[实例]建筑工程施工图预算(图纸+计算书+定额计价)

'土建单位工程施工图预算编制实例Page1of8土建单位工程施工图预算编制实例工程概况1.设计说明2本例为一单层砖混结构实习车间，建筑面积97.18m，室内标高±0.00，室内外高差-0.15m。该工程相关图图4.70～图4.78所示。（1）基础工程采用条形砖基础，M5水泥砂浆砌筑；独立柱基础为C20钢筋混凝土现浇，C10混凝土垫层；C20钢筋混凝梁。（2）主体工程内外墙均采用M5混合砂浆砌筑；屋面板及门窗过梁采用现浇构件，所有混凝土强度等级均为C20，构造柱在地圈梁上，断面尺寸均为370×370mm 或240×240mm，配筋4Ф12、ф6﹫200，按要求预留马牙槎并设拉与墙体拉接。图中ф为一级圆钢，Ф为二级螺纹钢。受力钢筋的混凝土保护层厚度：柱、圈梁、过梁为m，板为15mm。（3）门窗本工程门窗均为钢门窗，所有门窗均刷防锈漆一遍、调和漆两遍，详细尺寸见门窗明细表。（4）楼地面工程地面为60厚C15混凝土垫层，20厚1:2.5水泥砂浆抹面压实赶光；散水宽1.0m,台阶长3.6m,与散水同宽，散台阶做法同地面，踢脚为120mm高水泥砂浆踢脚。（5）屋面工程屋面工程做法从下到上为：120钢筋混凝土板、1:6水泥焦渣最低处30厚，找2%坡度，振捣密实，表面抹80厚聚苯板保温层、20厚1:2.5水泥砂浆找平层、3+3SBS防水层。四角均设漏斗、塑料水落管及下水弯头排水。（6）装饰工程1）外墙装饰：外墙为干粘石墙面，白石子水刷石墙裙。2）内墙抹灰：喷内墙涂料（大白浆）；10厚1:3 水泥砂浆打底。3）天棚抹灰：喷顶棚涂料（大白浆）；1.5厚腻子粉两遍；刷素水泥浆一道。本例中只将主要图纸附于本书中，它们是建施1～2和结施1～6。2.施工组织说明（1）本工程采用人工挖土、平整场地及回填土，挖地槽时不加工作面，挖地坑时工作面为0.3m，土壤为土。（2）余土外运采用人工运输，运距10公里以内。http://211.81.166.81/jxal2_sl.html2011-3-23 土建单位工程施工图预算编制实例Page2of8 建施1 建筑平面图http://211.81.166.81/jxal2_sl.html2011-3-23 土建单位工程施工图预算编制实例Page3of8     建施2 屋顶结构平面布置图      建施3 建筑剖面图及立面图http://211.81.166.81/jxal2_sl.html2011-3-23 土建单位工程施工图预算编制实例Page4of8     结施1 基础平面、剖面图http://211.81.166.81/jxal2_sl.html2011-3-23 土建单位工程施工图预算编制实例Page5of8                                结施3 屋面顶梁结构平面图                http://211.81.166.81/jxal2_sl.html2011-3-23 土建单位工程施工图预算编制实例Page6of8   结施4  屋面板结构配筋图   结施5 独立柱配筋图http://211.81.166.81/jxal2_sl.html2011-3-23 土建单位工程施工图预算编制实例Page7of8        结施6 构造柱配筋详图  结施7   屋面圈梁平面布置及配筋图http://211.81.166.81/jxal2_sl.html2011-3-23 土建单位工程施工图预算编制实例Page8of8   结施8 雨蓬大样图http://211.81.166.81/jxal2_sl.html2011-3-23 工程量计算表序号清单编码项目名称及作法计           算           式单位数量常用基数计算外墙外边线L外(11.3+8.6)×2m39.8外墙中心线L中39.8-4×0.37m38.32内墙净长线L内(3.6-0.24)+(8.1-0.24)=3.36+7.86m11.22底层建筑面积S底8.6×11.3m297.18建筑面积SS底m297.1811-1平整场地S=首层建筑面积*1.4=97.18*1.4=135.492m2136.1人工挖地槽V=宽度*高度*长度(普硬土，H=1.35m)V中1-1=1.2*1.35*38.32m362.0821-4V内2-2=1.0*1.35*[(3.6-0.54-0.5)+(8.1-0.54×2)]m312.93           小计      75.04m3人工挖地坑V=(长度+2×工作面)×(宽度+2×工作面)×高度31-3(普硬土，H=1.35m)V=(2.3+2×0.3)×(2.3+2×0.3)×1.35m311.35地圈梁体积=宽×高×地圈梁长V中=0.37×0.24×38.32m33.446-26C15现浇钢筋混凝土地圈梁V内=0.24×0.24×11.22m30.65          小计        4.05m3V=墙厚×(设计基础高十折加高度)×基础长-地梁体积V中1-1=0.365×(1.2+0.129)×38.32-3.4m315.1954-1M5水泥砂浆砖基础V内2-2=0.24×(1.2+0.197)×11.22-0.65m33.11              小计       18.3m3垫层体积=垫层宽×厚×长V中1-1=1.2×0.3×38.32m313.861-133：7灰土垫层V内2-2=1.0×0.3×[(3.6-0.54-0.5)+(8.1-0.54×2)]m32.87              小计         16.67m3V=长×宽×高+h1/6×[a×b十(a+a1)×(b+b1)+a1×b1]   76-7 