Строительные нормы и правила СНиП IV-5-82
Сборники единых районных единичных расценок (ЕРЕР) на строительные
конструкции и работы
Часть IV "Сметные нормы и правила"
Глава 5 "Правила разработки единых районных единичных
расценок на строительные конструкции и работы"
Сборник 40 "Деревянные конструкции гидротехнических сооружений"
(утв. постановлением Госстроя СССР от 30 июня 1982 г. N 171)
Взамен раздела 3 Сборника N 37 изд. 1972 г.
Срок введения 1 января 1984 г.
Техническая часть
Общие указания
1. Расценки Сборника распространяются на конструкции гидротехнических
сооружений при строительстве гидроэлектростанций, ирригационных и мелиоративных
систем, а также сооружений речного и морского транспорта.
2. В расц.1 - 3, 8, 10, 12 - 26, 37 - 60 учтена стоимость изготовления
конструкций из леса хвойных пород средней твердости (сосна, ель). При использовании
конструкций из лиственницы следует применять коэффициент 1,08 к стоимости
основной заработной платы рабочих. Стоимость материальных ресурсов при применении
конструкций из лиственницы следует определять с учетом надбавок, предусмотренных
в Сборнике 1 средних районных сметных цен на материалы, изделия и конструкции.
3. В расц.3, 4, 6, 12, 24 - 34 предусмотрена стоимость производства работ
в условиях защищенной акватории судоходных рек, водохранилищ и озер. При работе
на открытой акватории следует дополнительно учитывать затраты по содержанию
дежурного буксира исходя из количества машиночасов основного несамоходного
плавучего средства, предусмотренного соответствующими сметными нормами.
4. В расц. 4 - 6 затраты по эксплуатации машин приведены по трем зонам:
северной, средней и южной. К северной зоне относятся территориальные районы
- II, IIА, VII (кроме Оренбургской обл.), VIII, VIIIA, IX, X (кроме Приморского
края), XI.3 (кроме Алма-Атинской обл.); к средней зоне - I (кроме Астраханской
обл.), V.2, VII.3 (Оренбургская обл.), Х (Приморский край), XI.2, ХI.3 (Алма-Атинская
обл.); к южной зоне - 1,4 (Астраханская обл.) III, IV, V.1, VII, ХII, ХIIА,
XIIБ.
В прямых затратах по базисному району учтены затраты по эксплуатации
машин по средней зоне. Во второй строке в графах 6 и 7 приведены затраты по
эксплуатации машин и заработная плата рабочих, обслуживающих машины, по северной
зоне, в третьей строке - по южной зоне.
5. Расц.4 и 5 предусмотрено производство работ на судоходных реках, водохранилищах,
озерах, морях при волнении не более 2 баллов, на глубине от 2,5 до 12 м, в
воде, не загрязненной вредными примесями, с температурой не ниже +12° С и
возможностью свободного передвижения водолаза.
При производстве работ в других условиях к расценкам следует применять
коэффициенты, предусмотренные в разд.3 Технической части Сборника 44 "Подводно-строительные
(водолазные) работы".
6. В расц. 6 и 7 предусмотрена стоимость загрузки ряжей и ряжевых перемычек
бутовым камнем. При загрузке ряжей и ряженых перемычек скальной породой следует
применять коэффициент 0,76 к нормам расхода материалов. Стоимость разработки
скального грунта и затрат на его транспортировку из карьера в сооружение следует
определять по расценкам соответствующих сборников ЕРЕР.
7. Стоимость устройства и разборка береговых стапелей и спусковых дорожек
для ряжей следует определять по расц.8 - 11, а стоимость обшивки стен ряжей
по расц. 21 и 22.
8. Расц. 35 предусматривает отбойное устройство с горизонтальным расположением
амортизаторов. При вертикальном расположении амортизаторов к стоимости материальных
ресурсов следует применять коэффициент 0,94.
9. При применении расц.1 - 3, 8, 10, 12 - 26 и 37 - 60 для строительства
в Астраханской обл. к стоимости материальных ресурсов по расценкам добавлять:
+-----------------------------------------------------+-----------------+
| N расценки | Добавлять, руб. |
+-----------------------------------------------------+-----------------+
|1-3, 25, 37, 40-42, 45, 48, 49, 57 | 2 |
+-----------------------------------------------------+-----------------+
|8 | 33 |
+-----------------------------------------------------+-----------------+
|10, 12-14, 38, 43, 44 | 3 |
+-----------------------------------------------------+-----------------+
|15 | 40 |
+-----------------------------------------------------+-----------------+
|16 | 76 |
+-----------------------------------------------------+-----------------+
|17, 21 | 28 |
+-----------------------------------------------------+-----------------+
|18 | 24 |
+-----------------------------------------------------+-----------------+
|19, 20 | 47 |
+-----------------------------------------------------+-----------------+
|22, 52 | 19 |
+-----------------------------------------------------+-----------------+
|23, 58 | 5 |
+-----------------------------------------------------+-----------------+
|24, 26, 39, 46, 47 | 4 |
+-----------------------------------------------------+-----------------+
|50 | 25 |
+-----------------------------------------------------+-----------------+
|51 | 34 |
+-----------------------------------------------------+-----------------+
|53 | 27 |
+-----------------------------------------------------+-----------------+
