園林小品鋪裝工程量計(jì)算表.xls
下載文檔
上傳人:偷****
編號(hào):613967
2022-10-25
30頁
230.04KB
1、項(xiàng)項(xiàng)目目名名稱稱規(guī)規(guī)格格單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果1花崗巖地面鋪裝中國黑800*800m(3.14*82-62.2)+83.23221.99紅色800*800m345.71+(118.7-83.23)381.18芝麻黑光面800*800m1014.56+780.725-9.0*4-2.25*12-6.6*4+(530.93-380.13-16.45)1840.24灰色花崗巖600*600m511.86+198.21+100.76+67.84+73.59+92.45*2+114.42+137.26-6.14*3-0.84*31367.9灰色花崗巖m447.77-173.05274.2、72芝麻白光面花崗巖m173.05+67.34240.39灰白花崗巖m43.12+63.6+100.53*2+619.75-(10.88+6.75+3.6)*2+58.4+215.941159.412草坪磚鋪設(shè)300*300m292.5*2+393.4+463+357+516.3*2+292.5*234163水泥路面m13.25+31+15+(456.8-328.06-42.11)+36+13+20.24+51.97+85.16+127.17479.424道牙石100*300*495m93*4+118.84+136.81+116+145*21033.655花崗巖臺(tái)階鋪裝20厚花崗巖m23.093、臺(tái)階1+13.35臺(tái)階2+4*1.5臺(tái)階3+4*1.5臺(tái)階4+3.3*1.5臺(tái)階5+1.8*2.5臺(tái)階657.89做做法法編編號(hào)號(hào)備備注注123468910主道與停車場(chǎng)之間的空白處按草坪磚考慮5,710見圖紙14-2顏色未定項(xiàng)項(xiàng)目目名名稱稱做做法法單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果做做法法匯匯總總備備注注1樹池1個(gè)1010150厚-3:7灰土m0.64寬*0.15厚*(1.5-0.24)長*4面*104.8436.83100厚-C15砼墊層m0.44寬*0.1厚*1.26長*4面*102.2242.02MU10磚-240基礎(chǔ)m0.24寬*(0.6-0.15-0.1)高*1.26長*4*14、0個(gè)4.2324.12砂漿標(biāo)號(hào)未定MU10-240磚墻m0.24*(0.4-0.06)*1.26*4*10同上4.1195.25砂漿標(biāo)號(hào)未定60厚-C15壓頂m0.24*0.06*1.26*4*100.734.092A6-鋼筋kg1.5*4*2根*0.26*1031.2189.07A6200-鋼筋kg0.3*(1.5*4)/0.2根數(shù)*0.26*1023.4198.4610厚-青片石貼面 立面m1.5*4*(0.4+0.06)高*1027.6533.7做法中無找平厚度及標(biāo)號(hào)10厚-青片石貼面 平面m1.26*4*0.24寬*1012.157.79做法中無找平厚度及標(biāo)號(hào)2樹池2個(gè)44150厚-35、:7灰土m0.64寬*0.15厚*(3-0.24)長*4面*44.24100厚-C15砼墊層m0.44寬*0.1厚*2.76長*4面*41.94MU10磚-240基礎(chǔ)m0.24寬*(0.6-0.15-0.1)高*2.76長*4*4個(gè)3.71MU10-240磚墻m0.24*(0.4-0.06)*2.76*4*4同上3.660厚-C15壓頂m0.24*0.06*2.76*4*40.642A6-鋼筋kg3*4*2根*0.26*424.96A6200-鋼筋kg0.3*(3.0*4)/0.2根數(shù)*0.26*418.7210厚-青片石貼面 立面m3.0*4*(0.4+0.06)高*422.0810厚-青片6、石貼面 