(房地产管理)房地产构件运输安装工程施工标准

第六节构件运输及安装工程一、构件运输1、预制混凝土构件运输工作内容：设置一般支架（垫木条）、装车绑扎、运输、按规定地址卸车堆放、支垫牢固。计量单位：1m3定额编号6—16—26—36—46—56—66—76—8项目1类预制混凝土构件运距（在km之内）名称单位代码人工综合工日工日二等板方材m3资料加固钢丝绳kg镀锌铁丝8#kg载重汽车6t台班机械汽车式起重台班机8t内人工费（元）基价材料费（元）表机械费（元）基价（元）

1351015202530单价定额耗用量33.500.2720.4000.4240.5400.7280.7720.9040.9881820.000.0010.0010.0010.0010.0010.0010.0010.0019.200.0310.0310.0310.0310.0310.0310.0310.0315.100.1500.1500.1500.1500.1500.1500.1500.150427.000.1020.1500.1590.2030.2730.2900.3390.371646.900.0680.1000.1060.1350.1820.1930.2260.2479.1113.4014.2018.0924.3925.8630.2833.032.872.872.872.872.872.872.872.8787.54128.74136.46174.01234.31248.68290.95318.2099.53145.01153.54194.97261.57277.41324.10354.10工作内容：同上。计量单位：1m3定额编号6—96—106—116—126—136—146—156—16项目1类预制混凝土构件运距（在km之内）2类预制混凝土构件运距（在km之内）3540455013510名称单位代码单价定额耗用量人工综合工日工日33.501.1041.1761.3041.3720.2160.3000.3160.392二等板方材m31820.000.0010.0010.0010.0010.0010.0010.0010.001资料加固钢丝绳kg9.200.0310.0310.0310.0310.0320.0320.0320.032镀锌铁丝8#kg5.100.1500.1500.1500.1500.3140.3140.3140.314载重汽车6t台班427.000.4140.4410.4890.5150.0810.1120.1190.147机械汽车式起重台班646.900.2760.2940.3260.3430.0540.0750.0790.098机8t内人工费（元）36.9839.4043.6845.967.2410.0510.5913.13基价材料费（元）2.872.872.872.873.723.723.723.72表机械费（元）355.32378.50419.69441.7969.5296.34101.92126.17基价（元）395.18420.76466.25490.62143.01工作内容：同上。计量单位：1m3定额编号6—176—186—196—206—216—226—236—24项目2类预制混凝土构件运距（在km之内）1520253035404550名称单位代码单价定额耗用量人工综合工日工日33.500.5120.5480.6360.6880.7560.8040.9000.940二等板方材31820.000.0010.0010.0010.0010.0010.0010.0010.001m资料加固钢丝绳kg9.200.0320.0320.0320.0320.0320.0320.0320.032镀锌铁丝8#kg5.100.3140.3140.3140.3140.3140.3140.3140.314载重汽车8t台班566.000.1920.2050.2380.2580.2840.3010.3380.352机械汽车式起重台班646.900.1280.1370.1590.1720.1890.2010.2250.235机8t内人工费（元）17.1518.3621.3123.0525.3326.9330.1531.49基价材料费（元）3.723.723.723.723.723.723.723.72表机械费（元）191.48204.66237.57257.29283.01300.39336.86351.25基价（元）212.34226.73262.59284.06312.05331.04370.73386.46工作内容：同上。定额编号项目名称单位代码人工综合工日工日二等板方材m3资料加固钢丝绳kg镀锌铁丝8#kg钢支架摊销kg平板拖车组20t台班机械汽车式起重机台班12t内人工费（元）基价材料费（元）表机械费（元）基价（元）工作内容：同上。定额编号项目名称单位代码人工综合工日工日二等板方材m3资料加固钢丝绳kg镀锌铁丝8#kg钢支架摊销kg平板拖车组20t台班汽车式起重机台班12t内机械载重汽车8t台班汽车式起重机台班8t内人工费（元）基价材料费（元）表机械费（元）基价（元）

3计量单位：1m6—256—266—276—286—296—306—316—323类预制混凝土构件运距（在km之内）1351015202530单价定额耗用量33.500.3000.4380.4500.6300.8281.0021.1341.2361820.000.0020.0020.0020.0020.0020.0020.0020.0029.200.0250.0250.0250.0250.0250.0250.0250.0255.100.2400.2400.2400.2400.2400.2400.2400.2404.800.2130.2130.2130.2130.2130.2130.2130.2131312.100.0750.1100.1120.1580.2070.2500.2840.309882.600.0500.0730.0750.1050.1380.1670.1890.20610.0514.6715.0821.1127.7433.5737.9941.416.126.126.126.126.126.126.126.12142.54208.76213.15299.98393.40475.42539.45587.25158.70229.55234.34327.21427.26515.10583.55634.78计量单位：1m36—336—346—356—366—376—386—396—403类预制混凝土构件运距（在km之内）4类预制混凝土构件运距（在km之内）3540455013510单价定额耗用量33.501.3861.4461.5901.6140.3640.4720.4920.5841820.000.0020.0020.0020.0020.0050.0050.0050.0059.200.0250.0250.0250.0250.0530.0530.0530.0535.100.2400.2400.2400.2400.5250.5250.5250.5254.800.2130.2130.2130.2131312.100.3470.3620.3970.403882.600.2310.2410.2650.269566.000.1370.1770.1850.219646.900.0910.1180.1230.14646.4348.4453.2754.0712.1915.8116.4819.566.126.126.126.1212.2712.2712.2712.27659.18687.69754.79766.20136.41176.52184.28218.40711.73742.24814.17826.38160.87204.59213.03250.23工作内容：同上。计量单位：1m3定额编号6—416—426—436—446—456—466—476—48项目4类预制混凝土构件运距（在km之内）1520253035404550名称单位代码单价定额耗用量人工综合工日工日33.500.7320.7720.8800.9521.0361.0921.2041.252二等板方材m31820.000.0050.0050.0050.0050.0050.0050.0050.005资料加固钢丝绳kg9.200.0530.0530.0530.0530.0530.0530.0530.053镀锌铁丝8#kg5.100.5250.5250.5250.5250.5250.5250.5250.525载重汽车8t台班566.000.2750.2900.3310.3570.3880.4100.4510.470机械汽车式起重机台班646.900.1830.1930.2200.2380.2590.2730.3010.3138t内人工基价材料表机械基

