北侧长江大道工程量(中南路湖滨花园)第一版图北侧

工程量汇总,,,,,,,,,,

项目名称,单位,工程量,20孔,15孔,4孔,20孔涂塑管,3*1.5电缆井,6*1.8电缆井,6*1.8电缆弯井,拖管

人工挖沟槽土方,m3,23091.35,13893.39,176.80,180.00,593.61,180.74,7144.61,922.22,

土方外运,m3,23081.53,13893.39,176.80,180.00,593.61,170.92,7144.61,922.22,

土方回填,m3,7017.79,5343.61,66.30,80.60,228.31,35.29,1113.18,150.50,

砂石回填,m3,3399.68,1789.83,24.70,36.71,76.47,274.52,1058.46,138.98,

碎石垫层,m3,859.20,554.70,9.75,10.77,23.70,8.99,224.25,27.05,

20孔,,,3698.00,,,,,,,

C15混凝土偎管,m3,3738.68,3738.68,,,,,,,

模版,m2,8579.36,8579.36,,,,,,,

D150mm排管,m,73960.00,73960.00,,,,,,,

管内预留8#铁丝,kg,,,,,,,,,

15孔,,,,65.00,,,,,,

C15混凝土偎管,m3,51.81,,51.81,,,,,,

模版,m2,117.00,,117.00,,,,,,

D150mm排管,m,975.00,,975.00,,,,,,

,,,,,,,,,,,

4孔,,,,,133.00,,,,,

C15混凝土偎管,m3,38.76,,,38.76,,,,,

模版,m2,170.24,,,170.24,,,,,

D150mm排管,m,532.00,,,532.00,,,,,

,,,,,,,,,,,

4孔,,,,,,,,,,

C15混凝土偎管,m3,,,,,,,,,

模版,m2,,,,,,,,,

D100mm排管,m,,,,,,,,,

,,,,,,,,,,,

2孔,,,,,,,,,,

C15混凝土偎管,m3,,,,,,,,,

模版,m2,,,,,,,,,

D150mm排管,m,,,,,,,,,

,,,,,,,,,,,

20孔D150*4涂塑钢管,,,,,,158.00,,,,

C15混凝土偎管,m3,159.74,,,,159.74,,,,

模版,m2,366.56,,,,366.56,,,,

D150mm排管,m,3160.00,,,,3160.00,,,,

,,,,,,,,,,,

拖管,,,,,,,,,,

2孔,m,30,,,,,,,,

15孔,m,25,,,,,,,,

20孔,m,2878,,,,,,,,

,,,,,,,,,,,

管内预留铁丝8#,kg,13487.32,13487.32,,,,,,,

,,,,,,,,,,,

,,,,,,,,,,,

3*1.5电缆井,座,,,,,,14.00,,,

槽底平整,m2,115.95,,,,,115.95,,,

C15混凝土垫层,m3,16.85,,,,,16.85,,,

模版,m2,16.41,,,,,16.41,,,

C25钢筋混凝土底板,m3,16.85,,,,,16.85,,,

模版(底板）,m2,24.61,,,,,24.61,,,

仓面,m2,112.31,,,,,112.31,,,

M10水泥砂浆砌MU10墙身,m3,32.46,,,,,32.46,,,

单排脚手架,m2,224.29,,,,,224.29,,,

1：2水泥砂浆,m2,135.26,,,,,135.26,,,

C25钢筋混凝土盖板预制,m3,11.66,,,,,11.66,,,

模版(盖板板）,m2,380.52,,,,,380.52,,,

钢筋（盖板）,kg,240.22,,,,,240.22,,,

,kg,276.24,,,,,276.24,,,

,kg,971.51,,,,,971.51,,,

,kg,2197.24,,,,,2197.24,,,

,kg,679.49,,,,,679.49,,,

,kg,4115.06,,,,,4115.06,,,

垫梁C30预制,m3,4.56,,,,,4.56,,,

模版,m2,55.24,,,,,55.24,,,

钢筋（垫梁）,kg,71.67,,,,,71.67,,,

,kg,279.87,,,,,279.87,,,

,kg,48.72,,,,,48.72,,,

,kg,685.84,,,,,685.84,,,

,,,,,,,,,,,

,,,,,,,,,,,

6*1.8电缆井,座,,,,,,,138.00,,

槽底平整,m2,2421.90,,,,,,2421.90,,

C15混凝土垫层,m3,224.25,,,,,,224.25,,

模版,m2,248.40,,,,,,248.40,,

C25钢筋混凝土底板,m3,972.90,,,,,,972.90,,

模版(底板）,m2,728.64,,,,,,728.64,,

仓面,m2,2063.10,,,,,,2063.10,,

C25钢筋混凝土墙身,m3,1030.86,,,,,,1030.86,,