平面m2.76*4*0.24寬*410.63樹池3個(gè)44100寬*300高*495長-砼條石m16.34+15.29+13.39+10.95共四個(gè)55.9755.9730厚-1:3水泥砂漿m55.97長*0.1寬5.625.824樹池4個(gè)11150厚-3:7灰土m0.64寬*0.15厚*(2.85+2.4+1.5-0.24*3)長0.58簡簡化化頁頁面面恢恢復(fù)復(fù)頁頁面面自自動(dòng)動(dòng)分分組組取取消消分分組組100厚-C15砼墊層m0.44寬*0.1厚*6.03長0.27MU10磚-240基礎(chǔ)m0.24寬*(0.6-0.15-0.1)高*6.03長0.51MU10-240磚墻m0.24*(1-7、0.06)*6.03同上1.3660厚-C15壓頂m0.24*0.06*6.030.092A6-鋼筋kg(2.85+2.4+1.5)*2根*0.263.51A6200-鋼筋kg0.3*(6.75)/0.2根數(shù)*0.262.6310厚-青片石貼面 立面m6.75*(1+0.06)高7.1610厚-青片石貼面 平面m6.03*0.24寬1.455樹池5個(gè)11150厚-3:7灰土m0.64寬*0.15厚*(1.16*2+1.26*2)長0.46100厚-C15砼墊層m0.44寬*0.1厚*4.84長0.21MU10磚-240基礎(chǔ)m0.24寬*(0.6-0.15-0.1)高*4.84長0.41MU108、-240磚墻m0.24*(1-0.06)*4.84同上1.0960厚-C15壓頂m0.24*0.06*4.840.072A6-鋼筋kg(1.4*2+1.5*2)*2根*0.263.02A6200-鋼筋kg0.3*(5.8)/0.2根數(shù)*0.262.2610厚-青片石貼面 立面m5.8*(1+0.06)高6.1510厚-青片石貼面 平面m5.8*0.24寬1.396樹池6個(gè)11150厚-3:7灰土m0.64寬*0.15厚*(5.96*2+1.26*2)長1.39100厚-C15砼墊層m0.44寬*0.1厚*14.44長0.64MU10磚-240基礎(chǔ)m0.24寬*(0.6-0.15-0.1)高*19、4.44長1.21MU10-240磚墻m0.24*(1-0.06)*14.44同上3.2660厚-C15壓頂m0.24*0.06*14.440.212A6-鋼筋kg(6.2*2+1.5*2)*2根*0.268.01A6200-鋼筋kg0.3*(15.4)/0.2根數(shù)*0.266.01項(xiàng)項(xiàng)目目名名稱稱做做法法單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果做做法法匯匯總總備備注注10厚-青片石貼面 立面m15.4*(1+0.06)高16.3210厚-青片石貼面 平面m14.44*0.24寬3.477樹池7個(gè)33150寬*300高*495長-砼條石m1.65長*4面*3個(gè)19.849.830厚-1:3水泥10、砂漿m19.8*0.15寬2.978樹池8個(gè)33150寬*300高*495長-砼條石m(3.55*2長+1.45*2寬)*3個(gè)3030厚-1:3水泥砂漿m30*0.15寬4.59 樹池9-1個(gè)11150厚-3:7灰土m0.64寬*0.15厚*(1.26*2+1.26*2)長0.48100厚-C15砼墊層m0.44寬*0.1厚*5.04長0.22MU10磚-240基礎(chǔ)m0.24寬*(0.6-0.15-0.1)高*5.04長0.42MU10-240磚墻m0.24*(0.45-0.06)*5.04同上0.4760厚-C15壓頂m0.24*0.06*5.040.072A6-鋼筋kg(1.5*2+1.511、*2)*2根*0.263.12A6200-鋼筋kg0.3*(6)/0.2根數(shù)*0.262.3410厚-青片石貼面 立面m6.0*(1+0.06)高6.3610厚-青片石貼面 平面m5.04*0.24寬1.2110 