|54 | 55 |
+-----------------------------------------------------+-----------------+
|55 | 66 |
+-----------------------------------------------------+-----------------+
|56 | 102 |
+-----------------------------------------------------+-----------------+
|59 | 7 |
+-----------------------------------------------------+-----------------+
|60 | 11 |
+-----------------------------------------------------+-----------------+
Единые районные единичные расценки
+-----+------------+-----------+----+-------------------------+----+----+
| N |Наименование| Единица |Пря-| В том числе, руб. |Зат-|Шифр|
|рас- | и | измерения |мые +-----+------------+------+раты|ЭСН-|
|ценок|характерис- | |зат-|осно-|эксплуатация|мате- |тру-| 84 |
| | тика | |раты|вная | машин |риаль-|да | |
| |строительных| |по |зара-+-----+------+ные |ра- | |
| | работ и | |ба- |бот- |всего|в том |ресур-|бо- | |
| |конструкций | |зис-|ная | |числе |сы |чих | |
| | | |ному|плата| |зара- | |чел.| |
| | | |рай-|рабо-| |ботная| |-ч | |
| | | |ону,|чих | |плата | | | |
| | | | | | |рабо- | | | |
| | | |руб.| | |чих, | | | |
| | | | | | |об- | | | |
| | | | | | |cлужи-| | | |
| | | | | | |вающих| | | |
| | | | | | |машины| | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
| |Рубка ряжей| | | | | | | | |
| |из бревен | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-1 |насухо на| 1 м3 |54,4|5,93 | 1,6 | 0,48 |46,87 |10,2|1-1 |
| |месте |древесины в| | | | | | | |
| |установки |конструкции| | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-2 |на стапеле с| то же |57,5|7,31 | 1,76| 0,52 |48,43 | 13 |1-2 |
| |дорубкой на| | | | | | | | |
| |плаву | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-3 |на льду у| " |55,6|6,23 | 1,61| 0,48 |47,76 |10,8|1-3 |
| |места | | | | | | | | |
| |установки | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
| |Установка | | | | | | | | |
| |ряжей с| | | | | | | | |
| |объемом по| | | | | | | | |
| |наружному | | | | | | | | |
| |обмеру, м3: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-4 |до 400 | 1 ряж | 139|65,4 | 59,8| 36,7 | 13,8 |128 |2-1 |
| | | | | | | | | | |
| | | | | | 64 | 38 | | | |
| | | | | | | | | | |
| | | | | | 55,3| 35,6 | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-5 |св. 400 | то же | 200|92,7 | 93,4| 55,6 | 13,9 |182 |2-2 |
| | | | | | | | | | |
| | | | | | 100 | 57,3 | | | |
| | | | | | | | | | |
| | | | | | 86,1| 53,8 | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
| |Загрузка | | | | | | | | |
| |ряжей и ря-| | | | | | | | |
| |жевых пере-| | | | | | | | |
| |мычек камнем| | | | | | | | |
| |кранами: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-6 |плавучими с| 100 м3 |74,8| 12 | 62,3| 16,6 | - | 23 |3-1 |
| |барж | камня | | | | | | | |
| | | | | | 70,6| 17,3 | | | |
| | | | | | | | | | |
| | | | | | 56,1| 16,1 | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-7 |сухопутными | то же |62,8| 42 | 20,8| 6,84 | - | 60 |3-2 |
| |с берега | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-8 |Устройство | 1 шт. | 807|81,4 | 20,2| 6,06 |705,4 |148 |4-1 |
| |берегового | | | | | | | | |
| |стапеля | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-9 |Разборка | то же |14,7|14,7 | - | - | - |29,9|4-2 |
| |берегового | | | | | | | | |
| |стапеля | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-10|Устройство | 10 м |71,4|7,55 | 2,17| 0,65 |61,68 |13,6|4-3 |
| |спусковых | дорожки | | | | | | | |
| |дорожек | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-11|Разборка | то же |0,94|0,94 | - | - | - |1,83|4-4 |
| |спусковых | | | | | | | | |
| |дорожек | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
| |Устройство | | | | | | | | |
| |ряжевых | | | | | | | | |
| |перемычек с| | | | | | | | |
| |рубкой | | | | | | | | |
| |ряжей: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-12|на стапеле с| 1 м3 |75,8|3,56 | 1,91| 0,6 |70,33 |6,21|5-1 |
| |дорубкой на|древесины в| | | | | | | |
| |плаву |конструкции| | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-13|на льду у| то же |78,5|4,83 | 1,8 | 0,57 |71,87 |8,5 |5-2 |
| |места | | | | | | | | |
| |установки | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-14|насухо на| " |75,9|4,26 | 1,22| 0,37 |70,42 |7,24|5-3 |
| |месте | | | | | | | | |
| |установки | | | | | | | | |
| | | | | | | | | | |
| |Устройство | | | | | | | | |
| |полов плотин| | | | | | | | |
| |и шлюзов: | | | | | | | | |
| | | | | | | | | | |
| |одиночных | | | | | | | | |
| |из: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-15|бревен | 100 м2 |1200|191 | 32,3| 9,69 |976,7 |353 |6-1 |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-16|брусьев | то же |1770| 59 | 22,4| 6,72 |1688,6|116 |6-2 |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-17|пластин | " | 649|54,6 | 15,3| 4,59 |579,1 |107 |6-3 |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-18|досок | " | 542|51,8 | 8,91| 2,67 |481,29|101 |6-4 |
| | | | | | | | | | |
| |двойных из: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-19|пластин и| " |1460|79,8 | 22,9| 6,87 |1357,3|153 |6-5 |