独立柱基础V=2.1×2.1×0.3+0.4/6×[2.1×2.1+(2.1+0.7)×m32.17(2.1+0.7)+0.7×0.7] V=长×宽×高86-1C10混凝土垫层V=2.3×2.3×0.1m30.53回填土体积=挖土体积-设计室外地坪以下埋设物体积91-7基础回填土V=62.08+12.93+11.35-4.05-18.3-16.67-2.17-0.53-m346.970.6*0.6*0.55+(38.32*0.37*0.15+11.22*0.24*0.15)回填土体积=房间净面积*回填土厚度（室内外高差-室内做法厚度）101-14室内回填土V=[(3.6-0.24)*(5.1-0.24)+(7.2-0.24)*(8.1-0.24)+m35.62(3.6-0.24)*(3-0.24)]*(0.15-0.08)体积=挖土体积-回填土体积111-15余土外运 V=62.08+12.93+11.35-46.97-5.62m333.77柱体积=断面面积×柱高126-17C20现浇矩形柱Z1V=0.6×0.6×(4.5+0.7)m31.87C20现浇圈梁V=宽×高×圈梁长3-3剖(内墙上)V内3-3=0.24×0.25×11.22-0.24*0.24*0.25m30.66136-26V中4-4=0.37×0.4×38.32-0.37*0.37*0.4*4-4-4剖(外墙上)m35.240.37*0.24*0.4*6                       小计5.9m3C20现浇构造柱柱体积=断面面积（包括马牙槎部分)×柱高V角=0.37×0.37×(4.5+0.06)×4+0.37×0.03×2×外墙四角处m32.87(4.1+0.06)×4146-20V边=0.37×0.24×(4.5+0.06)×6+0.37×0.03×2×外墙边轴处m33.16(4.1+0.06)×6+0.24×0.03×(4.1+0.06)×6内墙交接处V内=0.24×0.24×4.5+0.24×0.03×3×(4.25+0.06)m30.35小计    6.38m3C20现浇单梁V=梁宽×梁高×梁长          L1V=0.25×0.5×(8.1-0.6-0.24)m30.91156-24          L2V=0.25×0.4×(7.2-0.6-0.24)       m30.64 小计  1.55m3166-46C20现浇雨蓬V=3.36×1.0×0.07+3.84×1.0×0.07=0.504m30.5176-26雨蓬梁（按过梁计）V=0.24×0.4×3.36+0.24×0.4×3.36=0.65m30.65体积=挑檐中心线长×挑檐宽度×挑檐厚度186-54C20现浇挑檐V=(39.8+4×0.6)×0.6×0.07m31.77 C20过梁 体积=长度×宽度×高度×数量        外墙V=2*0.37*0.15*5m30.56196-26        内墙V=1.5*0.24*0.15*2+2.9*0.24*0.15m30.21         合计：0.767体积=板净长×板净宽×板厚206-28C20现浇板V=4.86*3.36*0.12*3+2.76*3.36*0.12*3m39.226-72钢门见门窗表洞口面积m215.52111-282钢门油漆见门窗表洞口面积m215.5226-41塑钢窗见门窗表洞口面积m221.51体积=(墙长×高度-门窗洞口面积)×墙厚-钢筋混凝土构件体积                 234-2M5混合砂浆外墙V中=[38.32×4.5-1.5*2.1*5(窗)-1.5*3.1*2(门)]×0.365-(2.83+3.12)(构柱)-5.24(圈梁)-0.65(YPL)-0.555m341.4(过梁）V内=[11.22×4.5-(1*3.1*2+2.4*2.4)]×0.24-0.35-244-3M5混合砂浆内墙m38.030.66-0.212254-2M5混合砂浆女儿墙V女儿=(39.8-0.12*8)*0.24*0.54m35.03266-54女儿墙压顶V=(39.8-0.12*8)*0.3*0.06m30.7276-53混凝土台阶V=1.7*1.0*2*0.15           m30.51281-1911:2.5水泥砂浆面层S=1.7*1.0*2m23.4面积=(L外-台阶长)×散水宽+4×散水宽×散水宽291-212混凝土散水S=(39.72-3.4)×1.0+4×1.0×1.0 m240.32S=S净=(3.6-0.24)*(5.1-0.24)+(7.2-0.24)*(8.1-0.24)+301-17地面20厚1:2.5水泥砂浆面m280.31(3.6-0.24)*(3-0.24)=80.31体积=地面面层面积*垫层厚311-9C15混凝土垫层V=80.31*0.06m34.82L=(38.32-4×0.365-0.24×3)+（11.22×2-0.24）+0.6×321-164水泥砂浆踢脚m60.724（独立柱）=60.72屋面面积S=10.82*8.12=87.86m287.86挑檐面积S=(11.3+8.6)*2*0.6+0.6*0.6*4=25.32m225.323312-171:6水泥焦渣找坡层V=87.86×(8.12/2×2%/2+0.03)m36.23412-8080厚聚苯板保温V=87.86*0.08m37.033513-11:2.5水泥砂浆找平层S=87.86+(10.82+8.12)*2*0.54+25.32+39.8*0.54m2155.13613-98SBS(3+3)防水层155.13m2155.112-55水落管L=（4.5+0.15-0.2）*4m17.83712-64铸铁雨水斗4个412-98铸铁弯头4个4S=80.31+(8.1-0.24-0.6)×(0.5-0.12)×2+(7.2-0.24-天棚刮腻子m289.390.6)×(0.4-0.12)×2天棚喷大白浆382-104、2-108挑檐底面抹灰S=(11.3+8.6)*2*0.6+0.6*0.6*4=25.32m225.32雨蓬底面抹灰S=(3.36+3.84)×1=7.2m27.2小计     