樹池9-2個(gè)11150厚-3:7灰土m0.64寬*0.15厚*(1.26*2+1.26*2)長0.48100厚-C15砼墊層m0.44寬*0.1厚*5.04長0.22MU10磚-240基礎(chǔ)m0.24寬*1.26長*(0.35*2+0.8*2)不等高0.7MU10-240磚墻m0.24寬*1.26長*(0.94*2+0.49*2)不等高0.8660厚-C15壓頂m0.24*0.06*512、.040.072A6-鋼筋kg(1.5*2+1.5*2)*2根*0.263.12A6200-鋼筋kg0.3*(6)/0.2根數(shù)*0.262.34項(xiàng)項(xiàng)目目名名稱稱做做法法單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果做做法法匯匯總總備備注注10厚-青片石貼面 立面m1.26*(1+0.06)*2+1.26*(0.55+0.06)*24.2110厚-青片石貼面 平面m5.04*0.24寬1.2111 樹池10個(gè)1414100寬*300高*495長-砼條石(圓型)m2*3.14*1.45直徑*14127.48127.48尺寸未設(shè)計(jì)30厚-1:3水泥砂漿m127.48*0.1寬12.7512 樹池11個(gè)4413、150厚-3:7灰土m0.64寬*0.15厚*(10.73*2+2.562*2)長*410.21100厚-C15砼墊層m0.44寬*0.1厚*26.584長*44.68MU10磚-240基礎(chǔ)m0.12寬實(shí)際為240*(0.6-0.15-0.1)高*26.584長*44.47MU10-240磚墻m0.12寬實(shí)際為240*(0.45-0.06)*26.584同上*44.9860厚-C15壓頂m0.12*0.06*26.584*40.772A6-鋼筋kg(27.06)*2根*0.26*456.28A6200-鋼筋kg0.12*(27.06)/0.2根數(shù)*0.26*416.8910厚-青片石貼面 立面14、m27.06*(0.45+0.06)高*455.210厚-青片石貼面 平面m26.584*0.12寬*412.7613 樹池12個(gè)22150厚-3:7灰土m0.64寬*0.15厚*(1.56*2+1.76*2)長*21.27100厚-C15砼墊層m0.44寬*0.1厚*6.64長*20.58MU10磚-240基礎(chǔ)m0.24寬*(0.6-0.15-0.1)高*6.64長*21.12MU10-240磚墻m0.24*(0.45-0.06)*6.64同上*21.2460厚-C15壓頂m0.24*0.06*6.64*20.192A6-鋼筋kg(7.6)*2根*0.26*27.9A6200-鋼筋kg0.315、*(7.6)/0.2根數(shù)*0.26*25.9310厚-青片石貼面 立面m7.6*(0.45+0.06)高*27.7510厚-青片石貼面 平面m6.64*0.24寬*23.1914 樹池13個(gè)22項(xiàng)項(xiàng)目目名名稱稱做做法法單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果做做法法匯匯總總備備注注150厚-3:7灰土m0.64寬*0.15厚*(2.26*2+2.46*2)長*21.81100厚-C15砼墊層m0.44寬*0.1厚*9.44長*20.83MU10磚-240基礎(chǔ)m0.24寬*(0.6-0.15-0.1)高*9.44長*21.59MU10-240磚墻m0.24*(0.45-0.06)*9.44同上*16、21.7760厚-C15壓頂m0.24*0.06*9.44*20.272A6-鋼筋kg(10.4)*2根*0.26*210.82A6200-鋼筋kg0.3*(10.4)/0.2根數(shù)*0.26*28.1110厚-青片石貼面 立面m10.4*(0.45+0.06)高*210.6110厚-青片石貼面 平面m9.44*0.24寬*24.5315 樹池14個(gè)22150厚-3:7灰土m0.64寬*0.15厚*(2.96*2+3.16*2)長*22.35100厚-C15砼墊層m0.44寬*0.1厚*12.24長*21.08MU10磚-240基礎(chǔ)m0.24寬*(0.6-0.15-0.1)高*12.24長*2217、.06MU10-240磚墻m0.24*(0.45-0.06)*12.24同上*22.2960厚-C15壓頂m0.24*0.06*12.24*20.352A6-鋼筋kg(13.2)*2根*0.26*213.73A6200-鋼筋kg0.3*(13.2)/0.2根數(shù)*0.26*210.310厚-青片石貼面 