| |досок | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-20|досок | " |1310|78,8 | 18,5| 5,55 |1212,7|151 |6-6 |
| | | | | | | | | | |
| |Устройство | | | | | | | | |
| |обшивки стен| | | | | | | | |
| |плотин и| | | | | | | | |
| |шлюзов: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-21|пластинами | " | 656|56,5 | 15,3| 4,59 |584,2 |106 |6-7 |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-22|досками | " | 418|21,6 | 6,38| 1,91 |390,02|39,9|6-8 |
| | | | | | | | | | |
| |Установка | | | | | | | | |
| |отбойных | | | | | | | | |
| |устройств | | | | | | | | |
| |причальных | | | | | | | | |
| |сооружений в| | | | | | | | |
| |виде: | | | | | | | | |
| | | | | | | | | | |
| |деревянной | | | | | | | | |
| |рамы для| | | | | | | | |
| |сооружений: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-23|морских | 1 м3 | 141|8,73 | 1,35| 0,57 |130,42|15,2|7,1 |
| | |древесины в| | | | | | | |
| | |конструкции| | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-24|речных | то же | 122| 11 | 3,16| 0,96 |107,84| 19 |7-2 |
| | | | | | | | | | |
| |деревянных | | | | | | | | |
| |кранцев для| | | | | | | | |
| |речных | | | | | | | | |
| |сооружений с| | | | | | | | |
| |амортизато- | | | | | | | | |
| |рами из| | | | | | | | |
| |автопокрышек| | | | | | | | |
| |при длине| | | | | | | | |
| |секции: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-25|4 м | 1 кранец | 222|10,1 | 2,72| 0,86 |209,18|17,2|7-3 |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-26|6 м | то же | 302|14,9 | 3,64| 1,13 |283,46|25,5|7-4 |
| | | | | | | | | | |
| |металличес- | | | | | | | | |
| |кой рамы из| | | | | | | | |
| |труб с| | | | | | | | |
| |амортизато- | | | | | | | | |
| |рами из ав-| | | | | | | | |
| |топокрышек: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-27|одинарных | 1 т общей | 135| 4 | 1,8 | 0,57 |129,2 |6,47|7-5 |
| | | массы | | | | | | | |
| | | отбойного | | | | | | | |
| | |устройства | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-28|сдвоенных | то же | 124|5,82 | 1,8 | 0,57 |116,36|9,61|7-6 |
| | | | | | | | | | |
| |из резиновых| | | | | | | | |
| |труб | | | | | | | | |
| |диаметром, | | | | | | | | |
| |мм: | | | | | | | | |
| | | | | | | | | | |
| |для причалов| | | | | | | | |
| |речных | | | | | | | | |
| | | | | | | | | | |
| |из сборных| | | | | | | | |
| |железобетон-| | | | | | | | |
| |ных | | | | | | | | |
| |конструкций:| | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-29|300 |1 отбойное | 282|3,23 | 4,1 | 1,29 |274,62|5,5 |7-7 |
| | |устройство | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-30|400 | то же | 242|2,54 | 3,32| 1,04 |236,14|4,25|7-8 |
| | | | | | | | | | |
| |из | | | | | | | | |
| |металличес- | | | | | | | | |
| |кого шпунта:| | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-31|300 | " | 313|5,77 | 7,21| 2,24 |300,02|9,66|7-9 |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-32|400 | " | 247|2,9 | 3,69| 1,17 |240,41|4,87|7-10|
| | | | | | | | | | |
| |с высокой| | | | | | | | |
| |надстройкой | | | | | | | | |
| |из | | | | | | | | |
| |монолитного | | | | | | | | |
| |бетона: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-33|300 | " | 235|0,96 | 1,96| 0,62 |232,08|1,65|7-11|
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-34|400 | " | 202|0,93 | 1,92| 0,61 |199,15|1,59|7-12|
| | | | | | | | | | |
| |для причалов| | | | | | | | |
| |морских при| | | | | | | | |
| |расположении| | | | | | | | |
| |амортизато- | | | | | | | | |
| |ров: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-35|горизонталь-| " | 271|0,94 | 0,8 | 0,25 |269,26|1,64|7-13|
| |ном | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-36|наклонном | " | 530|0,81 | 0,77| 0,24 |528,42|1,44|7-14|
| | | | | | | | | | |
| |Устройство | | | | | | | | |
| |деревянных | | | | | | | | |
| |элементов | | | | | | | | |
| |гидротехни- | | | | | | | | |
| |ческих | | | | | | | | |
| |сооружений: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-37|насадки, | 1 м3 | 75 |15,5 | 1,32| 0,4 |58,18 |26,1|8-1 |
| |прогоны, |древесины в| | | | | | | |
| |схватки |конструкции| | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-38|верхнее | то же |77,4|10,6 | 1,32| 0,4 |65,48 |18,3|8-2 |
| |строение | | | | | | | | |
| |деревянных | | | | | | | | |
| |свайных | | | | | | | | |
| |причалов | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-39|колесоотбой-| " | 128|6,06 | 0,15| 0,05 |121,79|10,9|8-3 |
| |ный брус | | | | | | | | |
| | | | | | | | | | |
| |Устройство | | | | | | | | |
| |деревянных | | | | | | | | |
| |конструкций | | | | | | | | |
| |сооружений | | | | | | | | |
| |на каналах: | | | | | | | | |
| | | | | | | | | | |
| |открытого | | | | | | | | |
| |типа: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-40|подпорных | " |59,4|12,5 | 1,29| 0,39 |45,61 |22,2|9-1 |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-41|сопрягающих | " |58,7|9,9 | 1,44| 0,44 |47,36 |18,1|9-2 |
| |перепадов | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-42|сопрягающих | " | 64 |17,5 | 2,2 | 0,72 | 44,3 |32,1|9-3 |