125.37m2墙裙面积=L外×裙高-M1宽×2×(裙高-室内外高差)m2393-9水刷石外墙裙S=39.8×(1.0+0.15)-1.5×2×(1.15-0.15)42.77外墙=L外×墙高-门窗面积-雨蓬邻墙面积干粘石外墙S=39.8*3.43-1.5*2.1*5-1.5*2.1*2-(3.36+3.84)*0.07m2114403-20女儿墙外装修S=39.8*0.54m221.49压顶装修S=38.32*0.48m218.39小计:153.84m2外墙门窗面积：15.75+9.3=25.05内墙门窗面积:6.2+5.76=11.96413-78、3-101内墙装饰S=[(3.6-0.24+5.1-0.24)*2+(7.2-0.24+8.1-0.24)*2+m2206.5(3.6-0.24+3-0.24)*2]*(4.5-0.12)-25.05-11.96*2425-8、3-101独立柱抹灰S=(0.6+0.6)×2×(4.5-0.12)m221.024316-1垂直运输同建筑面积m297.184415-1综合脚手架同建筑面积 m297.184518-14工程水电费同建筑面积 m297.18外地圈梁模板面积=高*地圈梁长*2-和内圈梁接触面S外=0.24*38.32*2-0.24*0.24*3m218.22467-38地圈梁模板内地圈梁模板面积=高*地圈梁长*2-和内圈梁接触面S内=0.24*11.22*2-0.24*0.24m25.33小计 23.55m2模板面积=垫层边长*4*垫层厚度m2477-1混凝土基础垫层模板S=2.3*4*0.10.92487-5独立基础模板模板面积=独立基础边长*4*独立基础厚度m2 S=2.1*4*0.32.52模板面积=柱边长*4*柱高m2497-11独立柱模板S=0.6*4*(4.5+0.8)12.27模板超高=柱边长*4*柱的超高高度507-18独立柱模板超高S=0.6*4*(4.5+0.8-3.6)m24.08圈梁模板（4-4）外侧=圈梁高*外侧净长度-挑檐所占面积S（4-4）=0.4*（39.8-0.37*4-0.24*6）-（39.8-0.37*4-m212.170.24*6）*0.07圈梁模板（4-4）内侧=圈梁高*内侧净长度-板所占面积517-38圈梁模板S（4-4）=0.4*（38.32-0.185*8-0.37*4-0.24*6）-0.12*9.5（38.32-0.185*8-0.37*4-0.24*6）圈梁模板（3-3）=(高-板厚）*内圈梁长*2-和内圈梁接触面S（3-3）=（0.25-0.12）*11.22*2-0.24*0.25m22.86小计  24.53m2模板面积=外露构造柱边长*外露数量*构造柱数量+马牙槎宽度*马牙槎个数*马牙槎高度*构造柱数量S（370*370）=0.37*2*（4.5+0.06）*4+0.06*4*m217.49（4.1+0.06）*4模板面积=外露构造柱边长*外露数量*构造柱数量+马牙槎宽度*马牙槎个数*马牙槎高度*构造柱数量-梁与构造柱接触面527-17构造柱模板       S（240*370）与梁相交处m29.22=0.24*2*4.56*3+0.06*4*4.16*3-0.24*0.5*2-0.24*0.4模板面积=外露构造柱边长*外露数量*构造柱数量+马牙槎宽度*马牙槎个数*马牙槎高度*构造柱数量S（240*370）与内墙相交处=0.24*4.56*3+0.06*6*4.16*3m27.78小计:    34.49m2模板面积=水平投影面积537-66台阶模板S=1*1.7*2m23.4模板面积=（梁侧面-板厚+底面-板厚）*梁净长m2SL1=（0.38*2+0.24）*(8.1-0.24-0.6)7.26547-28现浇单梁模板 SL2=（0.28*2+0.24）*(7.2-0.24-0.6)5.09小计：12.35m2557-37现浇单梁模板超高      同上12.35m2模板面积=底面积+侧面积567-56现浇雨棚模板S=(3.36+3.84)*1+(3.36+3.84+2)*0.07m27.84模板面积=侧面积+门洞上的模板577-65现浇雨棚梁模板S=(3.36+3.84)*(0.4+0.33)+1.5*0.37*2m26.37模板面积=底面面积+侧面面积587-57现浇挑檐模板S=(39.8*0.6+0.6*0.6*4）+（39.8+0.6*8）*0.07m228.44模板面积=侧面面积+洞口上模板面积S窗=(2*0.15*2+1.5*0.37)*5+（2.9*0.15*2+2.4*0.24）7.22597-65过梁模板S门=(1.5*0.15*2+1*0.24)*21.38小计：8.6m2模板面积=板净面积-柱截面面积m3S（b/c、1/4）=(3.6-0.24)*(3-0.24)*3-0.18*0.18*227.76607-45板模板S（a/b、1/4）=(3.6-0.24)*(5.1-0.24)*3-0.18*0.18*248.92小计：76.68m2 钢筋工程量计算表1、C15现浇钢筋混凝土地圈梁钢筋计算 Ф长度=[(10.56+44×0.012×2)×6+(7.86+44×120.012×2)×6]×2=246.38m重量=246.38×0.888=218.8Kg218.8长度=(3.36+44×0.012×2)×4+(7.86+44×0.012Ф12×2)×4=53.33             重量=53.33×0.888=47.4kg47.4长度={2×[(360-2×25)+(240-2×25)]+2×ф6(75+1.9×6)+(8×6)}/1000=1.2208 根数=(38.32÷0.2)+1=193 重量=1.2208×193×0.222=52.31kg52.31长度={2×[(240-2×25)+(240-2×25)]ф6    +2×(75+1.9×6)+(8×6)}/1000=0.9808根数=(11.22-0.05×2)÷0.2+1=57重量=0.9808*57*0.222=12.41kg12.412C20现浇矩形柱钢筋计算 