立面m13.2*(0.45+0.06)高*213.4610厚-青片石貼面 平面m12.24*0.24寬*25.8816坐凳1個(gè)11做法見圖紙15-2150厚-3:7灰土m0.675長*0.64寬*0.15高*3個(gè)腿0.19300厚-C15砼墊層m0.675長*0.44寬*0.3高*3個(gè)腿0.27618、.14坐凳-零星砌體m0.675長*0.24寬*0.56高*30.276.26支墩四周刷-防木漆m(0.675+0.24)*2周長*0.410以上高度*3個(gè)腿2.2551.77坐凳-60*30木條m(2.1-0.15*3)*46.6181.217坐凳2個(gè)11項(xiàng)項(xiàng)目目名名稱稱做做法法單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果做做法法匯匯總總備備注注150厚-3:7灰土m0.675長*0.64寬*0.15高*8個(gè)腿0.52300厚-C15砼墊層m0.675長*0.44寬*0.3高*8個(gè)腿0.71坐凳-零星砌體m0.675長*0.24寬*0.56高*80.73支墩四周刷-防木漆m(0.675+0.2419、)*2周長*0.410以上高度*8個(gè)腿6坐凳-60*30木條m(4.05+2.1-0.15*8)*419.818坐凳3個(gè)22150厚-3:7灰土m0.675長*0.64寬*0.15高*3個(gè)腿*20.39300厚-C15砼墊層m0.675長*0.44寬*0.3高*3個(gè)腿*20.53坐凳-零星砌體m0.675長*0.24寬*0.56高*3*20.54支墩四周刷-防木漆m(0.675+0.24)*2周長*0.410以上高度*3個(gè)腿*24.5坐凳-60*30木條m(2.1-0.15*3)*4*213.219坐凳5個(gè)44木條根數(shù)未設(shè)計(jì)150厚-3:7灰土m0.675長*0.64寬*0.15高*13個(gè)腿*20、43.37300厚-C15砼墊層m0.675長*0.44寬*0.3高*13個(gè)腿*44.63坐凳-零星砌體m0.675長*0.24寬*0.56高*13*44.72支墩四周刷-防木漆m(0.675+0.24)*2周長*0.410以上高度*13個(gè)腿*439.02坐凳-60*30木條m(3.2+4.6+3-0.15*13)*4*4141.620擋土墻1-1個(gè)11150厚-3:7灰土m4長*0.65寬*0.15高0.39100厚-C15砼墊層m4*0.45*0.10.18MU10磚-240基礎(chǔ)m4*(0.6-0.25)*0.240.34MU10-240磚墻m4*(0.5+1.5)/2平均高度-0.06)21、*0.240.960厚-C15壓頂m4*0.24*0.060.062A6-鋼筋kg4*0.26*22.08A6200-鋼筋kg0.24*(4/0.2)*0.261.2510厚-青片石貼面 立面m4*1平均高度*2面8項(xiàng)項(xiàng)目目名名稱稱做做法法單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果做做法法匯匯總總備備注注10厚-青片石貼面 立面m4*0.240.9621擋土墻1-2個(gè)11150厚-3:7灰土m3長*0.65寬*0.15高0.29100厚-C15砼墊層m3*0.45*0.10.14MU10磚-240基礎(chǔ)m3*(0.6-0.25)*0.240.25MU10-240磚墻m3*(0.5+1.5)/2平均22、高度-0.06)*0.240.6860厚-C15壓頂m3*0.24*0.060.042A6-鋼筋kg4*0.26*22.08A6200-鋼筋kg0.24*(3/0.2)*0.260.9410厚-青片石貼面 立面m3*1平均高度*2面610厚-青片石貼面 立面m3*0.240.7222擋土墻2個(gè)11尺寸不祥MU10-240磚墻m314*0.8*0.2460.2910厚-青片石貼面 立面m314*0.8251.210厚-青片石貼面 