| |быстротоков | | | | | | | | |
| | | | | | | | | | |
| |трубчатых: | | | | | | | | |
| | | | | | | | | | |
|40-43|регуляторов | " |67,4|6,06 | 1,63| 0,51 |59,71 |10,7|9-4 |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-44|переездов | " |69,5|7,57 | 1,76| 0,56 |60,17 |13,3|9-5 |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-45|мостов на| " |55,2|10,2 | 1,29| 0,39 |43,71 |18,3|9-6 |
| |внутренних | | | | | | | | |
| |дорогах | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-46|служебных | " |91,6|9,86 | 1,39| 0,42 |80,35 |17,6|9-7 |
| |мостиков | | | | | | | | |
| | | | | | | | | | |
| |регулирующих| | | | | | | | |
| |сооружений | | | | | | | | |
| |щитовых из: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-47|досок | 1 м3 |87,4|7,93 | 1,41| 0,42 |78,06 |13,4|9-8 |
| | |древесины в| | | | | | | |
| | |конструкции| | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-48|пластин | то же |49,8|7,57 | 1,29| 0,39 |40,94 |14,2|9-9 |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-49|рам | " |62,5|12,9 | 1,3 | 0,39 | 48,3 |21,7|9-10|
| | | | | | | | | | |
| |Устройство | | | | | | | | |
| |щитов | | | | | | | | |
| |затворов | | | | | | | | |
| |плотин из: | | | | | | | | |
| | | | | | | | | | |
| |досок в| | | | | | | | |
| |четверть | | | | | | | | |
| |толщиной, | | | | | | | | |
| |мм: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-50|50 | 100 м2 | 939|89,2 | 9,91| 2,97 |836,89|171 |10-1|
| | | щитов | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-51|70 | то же |1150|91,2 | 19,4| 5,82 |1039,4|176 |10-2|
| | | | | | | | | | |
| |досок | | | | | | | | |
| |впритык | | | | | | | | |
| |толщиной, | | | | | | | | |
| |мм; | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-52|50 | " | 963| 74 | 8,87| 2,66 |880,13|134 |10-3|
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-53|70 | " |1170|79,1 | 11,4| 3,42 |1079,5|146 |10-4|
| | | | | | | | | | |
| |брусьев | | | | | | | | |
| |впритык | | | | | | | | |
| |толщиной, | | | | | | | | |
| |мм: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-54|125 | " |2000|144 | 19,2| 5,76 |1836,8|255 |10,5|
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-55|150 | " |2240|146 | 22,3| 6,69 |2071,7|259 |10-6|
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-56|230 | " |3170|151 | 33,4| 10 |2985,6|267 |10-7|
| | | | | | | | | | |
| |Устройство в| | | | | | | | |
| |грунтах I| | | | | | | | |
| |группы | | | | | | | | |
| |перемычек | | | | | | | | |
| |шпунтовых: | | | | | | | | |
| | | | | | | | | | |
| |однорядных | | | | | | | | |
| |при напоре: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-57|2 м | 1 м | 120|19,2 | 28,8| 7,82 | 72 |35,6|11-1|
| | | перемычки | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-58|3 м | то же | 168|20,4 | 29 | 7,95 |118,6 | 38 |11-2|
| | | | | | | | | | |
| |двухрядных | | | | | | | | |
| |при напоре: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-59|3 м | " | 235|22,7 | 26,6| 7,32 |185,7 |42,1|11-3|
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-60|4 м | " | 335|26,5 | 29,2| 8,11 |279,3 |52,6|11-4|
| | | | | | | | | | |
| |Поправка при| | | | | | | | |
| |определении | | | | | | | | |
| |затрат на| | | | | | | | |
| |устройство | | | | | | | | |
| |перемычек в| | | | | | | | |
| |грунтах II| | | | | | | | |
| |группы: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-61|однорядных | " |36,6|8,6 | 28 | 7,5 | - |14,2|12-1|
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-62|двухрядных | " |23,9|6,08 |17,82| 4,77 | - | 10 |12-2|
| | | | | | | | | | |
| |Разборка в| | | | | | | | |
| |грунтах I| | | | | | | | |
| |группы | | | | | | | | |
| |перемычек | | | | | | | | |
| | | | | | | | | | |
| |однорядных | | | | | | | | |
| |при напоре: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-63|2 м | " |32,6|5,51 |27,09| 7,98 | - |8,98|13-1|
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-64|3 м | " |28,8|4,75 |24,05| 7,07 | - |7,82|13-2|
| | | | | | | | | | |
| |двухрядных | | | | | | | | |
| |при напоре: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-65|3 м | " |41,3|7,07 |34,23| 10,1 | - |11,6|13-3|
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-66|4 м | " |39,5|6,79 |32,71| 9,61 | - |11,2|13-4|
| | | | | | | | | | |
| |Поправка при| | | | | | | | |
| |определении | | | | | | | | |
| |затрат на| | | | | | | | |
| |разборку | | | | | | | | |
| |перемычек в| | | | | | | | |
| |грунтах II| | | | | | | | |
| |группы: | | | | | | | | |
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-67|однорядных | " |2,83|0,48 | 2,35| 0,69 | - |0,78|14-1|
+-----+------------+-----------+----+-----+-----+------+------+----+----+
|40-68|двухрядных | " |3,82|0,67 | 3,15| 0,92 | - | 1 |14-2|
+-----+------------+-----------+----+-----+-----+------+------+----+----+
+-----+--------------+-------+-------------------------------------------------------------------------------+--------+
| N |Наименование и|Единица| Прямые затраты, руб., по
территориальным районам | Матери-|
| рас-|характеристика|измере-+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+