Ф长度=(0.65+0.15+0.7+12×0.022+4.5)×2212=75.17重量=75.17×2.99=224.76kg224.76ф长度={2×[(600-2×25)+(600-2×25)]+2×(11.910×10)+(8×10)}/1000=2.478根数=2+[(5.2-0.5)/6/0.1+1]+{[(5.2-0.5)/3-0.005]/0.1+1}+0.5/0.1+(5.2-0.005-0.784-1.157)/0.2-1=44重量=2.478×44×0.617=10.79kg67.27ф长度=[2×{[(600-2×30-22)/3×1+22]+(600-2×1030)}+2*(11.9×10)+(8×10)]/1000=1.787根数=44×2=88重量=1.787×88×0.617=10.79kg97.033屋面现浇圈梁钢筋计3-3剖    Ф长度=(3.36+44×0.012×2)×4+(7.86+44×0.012算12×2)×4=53.33重量=53.33×0.888=47.36kg47.36长度={2×[(240-2×25)+(250-2×25)]+2×ф6(75+1.9×6)+(8×6)}÷1000=1根数=(11.22-0.05×2)÷0.2+1=57重量=1×57×0.222=12.65Kg12.654-4剖    Ф长度=[(10.56+44×0.012×2)+(7.86+44×0.01212×2)]×4×2=164.256重量=164.256*0.888=145.86kg145.86长度={2×[(370-2×25)+(400-2×25)]+2×ф6(75+1.9×6)+(8×6)}/1000=1.5608根数={2×[(10.98-0.05×6)/0.2+3]+[2×(7.86-0.05×4)/0.2+2]}=192重量=1.5608*192*0.222=66.53kg66.53 4现浇构造柱外墙四角处Ф长度=[(4.56+0.24-0.025-0.4)+0.15+44×0.01212×2]×4×4=89.296重量=89.296×0.888=78.44kg79.29长度={2×[(370-2×25)+(370-2×25)]+2×ф6(75+1.9×6)+(8×6)}/1000=1.5008根数=[(4.56-0.4-0.05×2)/0.2+1]×4=84重量=1.5008*84*0.222=27.99kg27.99外墙边轴处长度=[(4.56+0.24-0.025-0.4)+0.15+44×0.012Ф12×2]×4×6=132.504重量=132.504*0.888=117.44kg117.44长度={2×[(370-2×25)+(240-2×25)]+2×ф6(75+1.9×6)+(8×6)}/1000=1.2408根数=[(4.56-0.4-0.05×2)/0.2+1]×=126重量=1.2408*126*0.222=34.71外墙边轴处长度=[(4.56+0.24-0.025-0.4)+0.15+44×0.012Ф12×2]×4=22.084重量=22.084*0.888=19.61kg19.61长度={2×[(240-2×25)+(240-2×25)]+2×ф6(75+1.9*6)+(8×6)}/1000=0.9808根数=[(4.56-0.4-0.05×2)/0.2+1]=21重量=0.9808*21*0.222=4.57kg4.575现浇单梁钢筋计算L1长度=(0.37-0.025+15×0.012+7.86+0.37-Ф120.025+15×0.012)×0.888×2=17.82重量=17.82*0.888=15.82kg15.79长度=(4.78/3+0.4+4.78/3)×2=7.173Ф20重量=7.173*2.47=17.72kg17.72长度=(12×0.018+7.86+12×0.018)×4=33.168Ф18重量=33.168*2=66.34kg66.34长度={2×[(240-2×25)+(500-2×25)]+2×(11.9ф8×8)+(8×8)}/1000=1.5344根数={2×[(700/100)+1]+(3280/200)-1+3+2×[(700/100)+1]+(1180/200)-1+3)}=59重量=1.5344*59*0.395=35.76kg35.76长度=(0.24-0.025+15×0.012+6.96+0.24-L2 Ф120.025+15×0.012)            ×2=15.5重量=15.5*0.888=13.764kg13.76Ф20长度=3.28/3+0.4+3.28/3=2.5867重量=2.5867*2.47=6.39kg6.39长度=(12×0.018+6.96+12×0.018)×3=22Ф18重量=22*2=44kg44长度={2×[(250-2×25)+(500-2×25)]+2×(11.9 ф8×6)+(8×6)}/1000=1.4908根数={2×[(700/100)+1]+(1780/200)-1+2}×2=52重量=1.4908*52*0.395=30.21kg30.215墙体拉接筋计算ф6     ∟长度=[(60+200+1000)×2+250]×2/1000=5.54字型根数=(4.5/0.5-1)×4=32重量=5.54*32*0.222=39.35kg39.35―字型长度=(40+1000+240+1000+40)×2/1000=4.64根数=(4.5/0.5-1)×3=24重量=4.64*24*0.222=24.72kg24.72        ⊥长度=(40+1000+240+1000+40)×2/1000=4.64字型根数=(4.5/0.5-1)×3=24重量=4.64*24*0.222=24.72kg24.72长度=[(60+200+1000)×2+250]/1000=2.77根数=(4.5/0.5-1)×3=24重量=2.77*24*0.222=14.76kg14.76+字型长度=[(60+200+1000)×2+250]×4/1000=11.08根数=4.5/0.5-1=8重量=11.08*8*0.222=19.68kg19.686现浇雨蓬长度=(3.36-0.025×2)×4+(3.84-0.025×2)×钢筋计算Ф224=28.4重量=28.4*2.98=84.63kg84.63长度=[(240-25×2+400-25×2)×2+2×1.9×8+2ф8×10×8+8×8]/1000=1.3344根数=[(3.36-0.1)/0.2+1]+[(3.84-0.1)/0.2+1]=38重量=1.3344*38*0.395=20.03kg20.03长度=1+(44×0.01+6.25×0.01)+ф10(0.07+0.015*2)=1.6025根数=[(3.36-0.015*2)/0.2+1]+[(3.84-0.015*2)/0.2+1]=38重量=1.6025*38*0.617=37.57kg37.57ф6长度=3.36-0.015*2+12.5×0.006=3.405根数=(1-0.015*2)/0.2+1=6重量=3.405*6*0.222=4.54kg4.38ф6长度=3.84-0.015*2+12.5×0.006=3.885根数=(1-0.015*2)/0.2+1=6重量=3.885*6*0.222=5.17kg5.177过梁 钢筋计算 Ф长度=2*4*5+1.5*4*2=5212重量=52*0.888=46.18kg46.18ф6 长度={2×[(370-2×25)+(150-2×25)]+2×(75+1.9*6)+(8×6)}/1000=1.0608根数=[(2-0.05×2)/0.2+1]*5=55ф6重量=1.0608*55*0.222=12.95kg12.95长度={2×[(240-2×25)+(150-2×25)]+2×(75+1.9*6)+(8×6)}/1000=0.8008根数=[(2-0.05×2)/0.2+1]*2=22重量=0.8008*22*0.222=3.91kg3.918现浇板钢筋计算  1~2/A~B横向底筋ф8长度=3.36+0.185+0.12+12.5*8/1000=3.765根数=(4.86-0.015*2)/0.15+1=33重量=3.765*33*0.395=49.08kg49.081~2/A~B竖向底筋ф8长度=4.86+0.185+0.12+12.5*8/1000=5.265根数=(3.36-0.015*2)/0.2+1=18重量=5.265*18*0.395=37.43kg37.431~2/B~C横向底筋ф8长度=3.36+0.185+0.12+12.5*8/1000=3.765根数=(2.76-0.015*2)/0.2+1=15重量=3.765*15*0.395=22.31kg22.311~2/B~C竖向底筋ф8长度=2.76+0.185+0.12+12.5*8/1000=3.165根数=(3.36-0.015*2)/0.2+1=18重量=3.165*18*0.395=22.5kg22.52~3(3~4)/A-B横向底筋(同1~2/A~B横向底筋)kg98.16ф82~3(3~4)/A-B竖向底筋(同1~2/A~B竖向底筋)kg74.862~3(3~4)/B-C横向底筋(同1~2/A~B横向底筋)kg44.622~3(3~4)/A-B竖向底筋(同1~2/A~B竖向底筋)kg451轴A~B支座负筋ф8长度=1+44*0.008+6.25*0.008+(0.12-0.015)=1.507根数=(4.86-0.015*2)/0.15+1=33重量=1.507*33*0.395=19.64kg19.641轴A~B支座负筋分布筋ф8长度=4.86-1-1+0.15*2+12.5*0.006=3.235根数=(1-0.05)/0.25+1=5重量=3.235*5*0.222=3.59kg3.591轴B~C支座负筋ф8长度=1+44*0.008+6.25*0.008+(0.12-0.015) =1.507根数=(2.76-0.015*2)/0.15+1=20重量=1.507*20*0.395=11.91kg11.911轴B~C支座负筋分布筋ф6长度=2.76-1-1+0.15*2+12.5*0.006   =1.135根数=(1-0.05)/0.25+1=5重量=1.135*5*0.222=1.26kg1.262轴A~B支座负筋ф8长度=1+0.24+1+(0.12-0.015)*2=2.45根数=(4.86-0.015*2)/0.15+1=33重量=2.45*33*0.395=31.94kg31.94ф62轴A~B支座负筋分布筋长度=4.86-1-1+0.15*2+12.5*0.006=3.235根数=[(1-0.05)/0.25+1]*2=10重量=3.235*10*0.222=7.18kg7.18ф82轴B~C支座负筋长度=1+0.24+1+(0.12-0.015)*2=2.45根数=(2.76-0.015*2)/0.15+1=20重量=2.45*20*0.395=19.36kg19.36ф62轴B~C支座负筋分布筋长度=2.76-1-1+0.15*2+12.5*0.006=1.135根数=[(1-0.05)/0.25+1]*2=10重量=1.135*10*0.222=3.02kg2.52ф84轴A~B支座负筋(同1轴A~B支座负筋)kg19.644轴A~B支座负筋分布筋(同1轴A~B支座负筋分布ф6kg3.59筋)ф84轴B~C支座负筋(同1轴B~C支座负筋)kg11.914轴B~C支座负筋分布筋(同1轴B~C支座负筋分布ф6kg1.26筋)ф83轴A~B支座负筋(同2轴A~B支座负筋)kg31.943轴A~B支座负筋分布筋(同2轴A~B支座负筋分布ф6kg7.18筋)ф83轴B~C支座负筋(同2轴B~C支座负筋)kg19.363轴B~C支座负筋分布筋(同2轴B~C支座负筋分布ф6kg2.52筋)ф8A轴1~2支座负筋长度=1+0.37+0.6-0.015+(0.12-0.015)+(0.07-0.015)=2.12根数=(3.36-0.015*2)/0.15+1=24重量=2.12*24*0.395=20.1kg20.1ф6A轴1~2支座负筋分布筋长度=3.36-1-1+0.15*2+12.5*0.006=1.735根数=(1-0.05)/0.25+1=5重量=1.735*5*0.222=1.93kg1.93ф8B轴1~2支座负筋 