费（元）24.5225.8629.4831.8934.7136.5840.3341.94费（元）12.2712.2712.2712.2712.2712.2712.2712.27费（元）274.03288.99329.66356.02387.16408.66449.98468.50价（元）310.82327.12371.41400.18434.13457.51502.58522.71工作内容：同上。定额编号项目名称单位代码单价人工综合工日工日33.50壁板运输车7t台班706.50机械汽车式起重机台班646.908t内人工费（元）基价材料费（元）表机械费（元）基价（元）工作内容：同上。定额编号项目名称单位代码单价人工综合工日工日33.50壁板运输车7t台班706.50机械汽车式起重机台班646.908t内人工费（元）基价材料费（元）表机械费（元）基价（元）工作内容：同上。定额编号项目名称单位代码单价人工综合工日工日33.50壁板运输车7t台班706.50机械汽车式起重机台班646.908t内人工费（元）基价材料费（元）表机械费（元）基价（元）

3计量单位：1m6—496—506—516—526—536—546—556—565类预制混凝土构件运距（在km之内）1351015202530定额耗用量0.3000.4040.4280.5240.6760.7160.8240.9000.1120.1520.1600.1960.2540.2680.3100.3380.0750.1010.1070.1310.1690.1790.2060.22510.0513.5314.3417.5522.6523.9927.6030.15127.65172.72182.26223.22288.78305.14352.28384.35137.70186.26196.60240.77311.42329.12379.88414.503计量单位：1m6—576—586—596—606—616—626—636—645类预制混凝土构件运距（在km之内）6类预制混凝土构件运距（在km之内）3540455013510定额耗用量0.9801.0401.1441.1960.3400.4440.4680.5600.3670.3900.4300.4490.1270.1670.1750.2100.2450.2600.2860.2990.0850.1110.1170.14032.8334.8438.3240.0711.3914.8715.6818.76417.78443.73488.81510.64144.71189.79199.32238.93450.61478.57527.13550.71156.10204.67215.00257.693计量单位：1m6—656—666—676—686—696—706—716—726类预制混凝土构件运距（在km之内）1520253035404550定额耗用量0.7160.7480.8600.9321.0121.0681.1761.2280.2680.2810.3220.3490.3790.4010.4400.4600.1790.1870.2150.2330.2530.2670.2940.30723.9925.0628.8131.2233.9035.7839.4041.14305.14319.50366.58397.30431.43456.03501.05523.59329.12344.55395.39428.52465.33491.81540.44564.732、金属构造构件运输工作内容：按技术要求装车绑扎、运输、按指定地址卸车堆放。计量单位：1t定额编号6—736—746—756—766—776—78项目名称单位代码人工综合人工工日1二等板方材m3材钢支架摊销kg料加固钢丝绳kg镀锌铁丝8#kg平板拖车组20t台班机械汽车式起重机台班16t内人工费（元）基材料费（元）价机械费（元）表基价（元）

1类金属构造构件运距（在km之内）135101520单价(元)定额耗用量33.500.1260.1800.1860.2640.3420.4261820.000.0030.0030.0030.0030.0030.0034.800.1580.1580.1580.1580.1580.1589.200.0180.0180.0180.0180.0180.0185.100.1790.1790.1790.1790.1790.1791312.100.0310.0450.0460.0660.0860.1051118.400.0210.0300.0310.0440.0570.0714.226.036.238.8411.4614.277.307.307.307.307.307.3064.1692.6095.03135.81176.59217.1875.68105.92108.55151.95195.34238.74工作内容：同上。定额编号项目名称单位代码人工综合人工工日二等板方材m3材加固钢丝绳kg料镀锌铁丝8#kg载重汽车8t台班机械汽车式起重机台班8t内人工费（元）基材料费（元）价机械费（元）表基价（元）

计量单位：1t6—796—806—816—826—836—842类金属构造构件运距（在km之内）135101520单价(元)定额耗用量33.500.0920.1240.1320.1600.2160.2281820.000.0040.0040.0040.0040.0040.0049.200.0210.0210.0210.0210.0210.0215.100.2100.2100.2100.2100.2100.210566.000.0340.0470.0500.0600.0810.086646.900.0230.0310.0330.0400.0540.0573.084.154.425.367.247.647.827.827.827.827.827.8234.1246.6649.6559.8480.7885.5545.0258.6361.8973.0195.83101.00工作内容：同上。计量单位：1t定额编号6—856—866—876—886—896—90项目3类金属构造构件运距（在km之内）135101520名称单位代码单价(元)定额耗用量人工综合人工工日33.500.14800.19200.20400.24000.30400.3200材二等板方材m31820.000.00200.00200.00200.00200.00200.0020加固钢丝绳kg9.200.04300.04300.04300.04300.04300.0430料镀锌铁丝8#kg5.100.04300.04300.04300.04300.04300.0430载重汽车8t台班566.000.05600.07200.07600.09000.11400.1200机械汽车式起重机台班646.900.03700.04800.05100.06000.07600.08008t内人工费（元）4.966.436.838.0410.1810.72基材料费（元）4.254.254.254.254.254.25价机械费（元）55.6371.8076.0189.75113.69119.67表基价（元）64.8482.4987.10102.05128.13134.653、木门窗运输工作内容：装车、绑扎、运输、按指定地址卸车、堆放。计量单位：1m2定额编号6—916—926—936—946—956—96项目木门窗运输运距（在km之内）135101520名称单位代码单价(元)定额耗用量人工综合人工工日33.500.00840.01160.01240.00760.01010.0107机械载重汽车6t台班427.000.00420.00580.00620.01520.02020.0214基人工费（元）0.280.390.420.250.340.36材料费（元）价机械费（元）1.792.482.656.498.639.14表基价（元）2.072.873.066.758.969.50二、预制混凝土构件安装1、柱安装工作内容：构件翻身、就位、加固、安装、校订、垫实结点、焊接或紧固螺栓。计量单位：31m定额编号6—976—986—996—1006—1016—102柱每根柱体积（在m3之内）人工材料机械基价表