альные |
|ценок| строительных | ния |I.2.|I.3-| II, |IIA |III.1-|III.4| VI |VII.2,|VII.3.|VIIIA|
X | XI |XII,|XIIБ|ресурсы,|
| | работ и | |V.2 |I.5 |VII.1,| |III.3 | IV, | |VIII.2|VIII.1|
| | |XIIA| | не |
| | конструкций | | | |VIII.3| | | V.1 | |
| | | | | | |учтенные|
| | | | | |-VIII.| | | | |
| | | | | | | в рас- |
| | | | | |5, IX | | | | |
| | | | | | | ценках |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
| 1 | 2 | 3 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18
| 19 | 20 | 21 | 22 | 23 | 24 | 25 |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
| |Рубка ряжей из| | | | | | | | |
| | | | | | | |
| |бревен | | | | | | | | |
| | | | | | | |
| 40-1|насухо на мес-| 1 м3 |57,3|54,3| 54,5 |57,4| 54,5 |61,4 |68,3| 55,5
| 57,3 | 54,7|55,6|68,2|68,2|68,3| - |
| |те установки |древе- | | | | | | | |
| | | | | | | |
| | |сины в | | | | | | | |
| | | | | | | |
| | |конст- | | | | | | | |
| | | | | | | |
| | |рукции | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
| 40-2|на стапеле с| то же |60,4|57,3| 57,6 |60,6| 57,5 |64,4 |71,3| 58,5
| 50,4 | 58 |58,8|71,4|71,3|71,4| - |
| |дорубкой на| | | | | | | | |
| | | | | | | |
| |плаву | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
| 40-3|на льду у мес-| " |58,5|55,4| 55,7 |58,6| 55,6 |62,5 |69,4| 56,7
| 58,5 | 56 |56,8|69,4|69,4|69,5| - |
| |та установки | | | | | | | | |
| | | | | | | |
| |Установка ря-| | | | | | | | |
| | | | | | | |
| |жей с объемом| | | | | | | | |
| | | | | | | |
| |по наружному| | | | | | | | |
| | | | | | | |
| |обмеру, м3: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
| 40-4|до 400 | 1 ряж |140 |139 | 144 |145 | 135 | 135 |135 | 144
| 144 | 146 |144 | 142|135 |136 | - |
| | | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
| 40-5|св. 400 | то же |201 |200 | 207 |208 | 193 | 193 |194 | 207
| 207 | 209 |207 | 204|194 |194 | - |
| |Загрузка ряжей| | | | | | | | |
| | | | | | | |
| |и ряжевых | | | | | | | | |
| | | | | | | |
| |перемычек кам-| | | | | | | | |
| | | | | | | |
| |нем кранами: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
| 40-6|плавучими с|100 м3 |74,8|74,8| 82,6 |82,6| 68,1 |68,1 |68,1| 82,6
| 82,6 | 82,6| 80 |78,7|68,1|68,1|Камень -|
| |барж | камня | | | | | | | |
| | | | | | | 103 м2 |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
| 40-7|сухопутными с| то же |62,8|62,8| 62,8 |62,8| 62,8 |62,8 |62,8| 62,8
| 62,8 | 62,8|62,8|62,8|62,8|62,8| То же |
| |берега | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
| 40-8|Устройство | 1 шт. |861 |803 | 806 |862 | 806 | 937 |1070| 822
| 861 | 810 |823 |1070|1070|1070| - |
| |берегового | | | | | | | | |
| | | | | | | |
| |стапеля | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
| 40-9|Разборка | то же |14,7|14,7| 14,7 |14,7| 14,7 |14,7 |14,7| 14,7
| 14,7 | 14,7|14,7|14,7|14,7|14,7| - |
| |берегового | | | | | | | | |
| | | | | | | |
| |стапеля | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-10|Устройство | 10 м |75,5|71,2| 71,9 |78,2| 71,3 |81,5 |91,5| 73,2
| 75,9 | 72,8|73,4|91,6|92,4|92,4| - |
| |спусковых |дорожки| | | | | | | |
| | | | | | | |
| |дорожек | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-11|Разборка спус-| то же |0,94|0,94| 0,94 |0,94| 0,94 |0,94 |0,94| 0,94
| 0,94 | 0,94|0,94|0,94|0,94|0,94| - |
| |ковых дорожек | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
| |Устройство ря-| | | | | | | | |
| | | | | | | |
| |жевых перемы-| | | | | | | | |
| | | | | | | |
| |чек с рубкой| | | | | | | | |
| | | | | | | |
| |ряжей: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-12|на стапеле с| 1 м3 |79,2|75,7| 75,9 |79,5| 75,7 | 81 |85,6| 76,2
| 79,3 | 76,4|76,5|85,6|85,6|85,7| - |
| |дорубкой на|древе- | | | | | | | |
| | | | | | | |
| |плаву |сины в | | | | | | | |
| | | | | | | |
| | |конст- | | | | | | | |
| | | | | | | |
| | |рукции | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-13|на льду у мес-| то же | 82 |78,4| 78,7 |82,4| 78,5 |83,8 |88,5| 79
| 82 | 79,4|79,5|88,5|88,5|88,6| - |
| |та установки | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-14|насухо на мес-| " |79,4|75,8| 76 |79,6| 75,9 |81,2 |85,8| 76,4
| 79,4 | 76,5|76,7|85,8|85,8|85,9| - |
| |те установки | | | | | | | | |
| | | | | | | |
| | | | | | | | | | |
| | | | | | | |
| |Устройство по-| | | | | | | | |
| | | | | | | |
| |лов, плотин и| | | | | | | | |
| | | | | | | |
| |шлюзов: | | | | | | | | |
| | | | | | | |
| |одиночных из: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-15|бревен |100 м2 |1260|1200| 1200 |1260| 1200 |1340 |1470| 1220
| 1260 | 1220|1230|1470|1470|1470| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-16|брусьев | то же |1830|1770| 1770 |1830| 1770 |1870 |1950| 1790
| 1830 | 1790|1790|1950|1950|1950| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-17|пластин | " |683 |645 | 649 |682 | 649 | 729 |814 | 658
| 682 | 650 |658 | 814|814 |814 | - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-18|досок | " |566 |542 | 542 |567 | 542 | 583 |617 | 547
| 566 | 542 |547 | 617|617 |617 | - |
| | | | | | | | | | |
| | | | | | | |