长度=1+0.24+1+(0.12-0.015)*2=2.45根数=(3.36-0.015*2)/0.15+1=24重量=2.45*24*0.395=23.23kg23.23ф6B轴1~2支座负筋分布筋长度=3.36-1-1+0.15*2+12.5*0.006=1.735根数=[(1-0.05)/0.25+1]*2=10重量=1.735*10*0.222=3.85kg3.85ф8A轴2~4，C轴1~4支座负筋(同A轴1~2支座负筋)kg100.5A轴2~4，C轴1~4负筋分布筋(同A轴1~2负筋分布ф6kg9.65筋)ф8A轴2~4支座负筋(同2轴A~B支座负筋)kg46.46A轴2~4支座负筋分布筋(同2轴A~B支座负筋分布ф6kg7.7筋)挑檐分布筋ф长度=(11.3+8.6)*2+12.5*6*4/1000=40.16根数=(0.6-0.015-0.05)/0.25+1=4重量=40.1*5*0.222=44.5kg44.5ф8放射筋2.17×5×0.395×4kg17.149女儿墙压顶钢筋计算ф6长度=0.3-0.015*2+12.5*6/1000=0.35根数=(39.8-0.12*8)/0.2=195重量=0.35*195*0.222=15.15kg2钢筋计算ф6长度=39.8-0.12*8+12.5*6/1000=38.92根数=(39.8-0.12*8)/0.2=195重量=38.92*3*0.222=25.92kg25.92 合计：Ф10以内kg1518.9Ф10以内kg1195.3 单位工程人材机汇总表工程名称：单层实习车间(定额模式)第 1 页 共 2 页序号名称及规格单位数量市场价合计一、人工类别1综合工日 工日83.494423.461958.782综合工日 工日110.800128.243128.993综合工日 工日42.265727.451160.194综合工日 工日104.146332.453379.555综合工日 工日19.671931.12612.196综合工日 工日5.957128.43169.367综合工日 工日167.976630.815175.368其他人工费 元633.53951633.549人工费调整 元-1.55131-1.55二、配合比类别11:2水泥砂浆1:2m30.2558251.0264.2123:7灰土3:7m316.836721.92369.063M5水泥砂浆M5m318.7508135.212535.34C20普通砼C20m32.4595183450.095C20豆石砼C20m30.012185.382.22三、材料类别1钢筋Φ10以内kg1570.62642.433816.622钢筋Φ10以外kg1224.8752.53062.193水泥综合kg11953.5620.36643754板方材 m30.0155119818.575红机砖 块37356.480.1776612.16石灰 kg3805.09420.097369.097砂子 kg49173.23410.0361770.248石子综合kg2953.85950.03294.529白灰 kg1043.65780.097101.2310豆石 kg14.5440.0340.4911普通石碴 kg923.040.0327.6912石碴 kg538.68820.1264.6413膨胀螺栓Φ6套18.690.427.8514铁件 kg4.90723.115.2115预埋铁件 kg17.052.9850.8116精加工铁件(门上铁件) kg15.0664.6570.0617镀锌固定件 个22.4564122.4618橡胶板δ=1-3kg3.33258.227.3319油漆溶剂油 kg0.59222.41.4220SBS改性沥青油毡防水卷材3mmm2394.961176714.3421聚氨酯防水涂料 kg90.59599.5860.6622嵌缝膏CSPE支100.214171703.6423乙酸乙酯 kg15.823320316.4724醇酸调合漆 kg83.124512.31022.4325大白粉 kg126.3120.337.89 单位工程人材机汇总表工程名称：单层实习车间(定额模式)第 2 页 共 2 页序号名称及规格单位数量市场价合计26防锈漆 kg6.106712.5476.5827石膏粉 kg7.69810.352.6928熟桐油(光油) kg3.812934.3129催干剂 kg1.591417.628.0130聚醋酸乙烯乳液 kg7.07084.632.5331乳液型建筑胶粘剂 kg28.06951.644.9132羧甲基纤维素 kg0.8533119.3933界面剂 kg2.0531.83.734建筑胶 kg19.6231.733.3635密封胶KS型kg0.622415.619.7236耐水腻子(粉) kg184.69371.9350.9237聚氨脂泡沫塑料 m30.01970013.338聚苯乙烯泡沫塑料板 m37.10032351668.5739焦渣 m38.097235283.440纸筋 kg17.1370.5910.1141铸铁排水弯头 套4.042184.8442塑料水落管Φ100m18.636619.66366.443塑料雨水斗 