项目名称单位代码综合人工工日铁楔kg方木垫m3硬木楔m3麻袋条支撑方木m3支撑杉杆m3铁钉kg麻绳kg轮胎式起重机40t台班轮胎式起重机50t台班履带式起重机50t台班载重汽车6t台班人工费（元）材料费（元）机械费（元）基价（元）

61016履带式轮胎式履带式轮胎式履带式轮胎式起重机起重机起重机起重机起重机起重机单价(元)定额耗用量33.500.69100.71100.73000.78501.06401.23904.800.29600.29600.16700.16700.10300.10301820.000.00130.00130.00200.00200.00120.00121755.000.00080.00080.00700.00700.00430.00437.200.04400.04400.02500.02500.01500.01501820.000.00040.00040.00020.00020.00010.00011485.000.00980.00980.00850.00850.00520.00526.200.11100.11100.06200.06200.03850.038512.900.00500.00500.00500.00500.00500.00501507.500.03600.04101610.200.03700.13002027.000.03800.0560566.000.00100.00100.00100.00100.00100.001023.1523.8224.4626.3035.6441.5121.5421.5430.3430.3418.5418.5454.8460.1477.5962.37114.08209.8999.53105.50132.39119.01168.26269.94工作内容：同上。计量单位：31m定额编号6—1036—1046—1056—1066—1076—108柱接柱（第一节）每根柱体积（在m3之内）项目61014履带式轮胎式起履带式轮胎式履带式轮胎式起重机重机起重机起重机起重机起重机名称单位代码单价(元)定额耗用量人工综合人工工日33.501.39901.64901.20701.39901.16901.4160电焊条kg6.800.77100.77100.43400.43400.26700.2670垫铁kg4.800.84800.84800.47600.47600.29300.2930材绑铁kg4.804.22904.22904.22904.22904.22904.2290料方木垫m31820.000.00060.00060.00040.00040.00020.0002麻袋条7.200.04400.04400.02500.02500.01500.0150麻绳kg12.900.00500.00500.00500.00500.00500.0050履带式起重机25t台班893.400.0580履带式起重机50t台班2027.000.0490轮胎式起重机40t台班1507.500.0580机械轮胎式起重机50t台班1610.200.0590履带式起重机40t台班1861.800.0500轮胎式起重机25t台班1001.100.0690沟通电焊机30kVA台班130.500.23300.27500.20100.23300.19500.2360人工费（元）46.8755.2440.4346.8739.1647.44基材料费（元）31.0931.0926.5126.5124.0624.06价机械费（元）82.22104.96119.32117.84124.77125.80表基价（元）160.18191.29186.26191.22187.99197.29工作内容：同上。计量单位：1m3定额编号6—1096—1106—1116—1126—1136—114柱接柱（第二节）每根柱体积（在m3之内）项目61014履带式轮胎式起履带式轮胎式履带式轮胎式起重机重机起重机起重机起重机起重机人工材料机械基价表

名称单位代码单价(元)定额耗用量综合人工工日33.501.76202.06601.34901.72301.51701.7640电焊条kg6.800.77100.77100.43400.43400.26700.2670垫铁kg4.800.84800.84800.47600.47600.29300.2930绑铁kg4.804.22904.22902.37902.37901.46401.4640方木垫m31820.000.00060.00060.00040.00040.00020.0002麻袋条7.200.04400.04400.02500.02500.01500.0150麻绳kg12.900.00500.00500.00500.00500.00500.0050履带式起重机25t台班893.400.0730履带式起重机50t台班2027.000.0630履带式起重机40t台班1861.800.0560轮胎式起重机40t台班1507.500.0710轮胎式起重机50t台班1610.200.0730轮胎式起重机25t台班1001.100.0860沟通电焊机30kVA台班130.500.29400.34400.22400.28700.25200.2940人工费（元）59.0369.2145.1957.7250.8259.09材料费（元）31.0931.0917.6317.6310.7910.79机械费（元）103.59130.99133.49144.49160.59155.91基价（元）193.70231.28196.31219.83222.19225.79工作内容：同上。计量单位：1m3定额编号6—1156—1166-1176—1186—1196—120柱接柱（第三节）每根柱体积（在m3之内）人工材料机械基价表

项目61014履带式轮胎式起履带式轮胎式履带式轮胎式起重机重机起重机起重机起重机起重机名称单位代码单价(元)定额耗用量综合人工工日33.502.20102.59901.78802.19401.89602.2300电焊条kg6.800.77100.77100.43400.43400.26700.2670垫铁kg4.800.84800.84800.47600.47600.29300.2930绑铁kg4.804.22904.22902.37902.37901.46401.4640方木垫m31820.000.00060.00060.00040.00040.00020.0002麻袋条7.200.04400.04400.02500.02500.01500.0150麻绳kg12.900.00500.00500.00500.00500.00500.0050履带式起重机25t台班893.400.0920履带式起重机50t台班2027.000.0790履带式起重机40t台班1861.800.0250轮胎式起重机40t台班1507.500.0910轮胎式起重机50t台班1610.200.0930轮胎式起重机25t台班1001.100.1080沟通电焊机30kVA台班130.500.36700.43300.29800.36600.31600.3720人工费（元）73.7387.0759.9073.5063.5274.71材料费（元）31.0931.0917.6317.6310.7910.79机械费（元）130.09164.6385.43184.95201.37198.29基价（元）234.91282.78162.96276.07275.67283.79工作内容：同上。定额编号项目名称单位代码人工综合人工工日电焊条kg垫铁kg材绑铁kg料方木垫m3麻袋条麻绳kg机械沟通电焊机30kVA台班人工费（元）基材料费（元）价机械费（元）表基价（元）