| |двойных из: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-19|пластин и до-| " |1520|1460| 1470 |1540| 1460 |1580 |1690| 1480
| 1520 | 1520|1510|1690|1690|1700| - |
| |сок | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-20|досок | " |1370|1310| 1320 |1380| 1310 |1400 |1470| 1330
| 1370 | 1350|1350|1470|1470|1480| - |
| | | | | | | | | | |
| | | | | | | |
| |Устройство | | | | | | | | |
| | | | | | | |
| |обшивки стен| | | | | | | | |
| | | | | | | |
| |плотин и шлю-| | | | | | | | |
| | | | | | | |
| |зов: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-21|пластинами | " |688 |652 | 656 |689 | 656 | 736 |821 | 664
| 688 | 658 |665 | 821|821 |821 | - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-22|досками | " |435 |418 | 418 |435 | 418 | 448 |471 | 416
| 435 | 418 |421 | 471|471 |471 | - |
| |Установка | | | | | | | | |
| | | | | | | |
| |отбойных | | | | | | | | |
| | | | | | | |
| |устройств | | | | | | | | |
| | | | | | | |
| |причальных | | | | | | | | |
| | | | | | | |
| |сооружений в| | | | | | | | |
| | | | | | | |
| |виде: | | | | | | | | |
| | | | | | | |
| | | | | | | | | | |
| | | | | | | |
| |деревянной ра-| | | | | | | | |
| | | | | | | |
| |мы для соору-| | | | | | | | |
| | | | | | | |
| |жений: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-23|морских | 1 м3 |145 |141 | 142 |148 | 141 | 147 |152 | -
| - | - |143 | 152|153 | - | - |
| | |древе- | | | | | | | |
| | | | | | | |
| | |сины в | | | | | | | |
| | | | | | | |
| | |конст- | | | | | | | |
| | | | | | | |
| | |рукции | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-24|речных | то же |126 |122 | 123 |126 | 122 | 128 |133 | 124
| 126 | 123 |124 | 133|133 |133 | - |
| | | | | | | | | | |
| | | | | | | |
| |деревянных | | | | | | | | |
| | | | | | | |
| |кранцев для| | | | | | | | |
| | | | | | | |
| |речных | | | | | | | | |
| | | | | | | |
| |сооружений с| | | | | | | | |
| | | | | | | |
| |амортизаторами| | | | | | | | |
| | | | | | | |
| |из автопокры-| | | | | | | | |
| | | | | | | |
| |шек при длине| | | | | | | | |
| | | | | | | |
| |секции: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-25|4 м | 1 |225 |222 | 226 |237 | 222 | 225 |230 | 225
| 227 | 232 |242 | 228|235 |233 | - |
| | |кранец | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-26|6 м | то же |306 |301 | 306 |320 | 301 | 307 |314 | 305
| 307 | 314 |328 | 312|319 |317 | - |
| | | | | | | | | | |
| | | | | | | |
| |металлической | | | | | | | | |
| | | | | | | |
| |рамы из труб| | | | | | | | |
| | | | | | | |
| |с амортизато-| | | | | | | | |
| | | | | | | |
| |рами из авто-| | | | | | | | |
| | | | | | | |
| |покрышек: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-27|одинарных | 1 т |136 |135 | 137 |140 | 134 | 135 |137 | 136
| 136 | 144 |150 | 135|137 |138 | - |
| | | общей | | | | | | | |
| | | | | | | |
| | | массы | | | | | | | |
| | | | | | | |
| | |отбой- | | | | | | | |
| | | | | | | |
| | | ного | | | | | | | |
| | | | | | | |
| | |устрой-| | | | | | | |
| | | | | | | |
| | | ства | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-28|сдвоенных | то же |125 |124 | 126 |128 | 123 | 124 |125 | 125
| 125 | 132 |137 | 124|125 |127 | - |
| | | | | | | | | | |
| | | | | | | |
| |из резиновых| | | | | | | | |
| | | | | | | |
| |труб диамет-| | | | | | | | |
| | | | | | | |
| |ром, мм: | | | | | | | | |
| | | | | | | |
| | | | | | | | | | |
| | | | | | | |
| |для причалов| | | | | | | | |
| | | | | | | |
| |речных | | | | | | | | |
| | | | | | | |
| | | | | | | | | | |
| | | | | | | |
| |из сборных| | | | | | | | |
| | | | | | | |
| |железобетонных| | | | | | | | |
| | | | | | | |
| |конструкций: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-29|300 | 1 |286 |283 | 290 |302 | 285 | 285 |285 | 287
| 287 | 325 |313 | 293|292 |310 | - |
| | |отбой- | | | | | | | |
| | | | | | | |
| | | ное | | | | | | | |
| | | | | | | |
| | |устрой-| | | | | | | |
| | | | | | | |
| | | ство | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-30|400 | то же |245 |242 | 248 |258 | 244 | 244 |244 | 246
| 246 | 278 |268 | 251|251 |265 | - |
| | | | | | | | | | |
| | | | | | | |
| |из | | | | | | | | |
| | | | | | | |
| |металлического| | | | | | | | |
| | | | | | | |
| |шпунта: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-31|300 | " |316 |313 | 321 |333 | 315 | 315 |315 | 317
| 317 | 359 |348 | 322|323 |341 | - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-32|400 | " |249 |246 | 253 |263 | 248 | 248 |248 | 250
| 250 | 285 |273 | 254|256 |270 | - |
| | | | | | | | | | |
| | | | | | | |
| |с высокой над-| | | | | | | | |
| | | | | | | |
| |стройкой из| | | | | | | | |
| | | | | | | |
| |монолитного | | | | | | | | |
| | | | | | | |
| |бетона: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40.33|300 | " |238 |235 | 241 |252 | 237 | 237 |236 | 239
| 239 | 276 |258 | 245|244 |262 | - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-34|400 | " |204 |201 | 207 |216 | 203 | 203 |202 | 205
| 205 | 237 |221 | 210|209 |224 | - |
| | | | | | | | | | |
| | | | | | | |
| |для причалов| | | | | | | | |