个4.0423.8896.4844塑钢双玻推拉门 m221.514299227.7945钢大门 m215.5240372046塑料膨胀螺栓M8*110个86.85740.7565.1447C10预拌砼C10m30.538232124.8248C15预拌砼C15m34.86822511221.9249C20预拌砼C20m336.33862659629.7350DS砂浆 m30.01084594.9651粘结砂浆DEA m30.21793740814.95521:3聚胺酯 kg56.4673191072.8853其他材料费 元2333.088612333.0954水费 t82.79743.2264.9555电费 度831.56930.54449.0556钢筋成型加工及运费Φ10以内kg1556.9750.135210.1957钢筋成型加工及运费Φ10以外kg1224.8750.101123.7158脚手架租赁费 元1935.971411935.9759材料费 元1888.931111888.9360模板租赁费 元721.46151721.46四、机械类别1机械费 元1986.28611986.292其他机具费 元1700.469311700.47合计88024.88 单位工程概预算表工程名称：单层实习车间(定额模式)第 1 页共 4 页定 额工程量价值（元）其中（元）序号子目名称编 号单位数量单价合价人工费材料费A.1土石方工程2960.851958.82369.0711-1人工土石方场地平整m2136.050.75102.04102.04人工土石方人工挖土21-3m311.3513.21149.93149.93基坑人工土石方人工挖土31-4m375.0412.67950.76950.76沟槽人工土石方回填土夯41-7m346.976.82320.34286.52填人工土石方灰土垫层51-13m316.6741.68694.81317.23369.073:761-14人工土石方房心回填m35.629.855.0851.03人工土石方余(亏)土71-15m333.7720.37687.89101.31运输A.4砌筑工程12709.733092.729299.8784-1砌砖砖基础m318.3165.133021.88631.532316.2394-2砌砖砖外墙m341.4178.467388.241894.055309.14104-2砌砖砖外墙(女儿墙)m35.03178.46897.65230.12645.05114-3砌砖砖内墙m38.03174.591401.96337.021029.45A.6预拌混凝土工程11204.381018.3410015.6现浇砼构件基础垫层126-1m30.53255.84135.64.83128.84C10现浇砼构件独立基础136-7m32.17293.11636.0534.07593.04C20现浇砼构件柱C30换146-17换m31.87299.43559.9339.36511.01为【C20预拌砼】现浇砼构件构造柱156-20m36.38313.722001.53228.911741.68C20现浇砼构件梁C30换166-24换m31.55294.58456.624.85424.28为【C20预拌砼】现浇砼构件过梁、圈176-26m34.05317.561286.12152.971114.28梁C20(地圈梁)现浇砼构件过梁、圈186-26m35.9317.561873.6222.841623.27梁C20现浇砼构件过梁、圈196-26m30.65317.56206.4124.55178.83梁C20(雨蓬梁)现浇砼构件过梁、圈206-26m30.767317.56243.5728.97211.02梁C20现浇砼构件板C25换216-28换m39.22291.282685.6106.952536.42为【C20预拌砼】现浇砼构件雨罩C25226-46换m30.5312.39156.216.48137.32换为【C20预拌砼】236-53现浇砼构件台阶C20m30.51311.29158.7615.52140.73现浇砼构件其他构件246-54m31.77325.67576.4484.59483.62C20(挑檐)现浇砼构件其他构件256-54m30.7325.67227.9733.45191.26C20(压顶)A.7模板工程6486.572966.053212.58 单位工程概预算表工程名称：单层实习车间(定额模式)第 2 页共 4 页定 额工程量价值（元）其中（元）序号子目名称编 号单位数量单价合价人工费材料费267-1现浇砼模板基础垫层m20.9212.4211.433.966.82277-5现浇砼模板独立基础m22.5223.7459.822233.97现浇砼模板矩形柱普287-11m212.2724.23297.3160.61112.76通模板现浇砼模板柱支撑高297-18m24.081.455.924.160.94度3.6m以上每增1m307-17现浇砼模板构造柱m234.4919.55674.28375.94269.37现浇砼模板矩形梁普317-28m212.3526.94332.71201.8105.22通模板现浇砼模板梁支撑高327-37m212.356.2877.5655.459.14度3.6m以上每增高1m现浇砼模板圈梁直形337-38m223.5521.42504.44279.3202.06(地圈梁)347-38现浇砼模板圈梁直形m224.5321.42525.43290.93210.47现浇砼模板平板普通357-45m276.6827.612117.13920.161112.63模板现浇砼模板阳台、雨367-56m27.8431.41246.2597.29130.85罩现浇砼模板挑檐、天377-57m228.4436.431036.07322.79687.96沟现浇砼模板其他构件387-