立面m314*0.2475.3623擋土墻3個(gè)11150厚-3:7灰土m11.2長*0.65寬*0.15高1.09100厚-C15砼墊層m11.2*0.45*0.10.23、5MU10磚-240基礎(chǔ)m11.2*(0.6-0.25)*0.240.94MU10-240磚墻m11.2*(1-0.06)*0.242.5360厚-C15壓頂m11.2*0.24*0.060.162A6-鋼筋kg11.2*0.26*25.82A6200-鋼筋kg0.24*(11.2/0.2)*0.263.4910厚-青片石貼面 立面m11.2*(1+0.06)11.8710厚-青片石貼面 立面m11.2*0.242.6924花架1個(gè)11項(xiàng)項(xiàng)目目名名稱稱做做法法單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果做做法法匯匯總總備備注注400厚-C10砼墊層m3.6*3.6*0.4*210.3710.37C24、20-獨(dú)立基礎(chǔ)有梁式m(2.8*2.8*0.6+(2.82+1.42+3.13)*0.4/3)*212.8612.86C20-矩形柱1400*1400m1.4*1.4*2.4*29.419.41C20-矩形柱600*600m0.6*0.6*2.075*21.491.49C20-矩型梁500*250m0.5*0.25*11*22.752.75花架-木格條80*200m4.4*26114.4114.4用膨脹螺栓固定,面刷清漆8C14-鋼筋kg(12*0.014+0.6+0.4+2.4+2.075+12*0.014)*1.208*8*2112.32112.32A6120-鋼筋kg2.4箍長*0.2625、*11根*213.7313.73A6100-鋼筋kg5.6箍長*0.26*(3.4/0.1)根數(shù)*299.0199.015A10-鋼筋kg2.8*0.617*5*217.2817.28A10130-鋼筋kg2.8*0.617*(2.8/0.13)*274.4274.424A8-鋼筋kg11*0.395*4*234.7634.76A6200-鋼筋kg1.5*0.26*(11/0.1)*285.825景墻1(1-3斷面)個(gè)33見圖紙13-1竹編-景墻80竹子m(5+5.35+6.2)*116.5516.5580竹子縱橫編制,水平3道長度16.55*3米,豎向每間距540設(shè)置一道,長度每根1米,隔126、道綁2根,用5#鍍鋅鐵絲固定26景墻2個(gè)11見圖紙13-2150厚-3:7灰土m0.64*0.15*(8.3+4)1.18100厚-C15砼墊層m0.44*0.1*12.30.54MU10磚-240基礎(chǔ)m0.24*(0.6-0.25)*12.31.03MU10-240磚墻m0.24*0.94*12.32.7760厚-C15壓頂m0.24*0.06*12.30.182A6-鋼筋kg12.3*0.26*26.4A6200-鋼筋kg0.24*(12.3/0.2)*0.263.8410厚-芝麻黑花崗巖貼面 立面m12.3*1*2面24.651.610厚-芝麻黑花崗巖貼面 平面m12.3*0.242.927、56.19項(xiàng)項(xiàng)目目名名稱稱做做法法單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果做做法法匯匯總總備備注注27景墻3個(gè)11見圖紙13-2150厚-3:7灰土m0.64*0.15*(9.5+4)1.3100厚-C15砼墊層m0.44*0.1*13.50.59MU10磚-240基礎(chǔ)m0.24*(0.6-0.25)*13.51.13MU10-240磚墻m0.24*0.94*13.53.0560厚-C15壓頂m0.24*0.06*13.50.192A6-鋼筋kg13.5*0.26*27.02A6200-鋼筋kg0.24*(13.5/0.2)*0.264.2110厚-芝麻黑花崗巖貼面 立面m13.5*1*2面228、710厚-芝麻黑花崗巖貼面 