| | | | | | | |
| |морских при| | | | | | | | |
| | | | | | | |
| |расположении | | | | | | | | |
| | | | | | | |
| |амортизаторов:| | | | | | | | |
| | | | | | | |
| | | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-35|горизонтальном| " |276 |271 | 281 |289 | 273 | 273 |272 | -
| - | - |296 | 281|280 | - | - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-36|наклонном | " |535 |530 | 539 |556 | 532 | 532 |530 | -
| - | - |561 | 539|538 | - | - |
| | | | | | | | | | |
| | | | | | | |
| |Устройство де-| | | | | | | | |
| | | | | | | |
| |ревянных эле-| | | | | | | | |
| | | | | | | |
| |ментов гидро-| | | | | | | | |
| | | | | | | |
| |технических | | | | | | | | |
| | | | | | | |
| |сооружений: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-37|насадки, | 1 м3 | 78 |74,8| 76,1 |82,8| 74,8 | 82 |88,7| 76,9
| 78,8 | 77,1|77,3| 89 |90,3|90,4| - |
| |прогоны, |древе- | | | | | | | |
| | | | | | | |
| |схватки |сины в | | | | | | | |
| | | | | | | |
| | |конст- | | | | | | | |
| | | | | | | |
| | |рукции | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-38|верхнее строе-| то же |80,5|77,2| 78,1 |83,7| 77,2 |84,1 |90,4| 78,9
| 81 | 79 |79,4|90,6|91,4|91,5| - |
| |ние деревянных| | | | | | | | |
| | | | | | | |
| |свайных прича-| | | | | | | | |
| | | | | | | |
| |лов | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-39|колесоотбойный| " |132 |128 | 131 |144 | 127 | 134 |139 | 132
| 134 | 133 |133 | 140|143 |144 | - |
| |брус | | | | | | | | |
| | | | | | | |
| | | | | | | | | | |
| | | | | | | |
| |Устройство | | | | | | | | |
| | | | | | | |
| |деревянных | | | | | | | | |
| | | | | | | |
| |конструкций | | | | | | | | |
| | | | | | | |
| |сооружений на| | | | | | | | |
| | | | | | | |
| |каналах: | | | | | | | | |
| | | | | | | |
| | | | | | | | | | |
| | | | | | | |
| |открытого ти-| | | | | | | | |
| | | | | | | |
| |па: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-40|подпорных | " |62,2|59,1| 59,5 |62,3| 59,4 |66,1 |73,1| 60,2
| 62,2 | 59,7|60,4|73,1|73,1|73,1| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-41|сопрягающих | " |61,6|58,4| 58,8 |61,7| 58,7 |65,4 |72,2| 59,5
| 61,6 | 59,1|59,7|72,2|72,2|72,3| - |
| |перепадов | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-42|сопрягающих | " |66,8|63,7| 64,1 |66,9| 64 |70,6 |77,5| 64,6
| 66,8 | 64,3|64,9|77,5|77,5|77,6| - |
| |быстротоков | | | | | | | | |
| | | | | | | |
| |трубчатых: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-43|регуляторов | " |70,5|67,2| 67,5 |70,7| 67,4 |73,9 |80,3| 68,3
| 70,5 | 67,8|68,6|80,3|80,3|80,4| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-44|переездов | " |72,6|69,3| 69,6 |72,8| 69,5 |76,1 |82,4| 70,5
| 72,6 | 69,9|70,7|82,4|82,4|82,5| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-45|мостов на| " | 58 |54,9| 55,2 |58,1| 55,2 |61,9 |68,9| 56,9
| 58 | 55,4|56,1|68,9|68,9| 69 | - |
| |внутренних | | | | | | | | |
| | | | | | | |
| |дорогах | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-46|служебных | " | 95 |91,6| 91,7 |95,2| 91,6 |97,4 |102 | 92,2
| 95 | 91,9|92,5| 102|102 |102 | - |
| |мостиков | | | | | | | | |
| | | | | | | |
| |регулирующих | | | | | | | | |
| | | | | | | |
| |сооружений | | | | | | | | |
| | | | | | | |
| |щитовых из: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-47|досок | 1 м3 |90,9|87,5| 87,6 | 91 | 87,5 |93,3 |98,2| 88,1
| 90,9 | 87,8|88,3|98,2|98,2|98,2| - |
| | |древе- | | | | | | | |
| | | | | | | |
| | |сины в | | | | | | | |
| | | | | | | |
| | |конст- | | | | | | | |
| | | | | | | |
| | |рукции | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-48|пластин | то же |52,5|49,5| 49,8 |52,5| 49,8 |56,3 |63,3| 50,3
| 52,5 | 49,9|50,4|63,3|63,3|63,4| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-49|рам | " |65,4|62,3| 62,5 |65,5| 62,5 |69,4 |76,3| 63,5
| 65,4 | 63 |63,7|76,3|76,3|76,3| - |
| | | | | | | | | | |
| | | | | | | |
| |Устройство щи-| | | | | | | | |
| | | | | | | |
| |тов затворов| | | | | | | | |
| | | | | | | |
| |пластин из: | | | | | | | | |
| | | | | | | |
| | | | | | | | | | |
| | | | | | | |
| |досок в чет-| | | | | | | | |
| | | | | | | |
| |верть толщи-| | | | | | | | |
| | | | | | | |
| |ной, мм | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-50|50 |100 м2 |958 |936 | 936 |967 | 936 | 974 |1000| 940
| 958 | 959 |948 |1000|1000|1000| - |
| | | щитов | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-51|70 | то же |1180|1150| 1150 |1190| 1150 |1200 |1250| 1160
| 1180 | 1170|1160|1250|1250|1250| - |
| | | | | | | | | | |
| | | | | | | |
| |досок впритык| | | | | | | | |
| | | | | | | |
| |толщиной, мм; | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-52|50 | " |981 |963 | 968 |999 | 965 | 994 |1020| 968
| 982 | 990 |982 |1020|1020|1020| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-53|70 | " |1200|1170| 1180 |1220| 1180 |1220 |1260| 1180
| 1200 | 1200|1200|1260|1250|1260| - |
| | | | | | | | | | |
| | | | | | | |
| |брусьев впри-| | | | | | | | |
| | | | | | | |
| |тык толщиной,| | | | | | | | |
| | | | | | | |