65m26.3735.02223.0886.25122.11(雨蓬梁)现浇砼模板其他构件397-65m28.635.02301.17116.44164.86(过梁)407-66现浇砼模板台阶m23.421.7673.9828.9743.42A.8钢筋工程7714.82484.427220.24418-1钢筋Φ10以内t1.5192832.294302.25279.454017.13428-2钢筋Φ10以外t1.1952855.713412.57204.973203.11A.12屋面工程4371.11449.233865.46屋面保温聚苯乙烯泡4312-80m37.03384.052699.87133.52531.5沫板4412-17找坡层水泥焦渣m36.2141.68878.42130.39736.75屋面排水水落管Φ4512-55m17.828.5507.3104.66396.05100塑料4612-64屋面排水雨水斗塑料套435.66142.6438.44102.36屋面排水铸铁弯头出4712-98套435.72142.8842.2498.8水口A.13防水工程13325.661017.6612111水泥砂浆找平层厚度4813-1m2155.136.561017.65307.16671.71(mm)20平面屋面防水SBS改性沥青4913-98*2防水卷材厚度(mm)3m2155.1379.3412308.01710.511439.29子目乘以系数2A.15脚手架工程2346.6185.382157.91脚手架单层建筑檐高5015-1100m20.97182414.692346.6185.382157.91(m)6以下A.16大型垂直运1090.36 单位工程概预算表工程名称：单层实习车间(定额模式)第 3 页共 4 页定 额工程量价值（元）其中（元）序号子目名称编 号单位数量单价合价人工费材料费输机械使用费大型垂直运输机械使用5116-1费单层建筑混合结构m297.1811.221090.36建筑面积(m2)300以内A.18工程水电费714.27714.27工程水电费公共建筑5218-14工程其他结构檐高m297.187.35714.27714.27(m)25以下四环以外B.1楼地面3069.62652.672285.32垫层预拌混凝土换531-9换m34.82285.241374.86106.761228.33为【C15预拌砼】找平层1:2.5水泥砂浆541-17m280.318.05646.5199.17414.4厚度20mm硬基层上551-164踢脚水泥m60.722.19132.9894.7232.79561-191台阶水泥m23.421.477338.7331.21571-212散水混凝土m240.3220.89842.28213.29578.59B.2天棚935.05415.71491.29天棚面层装饰耐水腻582-104m289.395.96532.76198.45318.23子现浇板天棚面层装饰耐水腻592-104m232.525.96193.8272.19115.77子现浇板(挑檐,雨罩)天棚面层装饰涂料喷602-108m289.391.71152.86106.3742.01大白浆天棚面层装饰涂料喷612-108m232.521.7155.6138.715.28大白浆(挑檐,雨罩)B.3墙面4928.113037.341688.61外墙装修一般抹灰、623-9装饰抹灰水刷石抹灰m242.7720.14861.39510.67317.78墙面青水泥外墙装修一般抹灰、633-20装饰抹灰干粘石墙面m2153.8415.512386.061492.25803.04青水泥内墙装修抹灰石灰砂643-78m2206.477.371521.68924.99522.37浆混凝土、砌块内墙装修涂料及裱糊653-101m2206.470.77158.98109.4345.42面层大白浆B.5独立柱283.35138.31132.21抹灰水泥砂浆矩形665-8m221.0212.71267.16127.17127.59(独立柱抹灰)内墙装修涂料及裱糊673-101m221.020.7716.1911.144.62面层大白浆B.6门窗14469.86601.7113383.59686-41塑钢门窗推拉门双玻m221.51475.0310217.9470.429406.75厂库房大门钢大门平696-72m215.5274.324251.96131.293976.84开B.11油漆1414.15197.631174.77011-282金属面油漆m237.0138.211414.15197.631174.7 单位工程概预算表工程名称：单层实习车间(定额模式)第 4 页共 4 页定 额工程量价值（元）其中（元）序号子目名称编 号单位数量单价合价人工费材料费 防锈漆一遍,满刮腻子,调合漆二遍单层钢门窗合计88024.4916215.9968121.72 单位工程费用表工程名称：单层实习车间(定额模式)第 1 页共 1 页序号费用名称费率（%）金额1建筑工程80574.16一定额直接费62924.35其中：人工费11172.62二现场管理费4643.821、临时设施费3.742353.372、现场经费3.642290.45三直接费67568.17四企业管理费4.062743.27五利润74921.8六规费24.092691.48七税金3.42649.44八工程造价80574.162装饰工程33284.56一定额直接费25100.14其中：人工费5043.37二现场管理费2078.381、临时设施费16.5832.162、现场经费24.711246.22三直接费27178.52四企业管理费35.11770.22五利润72026.41六规费24.091214.95七税金3.41094.46八工程造价33284.56定额直接费汇总：88024.48工程造价：113,858.72 '