平面m13.5*0.243.2428大池個(gè)11見圖紙11-3400厚-級(jí)配砂石m135.33CAD面積*0.4*1.3折加系數(shù)70.37108.75100厚-C15砼墊層m135.33CAD面積*0.1*1.3折加系數(shù)17.59150厚-C20鋼筋砼池壁m135.33*0.15*1.326.3942.51藍(lán)色-馬賽克面層m135.33*1.3175.93175.9320厚1:2水砂找平、10厚1:1水砂結(jié)合層鍍鋅-鐵箅子m1*113A8200-鋼筋kg17*0.395*(9/0.2)*2層*1.3系數(shù)785.662533.98A8200-鋼筋kg9*0.395*(129、7/0.2)*2層*1.3系數(shù)785.6629小池個(gè)11見圖紙11-3400厚-級(jí)配砂石m76.75CAD面積*0.4*1.25折加系數(shù)38.38100厚-C15砼墊層m76.75CAD面積*0.1*1.25折加系數(shù)9.59150厚-C20鋼筋砼池壁m76.75*0.15*1.416.12天藍(lán)色磨光-花崗巖面層150*150*20m76.75*1.4107.45107.4520厚1:2水砂找平、10厚1:1水砂結(jié)合層鍍鋅-鐵箅子m1*1*22A8200-鋼筋kg12.8*0.395*(6.8/0.2)*2層*1.4系數(shù)481.33A8200-鋼筋kg6.8*0.395*(12.8/0.2)*230、層*1.4系數(shù)481.33項(xiàng)項(xiàng)目目名名稱稱做做法法單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果做做法法匯匯總總備備注注30停車廠個(gè)22300厚3:7灰土停車廠入口m0.64*0.3*19.88*2道*2個(gè)15.2715.27150厚-C15砼墊層停車廠入口m0.48*0.15*19.88*2道*2個(gè)5.735.73MU10磚-240基礎(chǔ)停車廠入口m1.5*0.24*19.88*2道*2個(gè)28.6328.63MU10磚-240磚墻停車廠入口m0.8*0.24*19.88*2道*2個(gè)15.2715.27350*600*300-C15砼預(yù)埋塊停車廠入口m0.35*0.6*0.3*12*2個(gè)1.511.531、1-100*100*5-預(yù)埋鐵件停車廠入口kg0.1*0.1*0.005*7850*12*2個(gè)9.429.42150*5鋼管-立柱停車廠入口kg3平均高度*12*22.77理論重量*2個(gè)1639.441639.44150*5鋼管-橫梁停車廠入口kg19.88*11*22.77理論重量*2個(gè)9958.6913237.57150*5鋼管-橫梁停車廠入口kg7.2*10*22.77理論重量*2個(gè)3278.88-80*4-扁鋼停車廠入口kg19.88*2*2.5127理論重量*7*2個(gè)1398.671832.74-80*4-扁鋼停車廠入口kg7.2*2*2.512理論重量*6*2個(gè)434.0715厚木32、板包柱停車廠入口m0.15*4*2.7*12*2個(gè)38.8838.88具體做法見圖紙810.76厚夾層鋼化玻璃停車廠入口m7.2*21*2個(gè)302.4302.4挖溝槽2米內(nèi)停車廠入口m19.88*0.64*1.9*2道*2個(gè)96.796.7回填土方停車廠入口m96.7-15.27-5.73-28.6347.0747.0790*40硬木條封口停車廠入口m0.09*0.04*12*20.090.09具體做法見圖紙831土方地坑m350樹坑,花架基礎(chǔ),水景坑等350350溝槽m250擋墻基礎(chǔ),坐凳基礎(chǔ)等零星250250挖土方m5485.83*0.43+3416*0.514101.074101.07項(xiàng)33、項(xiàng)目目名名稱稱做做法法單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果做做法法匯匯總總備備注注項(xiàng)項(xiàng)目目名名稱稱做做法法單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果做做法法匯匯總總備備注注項(xiàng)項(xiàng)目目名名稱稱做做法法單單位位工工程程量量計(jì)計(jì)算算式式結(jié)結(jié)果果做做法法匯匯總總備備注注數(shù)據(jù)透視表做法工程量計(jì)算式結(jié)果100厚-C15砼墊層13.710.44寬*0.1厚*1.26長*4面*102.220.44寬*0.1厚*12.24