| |мм: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-54|125 | " |2050|2000| 2000 |2070| 2000 |2070 |2140| 2020
| 2050 | 2060|2040|2140|2140|2140| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-55|150 | " |2290|2230| 2240 |2310| 2230 |2320 |2400| 2250
| 2290 | 2290|2270|2400|2390|2400| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-56|230 | |3260|3180| 3180 |3290| 3180 |3310 |3430| 3200
| 3260 | 3250|3230|3430|3420|3430| - |
| | | | | | | | | | |
| | | | | | | |
| |Устройство в| | | | | | | | |
| | | | | | | |
| |грунтах I| | | | | | | | |
| | | | | | | |
| |групы перемы-| | | | | | | | |
| | | | | | | |
| |чек шпунтовых:| | | | | | | | |
| | | | | | | |
| | | | | | | | | | |
| | | | | | | |
| |однорядных при| | | | | | | | |
| | | | | | | |
| |напоре: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-57|2 м | 1 м |123 |120 | 120 |123 | 120 | 125 |131 | 120
| 123 | 120 |127 | 130|131 |130 |Гравий -|
| | |перемы-| | | | | | | |
| | | | | | |0,29 м3;|
| | | чки | | | | | | | |
| | | | | | |хворост |
| | | | | | | | | | |
| | | | | | | - 0,23 |
| | | | | | | | | | |
| | | | | | | м3; |
| | | | | | | | | | |
| | | | | | |грунт - |
| | | | | | | | | | |
| | | | | | | 10 м3 |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-58|3 м | то же |174 |168 | 168 |175 | 168 | 178 |188 | 169
| 174 | 169 |176 | 187|188 |188 |Гравий -|
| | | | | | | | | | |
| | | | | | |0,55 м3;|
| | | | | | | | | | |
| | | | | | |хворост |
| | | | | | | | | | |
| | | | | | | - 0,23 |
| | | | | | | | | | |
| | | | | | | м3; |
| | | | | | | | | | |
| | | | | | |грунт - |
| | | | | | | | | | |
| | | | | | |17,5 м3 |
| | | | | | | | | | |
| | | | | | | |
| |двухрядных при| | | | | | | | |
| | | | | | | |
| |напоре: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-59|3 м | " |244 |235 | 236 |245 | 235 | 249 |264 | 237
| 244 | 236 |247 | 262|264 |263 | Камень |
| | | | | | | | | | |
| | | | | | | -1,31 |
| | | | | | | | | | |
| | | | | | | м3; |
| | | | | | | | | | |
| | | | | | |грунт - |
| | | | | | | | | | |
| | | | | | | 10 м3 |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-60|4 м | " |348 |335 | 337 |351 | 335 | 357 |379 | 338
| 349 | 339 |351 | 377|379 |379 |Камень -|
| | | | | | | | | | |
| | | | | | |1,31 м3;|
| | | | | | | | | | |
| | | | | | |грунт - |
| | | | | | | | | | |
| | | | | | | 17 м3 |
| | | | | | | | | | |
| | | | | | | |
| |Поправка при| | | | | | | | |
| | | | | | | |
| |определении | | | | | | | | |
| | | | | | | |
| |затрат на| | | | | | | | |
| | | | | | | |
| |устройство | | | | | | | | |
| | | | | | | |
| |перемычек в| | | | | | | | |
| | | | | | | |
| |грунтах II| | | | | | | | |
| | | | | | | |
| |группы: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-61|однорядных | " |36,6|36,6| 36,6 |36,6| 36,6 |36,6 |36,6| 36,6
| 36,6 | 36,6|36,6|36,6|36,6|36,6| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-62|двухрядных | " |23,9|23,9| 23,9 |23,9| 23,9 |23,9 |23,9| 23,9
| 23,9 | 23,9|23,9|23,9|23,9|23,9| - |
| | | | | | | | | | |
| | | | | | | |
| |Разборка в| | | | | | | | |
| | | | | | | |
| |грунтах I| | | | | | | | |
| | | | | | | |
| |группы перемы-| | | | | | | | |
| | | | | | | |
| |чек | | | | | | | | |
| | | | | | | |
| |однорядных при| | | | | | | | |
| | | | | | | |
| |напоре: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-63|2 м | " |32,6|32,6| 32,6 |32,6| 32,6 |32,6 |32,6| 32,6
| 32,6 | 32,6|32,6|32,6|32,6|32,6| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-64|3 м | " |28,8|28,8| 28,8 |28,8| 28,8 |28,8 |28,8| 28,8
| 28,8 | 23,8|28,8|28,8|28,8|28,8| - |
| | | | | | | | | | |
| | | | | | | |
| |двухрядных при| | | | | | | | |
| | | | | | | |
| |напоре: | | | | | | | | |
| | | | | | | |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-65|3 м | " |41,3|41,3| 41,3 |41,3| 41,3 |41,3 |41,3| 41,3
| 41,3 | 41,3|41,3|41,3|41,3|41,3| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-66|4 м | " |39,5|39,5| 39,5 |39,5| 39,5 |39,5 |39,5| 39,5
| 39,5 | 39,5|39,5|39,5|39,5|39,5| - |
| | | | | | | | | | |
| | | | | | | |
| |Поправка при| | | | | | | | |
| | | | | | | |
| |определении | | | | | | | | |
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| |затрат на| | | | | | | | |
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| |разборку | | | | | | | | |
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| |перемычек в| | | | | | | | |
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| |грунтах II| | | | | | | | |
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| |группы: | | | | | | | | |
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+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-67|однорядных | " |2,83|2,83| 2,83 |2,83| 2,83 |2,83 |2,83| 2,83
| 2,83 | 2,83|2,83|2,83|2,83|2,83| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
|40-68|двухрядных | " |3,82|3,82| 3,82 |3,82| 3,82 |3,82 |3,82| 3,82
| 3,82 | 3,82|3,82|3,82|3,82|3,82| - |
+-----+--------------+-------+----+----+------+----+------+-----+----+------+------+-----+----+----+----+----+--------+
#g0 снип iv-6-82строительные нормы и правила »
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