计量单位：1m36—1216—1226—1236—1246—125柱接柱每根柱体积（在m3之内）第一节第二节61014610塔式起重机单价(元)定额耗用量33.501.28401.10800.95801.44401.10606.800.77100.43400.26700.77100.43404.800.84800.47600.29300.84800.47604.804.22904.22904.22904.22902.37901820.000.00060.00040.00020.00060.00047.200.04400.02500.01500.04400.025012.900.00500.00500.00500.00500.0050130.500.21400.18500.16000.24100.184043.0137.1232.0948.3737.0531.0926.5124.0631.0917.6327.9324.1420.8831.4524.01102.0387.7777.03110.9178.69工作内容：同上。定额编号项目名称单位代码人工综合人工工日电焊条kg垫铁kg材绑铁kg料方木垫m3麻袋条麻绳kg机械沟通电焊机30KVA台班人工费（元）基材料费（元）价机械费（元）表基价（元）

计量单位：1m36—1266—1276—1286—129柱接柱每根柱体积（在m3之内）第二节第三节1461014塔式起重机单价(元)定额耗用量33.501.28401.10800.95801.44406.800.26700.77100.43400.26704.800.29300.84800.47600.29304.801.46404.22902.37901.46401820.000.00020.00060.00040.00027.200.01500.04400.02500.015012.900.00500.00500.00500.0050130.500.17700.26400.21400.196043.0137.1232.0948.3710.7931.0917.6310.7923.1034.4527.9325.5876.90102.6677.6584.742、框架安装工作内容：构件翻身、就位、加固、安装、校订、垫实结点、焊接或紧固螺栓。计量单位：1m3定额编号6—1306—1316—1326—1336—1346—1356—1366—137框架柱框架梁安装高度三层之内每个构件单体（在m3之内）项目名称单位代码人工综合人工工日铁楔kg方木垫m3硬木楔m3麻袋条支撑方木m3材支撑杉杆m3料铁钉kg麻绳kg电焊条kg垫铁kg氧气m3乙炔气m3履带式起重机15t台班机轮胎式起重机20t台班械载重汽车6t台班沟通电焊机30KVA台班人工费（元）基材料费（元）价机械费（元）表基价（元）

1232履带式轮胎式起履带式轮胎式履带式轮胎式履带式轮胎式起起重机重机起重机起重机起重机起重机起重机重机单价(元)定额耗用量33.502.00702.40701.35301.62501.35401.59300.71700.84304.801.66601.66600.83300.83300.55500.55501820.000.00700.00700.00350.00350.00230.00230.00060.00061755.000.04390.04390.02190.02190.01460.01467.200.25000.25000.12500.12500.08300.08301820.000.00200.00200.00100.00100.00070.00071485.000.05500.05500.02750.02750.01830.01836.200.62500.62500.31200.31200.40800.408012.900.00500.00506.802.51902.51904.801.00001.00003.200.05000.050018.000.02200.0220789.500.11300.07600.07500.0420858.300.13400.09000.08900.0500566.000.00300.00300.00300.00300.00100.0010130.500.08400.099067.2380.6345.3354.4445.3653.3724.0228.24188.77188.7794.2994.2964.0564.0523.6423.6490.91116.7161.7078.9559.7876.9544.1255.83346.92386.12201.32227.68169.19194.3791.78107.72工作内容：同上。定额编号项目

计量单位：1m36—1386—1396—1406—1416—1426—1436—1446—145框架柱框架梁连体框架梁柱安装高度六层之内安装高度12m安装高度20m每个构件单体（在m3之内）每个构件单体（在m3之内）1232616塔式起重机履带式轮胎式履带式轮胎式起重机起重机起重机起重机名称人工综合人工铁楔方木垫硬木楔麻袋支撑方木材支撑杉杆料铁钉麻绳电焊条垫铁氧气乙炔气履带式起重机25t轮胎式起重机25t机履带式起重机50t械轮胎式起重机50t载重汽车6t沟通电焊机30KVA人工基材料价机械表基

单位代码工日kg3m3m条3m3mkgkgkgkg3m3m台班台班台班台班台班台班费（元）费（元）费（元）价（元）

单价(元)定额耗用量33.501.54801.01500.98400.58100.97101.16700.68400.72404.801.66600.83300.55500.14300.14300.05000.05001820.000.00700.00350.00230.00060.00090.00090.00120.00121755.000.04390.02190.01460.00040.00040.00210.00217.200.25000.12500.08300.02100.02100.00700.00701820.000.00200.00100.00070.00020.00020.00060.00061485.000.05500.02750.01830.00470.00470.00250.00256.200.62500.31200.40800.05400.05400.01900.019012.900.00500.00500.00500.00500.00506.802.51901.29801.29801.29801.29804.801.00000.51500.51500.51500.51503.200.05000.02600.02600.02600.026018.000.02200.01100.01100.01100.0110893.400.10801001.100.13002027.000.07801610.200.0810566.000.00300.00200.00100.00100.0010130.500.12100.21600.26000.15200.161051.8634.0032.9619.4632.5339.0922.9124.25188.7794.2964.0523.6422.5022.5022.7322.731.701.130.5715.79125.24164.64177.94151.44242.33129.4397.5858.90180.27226.23223.58198.423、吊车梁安装工作内容：构件翻身、就位、加固、安装、校订、垫实结点、焊接或紧固螺栓。计量单位：1m3定额编号6—1466—1476—1486—1496—1506—1516—1526—153项目名称单位代码人工综合人工工日电焊条kg垫铁kg麻袋条材方木垫3m料支撑方木3m镀锌铁丝8#kg铁钉kg麻绳kg履带式起重机15t台班机轮胎式起重机20t台班履带式起重机25t台班械轮胎式起重机25t台班沟通电焊机30KVA台班基0000000人工费（元）材料费（元）价机械费（元）表基价（元）

