,88430.07]
[null,null,"НР от ОЗП","%",112,null,null,null,null,42504.35]
[null,null,"СП от ОЗП","%",49,null,null,null,null,18595.650000000001]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,13099.8]
[null,null,"Всего по позиции",null,null,null,null,null,null,226234.28,1131171.3999999999]
[10,"2.1-3-40","КРАНЫ НА АВТОМОБИЛЬНОМ ХОДУ, ГРУЗОПОДЪЕМНОСТЬ ДО 25 Т","МАШ-ЧАС",10,180.99,"   "]
[null,null,"ЗП",null,null,null,null,null,13.44]
[null,null,"ЭМ",null,null,180.99,null,null,5.17,9357.18]
[null,null,"в т.ч. ЗПМ",null,null,37.5,null,null,13.44,5040]
[null,null,"МР"]
[null,null,"НР от ОЗП","%",99]
[null,null,"СП от ОЗП","%",70]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,8517.6]
[null,null,"Всего по позиции",null,null,null,null,null,null,17874.78,1787.48]
["  Итого по разделу 2 Устройство стен СМ-4, СМ-4а до отметки +900 (тпп с прилегающими путевыми тоннелями) ПК 038+53.500 - ПК 038+73.430",null,null,null,null,null,null,null,null,714214.1," "]
["                           Раздел 3. Бетонирование 3х колонн КМ-1(вентсбойка )ПК 038+ 42.000 - ПК 038 + 48.050"]
[11,"3.29-556-6","УСТРОЙСТВО ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ПРИ БЕТОНИРОВАНИИ КОЛОНН ВЫСОТОЙ ОТ 3 М ДО 5 М ТОЛЩИНОЙ БОЛЕЕ 500 ММ ( КМ-1)   ( оборач. 120) к- 1/120\n(МАТ=0,0083 к расх.)","100 М2",0.193,2987.39,"   ",null,null,null,24.92]
[null,null,"ЗП",null,null,1848.91,null,1.0469999999999999,13.44,5021.33]
[null,null,"ЭМ",null,null,393.16,null,1.0469999999999999,5.6,444.9]
[null,null,"в т.ч. ЗПМ",null,null,27.01,null,1.0469999999999999,13.44,73.349999999999994]
[null,null,"МР",null,null,745.32,8.3000000000000001E-3,1.022,3.7,4.51]
[null,null,"НР от ОЗП","%",112,null,null,null,null,5623.89]
[null,null,"СП от ОЗП","%",49,null,null,null,null,2460.4499999999998]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,123.97]
[null,null,"Всего по позиции",null,null,null,null,null,null,13679.05,70875.91]
[12,"3.29-549-2","ИЗГОТОВЛЕНИЕ ДЕРЕВЯННОЙ ОПАЛУБКИ И ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ДЛЯ БЕТОНИРОВАНИЯ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОЛОНН ТОЛЩИНОЙ БОЛЕЕ 400ММ ( КМ-1)    ( оборач. 30) к- 1/30\n(МАТ=0,033 к расх.)","100 М3",4.4999999999999998E-2,309476.83,"   ",null,null,null,44.34]
[null,null,"ЗП",null,null,10857.44,null,1.0469999999999999,13.44,6875.21]
[null,null,"ЭМ",null,null,574.70000000000005,null,1.0469999999999999,5.87,158.94]
[null,null,"в т.ч. ЗПМ",null,null,110.9,null,1.0469999999999999,13.44,70.22]
[null,null,"МР",null,null,298044.69,3.3000000000000002E-2,null,3.21,1420.73]
[null,null,"НР от ОЗП","%",89,null,null,null,null,6118.94]
[null,null,"СП от ОЗП","%",44,null,null,null,null,3025.09]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,118.67]
[null,null,"Всего по позиции",null,null,null,null,null,null,17717.580000000002,393724]
[13,"3.29-385-4","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОЛОНН - БЕТОНИРОВАНИЕ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОЛОНН В ДЕРЕВЯННОЙ ОПАЛУБКЕ ТОЛЩИНОЙ БОЛЕЕ 400 ММ (КМ-1)","100 М3",4.4999999999999998E-2,47621.46,"   ",null,null,null,64]
[null,null,"ЗП",null,null,20719.39,null,1.0469999999999999,13.44,13120.05]
[null,null,"ЭМ",null,null,17609.87,null,1.0469999999999999,7.1,5890.79]
[null,null,"в т.ч. ЗПМ",null,null,3544.93,null,1.0469999999999999,13.44,2244.7399999999998]
[null,null,"МР",null,null,9292.2000000000007,null,1.022,4.41,1884.61]