長*21.080.44寬*0.1厚*14.44長0.640.44寬*0.1厚*2.76長*4面*41.940.44寬*0.1厚*26.584長*44.680.44寬*0.1厚*4.84長0.234、10.44寬*0.1厚*5.04長0.440.44寬*0.1厚*6.03長0.270.44寬*0.1厚*6.64長*20.580.44寬*0.1厚*9.44長*20.834*0.45*0.10.183*0.45*0.10.1411.2*0.45*0.10.5100寬*300高*495長-砼條石55.9716.34+15.29+13.39+10.95共四個(gè)55.97100寬*300高*495長-砼條石(圓型)127.482*3.14*1.45直徑*14127.4810厚-青片石貼面 立面533.71.26*(1+0.06)*2+1.26*(0.55+0.06)*24.211.5*4*(0.4+035、.06)高*1027.610.4*(0.45+0.06)高*210.6113.2*(0.45+0.06)高*213.4615.4*(1+0.06)高16.3227.06*(0.45+0.06)高*455.23.0*4*(0.4+0.06)高*422.085.8*(1+0.06)高6.156.0*(1+0.06)高6.366.75*(1+0.06)高7.167.6*(0.45+0.06)高*27.754*1平均高度*2面84*0.240.963*1平均高度*2面63*0.240.7211.2*(1+0.06)11.8711.2*0.242.69314*0.8251.2314*0.2475.36136、0厚-青片石貼面 平面57.791.26*4*0.24寬*1012.112.24*0.24寬*25.8814.44*0.24寬3.472.76*4*0.24寬*410.626.584*0.12寬*412.765.04*0.24寬2.425.8*0.24寬1.396.03*0.24寬1.456.64*0.24寬*23.199.44*0.24寬*24.53150厚-3:7灰土34.350.64寬*0.15厚*(1.16*2+1.26*2)長0.460.64寬*0.15厚*(1.26*2+1.26*2)長0.960.64寬*0.15厚*(1.5-0.24)長*4面*104.840.64寬*0.15厚37、*(1.56*2+1.76*2)長*21.270.64寬*0.15厚*(10.73*2+2.562*2)長*410.210.64寬*0.15厚*(2.26*2+2.46*2)長*21.810.64寬*0.15厚*(2.85+2.4+1.5-0.24*3)長0.580.64寬*0.15厚*(2.96*2+3.16*2)長*22.350.64寬*0.15厚*(3-0.24)長*4面*44.240.64寬*0.15厚*(5.96*2+1.26*2)長1.390.675長*0.64寬*0.15高*3個(gè)腿0.190.675長*0.64寬*0.15高*8個(gè)腿0.520.675長*0.64寬*0.15高*338、個(gè)腿*20.394長*0.65寬*0.15高0.393長*0.65寬*0.15高0.2911.2長*0.65寬*0.15高1.090.675長*0.64寬*0.15高*13個(gè)腿*43.37150寬*300高*495長-砼條石49.8(3.55*2長+1.45*2寬)*3個(gè)301.65長*4面*3個(gè)19.82A6-鋼筋175.65(1.4*2+1.5*2)*2根*0.263.02(1.5*2+1.5*2)*2根*0.266.24(10.4)*2根*0.26*210.82(13.2)*2根*0.26*213.73(2.85+2.4+1.5)*2根*0.263.51(27.06)*2根*0.26*439、56.28(6.2*2+1.5*2)*2根*0.268.01(7.6)*2根*0.26*27.91.5*4*2根*0.26*1031.23*4*2根*0.26*424.964*0.26*24.1611.2*0.26*25.8230厚1:3水泥砂漿25.82127.48*0.1寬12.7519.8*0.15寬2.9730*0.15寬4.555.97長*0.1寬5.660厚-C15壓頂3.720.12*0.06*26.584*40.770.24*0.06*1.26*4*