鱼腹式吊车梁每个构件单体（在m3之内）1.62.43.65.2履带式轮胎式履带式轮胎式履带式轮胎式履带式轮胎式起重机起重机起重机起重机起重机起重机起重机起重机单价(元)定额耗用量33.500.43700.52000.30500.36000.24800.29800.26100.30806.802.29102.29101.25301.25300.75100.75100.52700.52704.801.66201.66200.89000.89000.54200.54200.38000.38007.200.41900.41900.22600.22600.13700.13700.09600.09601820.000.00340.00340.00180.00180.00110.00110.00080.00081820.000.00200.00200.00110.00110.00070.00070.00050.00055.100.52400.52400.02820.02820.17200.17200.12100.12106.200.52400.52400.02820.02820.17200.17200.12100.121012.900.00500.00500.00500.00500.00500.00500.00500.0050789.500.03600.0260858.300.04300.0300893.400.02100.01701001.100.02500.0210130.500.07200.08600.05000.06000.04100.05000.03500.041014.6417.4210.2212.068.319.988.7410.3242.3942.3920.0820.0813.9813.989.909.9037.8248.1327.0533.5824.1131.5519.7626.3794.84107.9457.3565.7246.4055.5138.4046.59工作内容：同上。定额编号项目名称单位代码人工综合人工工日电焊条kg垫铁kg麻袋条材方木垫3m料支撑方木3m镀锌铁丝8#kg铁钉kg麻绳kg机履带式起重机15t台班轮胎式起重机20t台班械沟通电焊机30KVA台班人工费（元）基材料费（元）价机械费（元）表基价（元）

3计量单位：1m6—1546—1556—1566—1576—1586—1596—1606—161T型吊车梁每个构件单体（在m3之内）0.511.52履带式轮胎式履带式轮胎式履带式轮胎式履带式轮胎式起重机起重机起重机起重机起重机起重机起重机起重机单价(元)定额耗用量33.501.26101.46900.71500.83200.42900.49400.39000.45506.800.54400.54400.30800.30800.18300.18300.12700.12704.800.42000.42000.23800.23800.14100.14100.09800.09807.200.10200.10200.06000.06000.03500.03500.02500.02501820.000.00090.00090.00050.00050.00030.00030.00020.00021820.000.00050.00050.00030.00030.00020.00020.00010.00015.100.13300.13300.07500.07500.04500.04500.03100.03106.200.13300.13300.07500.07500.04500.04500.03100.031012.900.00500.00500.00500.00500.00500.00500.00500.0050789.500.09700.05500.03300.0300858.300.11300.06400.03800.0350130.500.19400.22600.11000.12800.06600.07600.06000.070042.2449.2123.9527.8714.3716.5513.0715.2410.5710.576.046.043.663.662.472.47101.90126.4857.7871.6434.6742.5331.5239.18154.71186.2687.77105.5452.6962.7447.0556.894、梁安装工作内容：同上。计量单位：1m3定额编号6—1626—1636—1646—1656—1666—1676—168楼板梁连系梁框架梁安项目安装高度六层之内每个构件单体（在m3之内）装高12m内0.81.60.83单件2m内履带式起轮胎式起履带式起轮胎式起履带式起轮胎式起塔式起重机重机重机重机重机重机重机名称单位代码单价(元)定额耗用量人工综合人工工日33.500.48000.56400.36000.42000.39600.45600.6520电焊条kg6.800.56300.56300.34300.34300.42500.42502.5190垫铁kg4.801.14001.14000.69400.69400.87500.87501.0000材方木垫m31820.000.00140.00140.00090.00090.00010.00010.0006料麻绳kg12.900.00500.00500.00500.00500.00500.00500.0050氧气m33.200.0500乙炔气m318.000.0220机履带式起重机15t台班789.500.04000.03000.0330轮胎式起重机20t台班858.500.04700.03500.0380械沟通电焊机30KVA台班130.500.08000.09400.06000.07000.06600.07600.0770基人工费（元）16.0818.8912.0614.0713.2715.2821.84材料费（元）11.9111.917.377.377.347.3423.64价机械费（元）42.0252.6231.5239.1834.6742.5410.05表基价（元）70.0183.4250.9460.6255.2765.1555.53工作内容：同上。定额编号项目名称单位代码人工综合人工工日方木垫m3材麻绳kg料电焊条kg垫铁kg机械沟通电焊机30KVA台班人工费（元）基材料费（元）价机械费（元）表基价（元）工作内容：同上。定额编号项目名称单位代码人工综合人工工日方木垫m3麻绳kg电焊条kg垫铁kg材支撑方木m3料镀锌铁丝8#kg加固衫杆m3麻袋条加固木板m3螺丝φ19×310个沟通电焊机30KVA台班履带式起重机15t台班机械轮胎式起重机20t台班载重汽车6t台班人工费（元）基材料费（元）价机械费（元）表基价（元）