[null,"1.3-1-156","СМЕСИ БЕТОННЫЕ, БСГ, ТЯЖЕЛОГО БЕТОНА НА ГРАНИТНОМ ЩЕБНЕ, ФРАКЦИЯ 5-20, КЛАСС ПРОЧНОСТИ: В30 (М400); П4, F150, W6","М3",4.5679999999999996,788.23,null,1.022,5.28,19427.47]
[null,null,"НР от ОЗП","%",112,null,null,null,null,14694.46]
[null,null,"СП от ОЗП","%",49,null,null,null,null,6428.82]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,3793.61]
[null,null,"Всего по позиции",null,null,null,null,null,null,65239.81,1449773.56]
["  Итого по разделу 3 Бетонирование 3х колонн КМ-1(вентсбойка )ПК 038+ 42.000 - ПК 038 + 48.050",null,null,null,null,null,null,null,null,96636.44," "]
["                           Раздел 4. Армирование 1 колонны КМ-1 а (вентсбойка) ПК 038+52.650 - ПК 038+53.500"]
[14,"3.29-556-6","УСТРОЙСТВО ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ПРИ БЕТОНИРОВАНИИ КОЛОНН ВЫСОТОЙ ОТ 3 М ДО 5 М ТОЛЩИНОЙ БОЛЕЕ 500 ММ ( КМ-1А)  ( оборач. 120) к- 1/120\n(МАТ=0,0083 к расх.)","100 М2",0.38,2987.39,"   ",null,null,null,49.06]
[null,null,"ЗП",null,null,1848.91,null,1.0469999999999999,13.44,9886.56]
[null,null,"ЭМ",null,null,393.16,null,1.0469999999999999,5.6,875.97]
[null,null,"в т.ч. ЗПМ",null,null,27.01,null,1.0469999999999999,13.44,144.43]
[null,null,"МР",null,null,745.32,8.3000000000000001E-3,1.022,3.7,8.89]
[null,null,"НР от ОЗП","%",112,null,null,null,null,11072.95]
[null,null,"СП от ОЗП","%",49,null,null,null,null,4844.41]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,244.09]
[null,null,"Всего по позиции",null,null,null,null,null,null,26932.87,70875.97]
[15,"3.29-549-2","ИЗГОТОВЛЕНИЕ ДЕРЕВЯННОЙ ОПАЛУБКИ И ПОДДЕРЖИВАЮЩИХ КОНСТРУКЦИЙ ДЛЯ БЕТОНИРОВАНИЯ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОЛОНН ТОЛЩИНОЙ БОЛЕЕ 400ММ ( КМ-1А)   ( оборач. 30) к- 1/30\n(МАТ=0,033 к расх.)","100 М3",8.8400000000000006E-2,309476.83,"   ",null,null,null,87.11]
[null,null,"ЗП",null,null,10857.44,null,1.0469999999999999,13.44,13505.97]
[null,null,"ЭМ",null,null,574.70000000000005,null,1.0469999999999999,5.87,312.23]
[null,null,"в т.ч. ЗПМ",null,null,110.9,null,1.0469999999999999,13.44,137.94999999999999]
[null,null,"МР",null,null,298044.69,3.3000000000000002E-2,null,3.21,2790.95]
[null,null,"НР от ОЗП","%",89,null,null,null,null,12020.31]
[null,null,"СП от ОЗП","%",44,null,null,null,null,5942.63]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,233.14]
[null,null,"Всего по позиции",null,null,null,null,null,null,34805.230000000003,393724.32]
["  Итого по разделу 4 Армирование 1 колонны КМ-1 а (вентсбойка) ПК 038+52.650 - ПК 038+53.500",null,null,null,null,null,null,null,null,120805.49," "]
["                           Раздел 5. Бетонирование 2-х колонн КМ-1а (вентсбойка) ПК 038 + 52.650 - пк 038+53,500"]
[17,"3.29-385-4","УСТРОЙСТВО МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОЛОНН - БЕТОНИРОВАНИЕ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ КОЛОНН В ДЕРЕВЯННОЙ ОПАЛУБКЕ ТОЛЩИНОЙ БОЛЕЕ 400 ММ","100 М3",8.8400000000000006E-2,47621.46,"   ",null,null,null,125.73]
[null,null,"ЗП",null,null,20719.39,null,1.0469999999999999,13.44,25773.61]
[null,null,"ЭМ",null,null,17609.87,null,1.0469999999999999,7.1,11572.13]
[null,null,"в т.ч. ЗПМ",null,null,3544.93,null,1.0469999999999999,13.44,4409.67]
[null,null,"МР",null,null,9292.2000000000007,null,1.022,4.41,3702.2]
[null,"1.3-1-156","СМЕСИ БЕТОННЫЕ, БСГ, ТЯЖЕЛОГО БЕТОНА НА ГРАНИТНОМ ЩЕБНЕ, ФРАКЦИЯ 5-20, КЛАСС ПРОЧНОСТИ: В30 (М400); П4, F150, W6","М3",8.9730000000000008,788.23,null,1.022,5.28,38164.19]