模版(墙身）,m2,4371.84,,,,,,4371.84,,

模版(墙身）,m2,3875.04,,,,,,3875.04,,

双排脚手架,m2,13447.66,,,,,,13447.66,,

仓面,m2,3875.04,,,,,,3875.04,,

C25钢筋混凝土顶板,m3,515.78,,,,,,515.78,,

模版(顶板）,m2,3566.40,,,,,,3566.40,,

脚手架,m3,2682.72,,,,,,2682.72,,

仓面,m2,2063.10,,,,,,2063.10,,

混凝土井筒,m3,106.77,,,,,,106.77,,

模版,m2,282.26,,,,,,282.26,,

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,,,,,,,,,,,

6*1.8转弯电缆井,座,,,,,,,,14.00,

槽底平整,m2,318.01,,,,,,,318.01,

C15混凝土垫层,m3,29.45,,,,,,,29.45,

模版,m2,29.56,,,,,,,29.56,

C25钢筋混凝土底板,m3,112.05,,,,,,,112.05,

模版(底板）,m2,87.23,,,,,,,87.23,

仓面,m2,270.89,,,,,,,270.89,

C25钢筋混凝土墙身,m3,125.44,,,,,,,125.44,

模版(墙身）,m2,596.06,,,,,,,596.06,

模版(墙身）,m2,480.17,,,,,,,480.17,

双排脚手架,m2,1051.63,,,,,,,1051.63,

仓面,m2,501.77,,,,,,,501.77,

C25钢筋混凝土顶板,m3,67.72,,,,,,,67.72,

模版(顶板）,m2,334.47,,,,,,,334.47,

脚手架,m3,362.17,,,,,,,362.17,

仓面,m2,270.89,,,,,,,270.89,

混凝土井筒,m3,9.28,,,,,,,9.28,

模版,m2,13.93,,,,,,,13.93,

钢板桩,,,,,,,,,,

,名称部位,长度,高度,宽度,面积（支撑）,每米根数,总重,,,

水泥维纶管,2孔,0.000,1.080,1.010,0.000,,,,,

,4孔,133.000,1.080,1.010,287.280,,,,,

,15孔,65.000,1.340,1.700,174.200,,,,,

,20孔,3698.000,2.210,1.700,16345.160,,,,,

涂塑钢管,20孔,158.000,2.210,1.700,698.360,,,,,

,3*1.5电缆井,48.720,1.470,2.180,143.237,,,,,

,6*1.8电缆井,897.000,2.950,2.700,5292.300,,,,,

,6*1.8*转弯电缆井,137.410,2.900,2.700,796.978,,,,,

,,5137.130,,,23737.515,,,,,

,,,,,,,,,,,

钢板桩根数,,,,,,4.425,,,,

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钢板桩重量,,,,,,,8564.914,,,

2[25b,,5137.130,,,,,645.224,,,

273*7钢管,根数,0.000,,,,0.000,,,,

,,44.777,,,,44.333,,,,

,,36.833,,,,21.667,,,,

,,2095.533,,,,1232.667,,,,

,,89.533,,,,52.667,,,,

,,807.300,,,,299.000,,,,

,,123.669,,,,45.803,,,,

,总长,3197.646,,,,,148.051,,,

300*300*10钢板,个数,6784.547,,,,,47.933,,,

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根据工期及现场实际情况：北边要求5月15号完工，工期75天，考虑天气及外部原因每天确保150米，分四个作业队。则钢板桩按100米实际购货数量：1、150米*4.42根*6米*31.4kg/m*2/1000=250.5吨；2、150*31.4*4/000=18.84吨；3、150/3*2.7*46.3=6.25。钢板桩租赁费按70元则算为110万，而购买250.5吨为100万另加采保费；横撑测算根据周转20次计价；,,,,,,,,,,

模版套数计算,,,,,,,,,,

根据工期及现场实际情况：北边要求5月15号完工，工期75天，考虑天气及外部原因每天确保4座井，分2个作业队。根据技术规范和实践经验：内膜和顶膜14天才能拆模，则一套模版实次数5次、则内膜外膜需要274/5=55套；外膜按7天拆模考虑，则一套模版需要周转11次、则外膜需要138/11=13套。,,,,,,,,,,

部位,单位,含量,容重,重量和（t）,定额含量折算模版重量（t）,增加模版（t）,,,,

底模,m2,5.28,