计量单位：1m36—1696—1706—1716—1726—1736—1746—175楼板梁连系梁过梁安装高度六层之内每个构件单体（在m3之内）0.81.60.81.60.80.40.8塔式起重机单价(元)定额耗用量33.500.41700.31300.45200.32800.41401.65100.46101820.000.00140.00090.00140.00090.00010.00230.001412.900.00500.00500.00500.00500.00500.00500.00506.800.56300.34300.56300.34300.42500.46800.28404.801.14030.69401.14030.69400.87501.84901.1190130.500.07000.05200.07000.05200.069013.9710.4915.1410.9913.8755.3115.4411.917.3711.917.377.3416.319.919.146.799.146.799.000.000.0035.0224.6436.1925.1430.2171.6225.36计量单位：1m36—1766—1776—1786—1796—1806—1816—182连系梁过梁无天窗托架梁安装安装高度10m之内安装高三层内单体（在m3内）翻身就位安装0.80.40.8履带式轮胎式履带式轮胎式塔式起重机起重机起重机起重机起重机单价(元)定额耗用量33.500.33801.34000.35400.32200.38600.64300.75701820.000.00010.00230.00140.00470.004712.900.00500.00500.00500.00500.00506.800.42500.46800.28401.41301.41304.800.87501.84901.11900.63600.63601820.000.00180.00185.101.77901.77901485.000.01920.01927.200.16000.16001820.000.00190.00196.800.80200.8020130.500.05600.18900.2230789.500.02900.0380858.300.03200.0450566.000.00200.002011.3244.8911.8610.7912.9321.5425.367.3416.319.9117.2817.2854.9254.927.310.000.0022.9027.4755.8068.8625.9761.2021.7750.9757.68132.26149.14工作内容：同上。定额编号项目名称单位代码人工综合人工工日电焊条kg垫铁kg方木垫3m支撑方木3m材镀锌铁丝8#kg料支撑杉杆3m麻袋条二等板方材m3麻绳kg螺丝φ19×310个履带式起重机15t台班机轮胎式起重机20t台班械沟通电焊机30KVA台班载重汽车6t台班人工费（元）基材料费（元）价机械费（元）表基价（元）

计量单位：1m36—1836—1846—1856—1866—1876—1886—1896—190无天窗托架梁安装安装高度15m之内无天窗托架梁安装安装高度20m之内翻身就位安装翻身就位安装履带式轮胎式起履带式轮胎式履带式轮胎式履带式轮胎式起起重机重机起重机起重机起重机起重机起重机重机单价(元)定额耗用量33.500.32200.38600.73800.86900.32200.38600.93801.09506.801.41301.41301.41301.41304.800.63600.63600.63600.63601820.000.00470.00470.00470.00471820.000.00180.00180.00180.00185.101.77901.77901.77901.77901485.000.01920.01920.01920.01927.200.16000.16000.16000.16001820.000.00190.00190.00190.001912.900.00500.00500.00500.00506.800.80200.80200.80200.8020789.500.02700.04300.02700.0550858.300.03200.05100.03200.0640130.500.21700.25600.27600.3220566.000.00200.00200.00200.002010.7912.9324.7229.1110.7912.9331.4236.6817.2817.2854.9254.9217.2817.2854.9254.9221.3227.4763.4078.3121.3227.4780.5798.0849.3957.68143.04162.3549.3957.68166.92189.69工作内容：同上。定额编号项目名称单位代码人工综合人工工日电焊条kg垫铁kg方木垫3材m支撑方木3料m铁钉kg麻袋条麻绳kg履带式起重机15t台班机台班轮胎式起重机20t械沟通电焊机30KVA台班人工费（元）基材料费（元）价机械费（元）表基价（元）

计量单位：1m36—1916—1926—1936—1946—1956—1966—1976—198无天窗薄腹梁（单坡）安装高度10m之内无天窗薄腹梁（单坡）安装高度15m之内翻身就位安装翻身就位安装履带式轮胎式起履带式轮胎式履带式轮胎式履带式轮胎式起起重机重机起重机起重机起重机起重机起重机重机单价(元)定额耗用量33.500.31100.36700.86701.02300.31100.36700.99601.16806.802.49502.49502.49502.49504.801.90501.90501.90501.90501820.000.00190.00190.00190.00191820.000.00120.00120.00120.00126.200.04000.04000.04000.04007.200.12000.12000.12000.120012.900.00500.00500.00500.0050789.500.02600.05100.02600.0590858.300.03000.06000.03100.0680130.500.20400.24100.23400.274010.4212.2929.0434.2710.4212.2933.3739.135.895.8927.0427.045.895.8927.0427.0420.5325.7566.8982.9520.5326.6177.1294.1236.8443.93122.97144.2636.8444.79137.52160.29工作内容：同上。计量单位：1m3定额编号6—1996—2006—2016—2026—2036—2046—2056—206无天窗薄腹梁（单坡）安装高度20m之内无天窗薄腹梁（双坡）安装高度10m之内项目翻身就位安装翻身就位安装履带式轮胎式起履带式轮胎式履带式轮胎式履带式轮胎式起起重机重机起重机起重机起重机起重机起重机重机名称单位代码单价(元)定额耗用量人工综合人工工日33.500.31100.36701.26701.47700.27600.32500.83500.9810电焊条kg6.802.49502.49502.10102.1010垫铁kg4.801.90501.90501.58601.5860材方木垫m31820.000.00190.00190.00160.0016支撑方木m31820.000.00120.00120.00100.0010料铁钉kg6.200.04000.04000.04000.0400麻袋条7.200.12000.12000.10000.1000麻绳kg12.900.00500.00500.00500.0050机履带式起重机15t台班789.500.02600.07500.02300.0490轮胎式起重机20t台班858.300.03100.08100.02700.0580械台班沟通电焊机30KVA130.500.29800.34800.19600.2310基人工费（元）10.4212.2942.4449.489.2510.8927.9732.86材料费（元）5.895.8927.0427.044.984.9822.6822.68价机械费（元）20.5326.6198.10114.9418.1623.1764.2679.93表基价（元）36.8444.79167.58191.4532.3839.04114.92135.47工作内容：同上。定额编号项目名称单位代码人工综合人工工日电焊条kg垫铁kg方木垫3材m支撑方木3料m铁钉kg麻袋条麻绳kg履带式起重机15t台班机轮胎式起重机20t台班械台班沟通电焊机30KVA人工费（元）基材料费（元）价机械费（元）表基价（元）