[null,null,"НР от ОЗП","%",112,null,null,null,null,28866.44]
[null,null,"СП от ОЗП","%",49,null,null,null,null,12629.07]
[null,null,"НР и СП от ЗПМ (99 и 70%)","%",169,null,null,null,null,7452.34]
[null,null,"Всего по позиции",null,null,null,null,null,null,128159.98,1449773.53]
["  Итого по разделу 5 Бетонирование 2-х колонн КМ-1а (вентсбойка) ПК 038 + 52.650 - пк 038+53,500",null,null,null,null,null,null,null,null,128159.98," "]
["Итого прямые затраты по смете в текущих ценах",null,null,null,null,null,null,null,null,703642.59," "]
["Накладные расходы",null,null,null,null,null,null,null,null,321456.24," "]
["Сметная прибыль",null,null,null,null,null,null,null,null,150864.97," "]
["Итоги по смете:",null,null,null,null,null,null,null,null,null," "]
["  Итого Поз. 1-17",null,null,null,null,null,null,null,null,1175963.8," "]
["    Справочно, в текущих ценах:",null,null,null,null,null,null,null,null,null," "]
["      Материалы",null,null,null,null,null,null,null,null,357281.94," "]
["      Машины и механизмы",null,null,null,null,null,null,null,null,78569.17," "]
["      ФОТ",null,null,null,null,null,null,null,null,298664.65000000002," "]
["      Накладные расходы",null,null,null,null,null,null,null,null,321456.24," "]
["      Сметная прибыль",null,null,null,null,null,null,null,null,150864.97," "]
["  НДС 18%",null,null,null,null,null,null,null,null,211673.48," "]
["  ВСЕГО по смете",null,null,null,null,null,null,null,null,1387637.28," "]
[]
[]
[]
[]
["ПРОТОКОЛ РАСЧЕТА:"]
[]
["Наименование вида работ",null,null,null,null,null,null,null,null,"Накл., %","План., %"]
["Виды работ для расчета в текущем уровне цен, и в ценах 2001г."]
["    Строительные работы для базы ТСН"]
["        Сооружений линий метрополитена: Открытым способом - доп.5,18,21,22",null,null,null,null,null,null,null,null,113,103]
["            п.1 - 3.29-383-2",null,null,null,null,null,null,null,null,112,49]
["            п.3 - 3.29-383-1",null,null,null,null,null,null,null,null,112,49]
["            п.4 - 3.29-383-4",null,null,null,null,null,null,null,null,112,49]
["            п.5 - 2.1-3-40",null,null,null,null,null,null,null,null,99,70]
["            п.6 - 3.29-383-2",null,null,null,null,null,null,null,null,112,49]
["            п.8 - 3.29-383-1",null,null,null,null,null,null,null,null,112,49]
["            п.9 - 3.29-383-3",null,null,null,null,null,null,null,null,112,49]
["            п.10 - 2.1-3-40",null,null,null,null,null,null,null,null,99,70]
["            п.11 - 3.29-556-6",null,null,null,null,null,null,null,null,112,49]
["            п.13 - 3.29-385-4",null,null,null,null,null,null,null,null,112,49]
["            п.14 - 3.29-556-6",null,null,null,null,null,null,null,null,112,49]
["            п.16 - 3.29-385-1",null,null,null,null,null,null,null,null,112,49]
["            п.17 - 3.29-385-4",null,null,null,null,null,null,null,null,112,49]
["        Другие строительные работы - доп.18",null,null,null,null,null,null,null,null,105,77]
["            п.2 - 3.29-545-1",null,null,null,null,null,null,null,null,89,44]
["            п.7 - 3.29-545-3",null,null,null,null,null,null,null,null,89,44]
["            п.12 - 3.29-549-2",null,null,null,null,null,null,null,null,89,44]
["            п.15 - 3.29-549-2",null,null,null,null,null,null,null,null,89,44]
[]
[]
[null,"Заказчик ___________________"]
[]
[]
[null,"Генподрядчик ___________________"]