计量单位：1m36—2076—2086—2096—2106—2116—2126—2136—214无天窗薄腹梁（双坡）安装高度15m之内无天窗薄腹梁（双坡）安装高度20m之内翻身就位安装翻身就位安装履带式轮胎式起履带式轮胎式履带式轮胎式履带式轮胎式起起重机重机起重机起重机起重机起重机起重机重机单价(元)定额耗用量33.500.27600.32500.95401.12900.27600.32501.22701.43106.802.10102.10102.10102.10104.801.58601.58601.58601.58601820.000.00160.00160.00160.00161820.000.00100.00100.00100.00106.200.04000.04000.04000.04007.200.10000.10000.10000.100012.900.00500.00500.00500.0050789.500.02300.05600.02300.0720858.300.02700.06600.02700.0840130.500.22400.26600.28900.33709.2510.8931.9637.829.2510.8941.1047.944.984.9822.6822.684.984.9822.6822.6818.1623.1773.4491.3618.1623.1794.56116.0832.3839.04128.09151.8732.3839.04158.35186.70工作内容：同上。计量单位：1m3定额编号6—2156—2166—2176—2186—2196—220基础梁每个构件单体（在m3之内）混凝乡俗道梁0.51项目履带式轮胎式起履带式轮胎式履带式轮胎式起重机重机起重机起重机起重机起重机名称单位代码单价(元)定额耗用量人工综合人工工日33.500.44400.51600.30000.36000.70000.8400材电焊条kg6.800.69900.69900.39100.39101.45401.4540方木垫31820.000.00210.00210.00110.00110.00180.0018料m麻绳kg12.900.00500.00500.00500.00500.00540.0054履带式起重机15t台班789.500.03700.02500.0520机轮胎式起重机20t台班858.300.04300.03000.0620械台班沟通电焊机30KVA130.500.07400.08600.05000.06000.12300.1480基人工费（元）14.8717.2910.0512.0623.4528.14材料费（元）8.648.644.734.7313.2313.23价机械费（元）38.8748.1326.2633.5857.1172.53表基价（元）62.3874.0641.0450.3693.79113.90工作内容：同上。计量单位：1m3定额编号6—2216—2226—2236—224过梁每个构件单体（在m3之内）项目0.40.8履带式起重机轮胎式起重机履带式起重机轮胎式起重机名称单位代码单价(元)定额耗用量人工综合人工工日33.501.54101.80700.53900.6340电焊条kg6.800.46800.46800.28400.2840材垫铁kg4.801.84901.84901.11901.1190料方木垫m31820.000.00230.00230.00140.0014麻绳kg12.900.00500.00500.00500.0050机履带式起重机15t台班789.500.12800.0450械轮胎式起重机20t台班858.300.15100.0530基人工费（元）51.6260.5318.0621.24材料费（元）16.3116.319.919.91价机械费（元）101.06129.6035.5345.49表基价（元）168.99206.4563.5076.645、屋架安装工作内容：同上。计量单位：1m3定额编号6—2256—2266—2276—2286—2296—230折线形屋架三角形组合屋架（钢筋下弦拉杆）项目安装高度20m内每榀体积1m3内每榀体积1.5m3内翻身就位安装履带式轮胎式起履带式轮胎式起履带式起重机起重机重机起重机重机名称单位代码单价(元)定额耗用量人工综合人工工日33.500.81000.96102.93003.44500.74202.0590电焊条kg6.801.41702.90402.90401.87501.8750垫铁kg4.801.1850方木垫m31820.000.0091材麻袋条7.200.2200加固杉杆m31485.000.0043料镀锌铁丝8#kg5.101.4750麻绳kg12.900.0050零星砌体3247.200.32200.32200.20800.2080m木凳m31820.000.00310.00310.00200.0020履带式起重机25t台班893.400.05200.06200.14800.0880机轮胎式起重机20t台班858.300.17400.1040械沟通电焊机30KVA台班130.500.15700.18600.44400.52200.26400.3120载重汽车6t台班566.000.0010人工费（元）27.1432.1998.16115.4124.8668.98基材料费（元）23.0124.43104.99104.9967.8167.81价机械费（元）67.5179.66190.17217.47113.07129.98表基价（元）117.66136.29393.31437.86205.74266.76工作内容：同上。计量单位：1m3定额编号6—2316—2326—2336—2346—2356—2366—2376—238三角形组合屋架（钢筋下弦拉杆）每榀构件单体（在m3之内）项目拼装2m3之内安装1m3之内安装1.5m3之内安装2m3之内履带式轮胎式起履带式轮胎式起履带式轮胎式履带式轮胎式起起重机重机起重机重机起重机起重机起重机重机名称单位代码单价(元)定额耗用量人工综合人工工日33.502.31701.90101.99502.33701.61501.88101.57701.8620电焊条kg6.801.35101.35103.37303.37302.01402.01401.45701.4570垫铁kg4.800.21200.21200.13700.13700.09800.0980零星砌体3247.200.15000.1500m木凳31820.000.00150.0015m材方木垫31820.000.01200.01200.00780.00780.00560.0056m料木支撑31820.000.02560.02560.00170.00170.00120.0012m镀锌铁丝8#kg5.101.97501.97501.27501.27500.91900.9190加固杉杆31485.000.02130.02130.01380.01380.00990.0099m麻袋条7.200.26700.26700.17200.17200.12400.1240麻绳kg12.900.00500.00500.00500.00500.00500.0050履带式起重机25t台班893.400.08100.10500.08500.0830机轮胎式起重机20t台班858.300.09600.12300.09900.0980械沟通电焊机30KVA台班130.500.24300.28800.31500.36900.25500.29700.24900.2940载重汽车6t台班566.000.00200.00200.00100.00100.00100.0010基人工费（元）77.6263.6866.8378.2954.1063.0152.8362.38材料费（元）49.0049.00136.08136.0859.9459.9443.1043.10价机械费（元）104.08119.98136.05154.86109.78124.30107.21123.05表基价（元）230.69232.66338.95369.22223.83247.25203.14228.52工作内容：同上。定额编号项目名称单位代码人工综合人工工日电焊条kg垫铁kg零星砌体3m木凳3m材方木垫3m料木支撑3m镀锌铁丝8#kg支撑杉杆3m麻袋条麻绳kg履带式起重机25t台班机轮胎式起重机20t台班械沟通电焊机30KVA台班载重汽车6t台班人工费（元）基材料费（元）价机械费（元）表基价（元）

计量单位：1m36—2396—2406—2416—2426—2436—2446—2456—246三角形组合屋架（角钢下弦拉杆）每榀构件单体（在m3之内）拼装1m3之内拼装1.5m3之内拼装2m3之内安装1m3之内履带式轮胎式起履带式轮胎式起履带式轮胎式履带式轮胎式起起重机重机起重机重机起重机起重机起重机重机单价(元)定额耗用量33.503.60404.03902.05902.41601.90102.25702.19602.53706.802.90402.90401.87501.87501.35101.35103.37303.37304.800.21200.2120247.200.32200.32200.20800.20800.15000.15001820.000.00310.00310.00200.00200.00150.00151820.000.01200.01201820.000.02560.02565.101.97501.97501485.000.02130.02137.200.26700.267012.900.00500.0050893.400.18200.10400.09600.1050858.300.20400.12200.11400.1230130.500.54600.61200.31200.36600.28800.34200.31500.3690566.000.00200.0020120.73135.3168.9880.9463.6875.6173.5784.99104.99104.9967.8167.8149.0049.00136.08136.08233.85254.96133.63152.48123.35142.48136.05154.86459.57495.25270.41301.22236.03267.08345.69375.92工作内容：同上。计量单位：1m3定额编号6—2476—2486—2496—2506—2516—2526—2536—254三角形组合屋架（角钢下弦拉杆）三角形组合屋架（槽钢下弦拉杆）项目安装1.5m3之内安装2m3之内拼装1m3之内拼装1.5m3之内履带式轮胎式起履带式轮胎式起履带式轮胎式起履带式轮胎式起起重机重机起重机重机起重机重机起重机重机名称单位代码单价(元)定额耗用量人工综合人工工日33.501.81502.08101.77702.06204.17804.89102.49502.9110电焊条kg6.802.01402.01401.45701.45702.90402.90401.87501.8750垫铁kg4.800.13700.13700.09800.0980零星砌体m3247.200.32200.32200.20800.2080木凳m31820.000.00310.00310.00200.0020材方木垫m31820.000.00780.00780.00560.0056料木支撑m31820.000.00170.00170.00120.0012镀锌铁丝8#kg5.101.27501.27500.91900.9190加固杉杆m31485.000.01380.01380.00990.0099麻袋条7.200.17200.17200.12400.1240麻绳kg12.900.00500.00500.00500.0050履带式起重机25t台班893.400.08500.08300.21100.1260机轮胎式起重机20t台班858.300.09900.09800.24700.1470械沟通电焊机30KVA台班130.500.25500.29700.24900.29400.63300.74100.37800.4410载重汽车6t台班566.000.00100.00100.00100.0010基人工费（元）60.8069.7159.5369.08139.96163.8583.5897.52材料费（元）59.9459.9443.1043.10104.99104.9967.8167.81价机械费（元）109.78124.30107.21123.05271.11308.70161.90183.72表基价（元）230.53253.95209.84235.22516.06577.54313.29349.05工作内容：同上。定额编号项目

计量单位：1m36—2556—2566—2576—2586—2596—2606—2616—262三角形组合屋架（槽钢下弦拉杆）三角形组合屋架（槽钢下弦拉杆）拼装2m3之内安装1m3之内安装1.5m3之内安装2m3之内履带式轮胎式履带式轮胎式履带式轮胎式履带式轮胎式起重机起重机起重机起重机起重机起重机起重机起重机名称人工综合人工电焊条垫铁零星砌体木凳材方木垫料木支撑镀锌铁丝8#

单位代码工日kgkgm3m33mkg

单价(元)定额耗用量33.502.31702.71302.29602.63701.91502.18101.87702.16206.801.35101.35103.37303.37302.01402.01401.45701.45704.800.21200.21200.13700.13700.09800.0980247.200.15000.15001820.000.00150.00151820.000.01200.01200.00780.00780.00560.00561820.000.02560.02560.00170.00170.00120.00125.101.97501.97501.27501.27500.91900.9190加固杉杆3m麻袋条麻绳kg履带式起重机25t台班机轮胎式起重机20t台班械沟通电焊机30KVA台班载重汽车6t台班人工费（元）基材料费（元）价机械费（元）表基价（元）

1485.000.02130.02130.01380.01380.00990.00997.200.26700.26700.17200.17200.12400.124012.900.00500.00500.00500.00500.00500.0050893.400.11700.10500.08500.0830858.300.13700.12300.09900.0980130.500.35100.41100.31500.36900.25500.29700.24900.2940566.000.00200.00200.00100.00100.00100.001077.6290.8976.9288.3464.1573.0662.8872.4349.0049.00136.08136.0859.9459