100.730.24*0.06*12.24*20.350.24*0.06*14.440.210.24*0.06*2.76*4*4040、.640.24*0.06*4.840.070.24*0.06*5.040.140.24*0.06*6.030.090.24*0.06*6.64*20.190.24*0.06*9.44*20.274*0.24*0.060.063*0.24*0.060.0411.2*0.24*0.060.16A6200-鋼筋104.610.12*(27.06)/0.2根數(shù)*0.26*416.890.3*(1.5*4)/0.2根數(shù)*0.26*1023.40.3*(10.4)/0.2根數(shù)*0.26*28.110.3*(13.2)/0.2根數(shù)*0.26*210.30.3*(15.4)/0.2根數(shù)*0.266.010.341、*(3.0*4)/0.2根數(shù)*0.26*418.720.3*(5.8)/0.2根數(shù)*0.262.260.3*(6)/0.2根數(shù)*0.264.680.3*(6.75)/0.2根數(shù)*0.262.630.3*(7.6)/0.2根數(shù)*0.26*25.930.24*(4/0.2)*0.261.250.24*(3/0.2)*0.260.940.24*(11.2/0.2)*0.263.49MU10-120磚墻4.980.12*(0.45-0.06)*26.584同上*44.98MU10-240磚墻84.450.24*(0.4-0.06)*1.26*4*10同上4.110.24*(0.4-0.06)*2.7642、*4*4同上3.60.24*(0.45-0.06)*12.24同上*22.290.24*(0.45-0.06)*5.04同上0.470.24*(0.45-0.06)*6.64同上*21.240.24*(0.45-0.06)*9.44同上*21.770.24*(1-0.06)*14.44同上3.260.24*(1-0.06)*4.84同上1.090.24*(1-0.06)*6.03同上1.360.24寬*1.26長*(0.94*2+0.49*2)不等高0.864*(0.5+1.5)/2平均高度-0.06)*0.240.93*(0.5+1.5)/2平均高度-0.06)*0.240.6811.2*(43、1-0.06)*0.242.53314*0.8*0.2460.29MU10磚-120基礎(chǔ)4.470.12寬*(0.6-0.15-0.1)高*26.584長*44.47MU10磚-240基礎(chǔ)17.490.24寬*(0.6-0.15-0.1)高*1.26長*4*10個(gè)4.230.24寬*(0.6-0.15-0.1)高*12.24長*22.060.24寬*(0.6-0.15-0.1)高*14.44長1.210.24寬*(0.6-0.15-0.1)高*2.76長*4*4個(gè)3.710.24寬*(0.6-0.15-0.1)高*4.84長0.410.24寬*(0.6-0.15-0.1)高*5.04長0.4244、0.24寬*(0.6-0.15-0.1)高*6.03長0.510.24寬*(0.6-0.15-0.1)高*6.64長*21.120.24寬*(0.6-0.15-0.1)高*9.44長*21.590.24寬*1.26長*(0.35*2+0.8*2)不等高0.74*(0.6-0.25)*0.240.343*(0.6-0.25)*0.240.2511.2*(0.6-0.25)*0.240.94(空白)66112283641610101414300厚-C15砼墊層6.140.675長*0.44寬*0.3高*3個(gè)腿0.270.675長*0.44寬*0.3高*8個(gè)腿0.710.675長*0.44寬*0.345、高*3個(gè)腿*20.530.675長*0.44寬*0.3高*13個(gè)腿*44.63零星砌體6.260.675長*0.24寬*0.56高*30.270.675長*0.24寬*0.56高*80.730.675長*0.24寬*0.56高*3*20.540.675長*0.24寬*0.56高*13*44.72支墩四周刷防木漆51.77(0.675+0.24)*2周長*0.410以上高度*3個(gè)腿2.25(0.675+0.24)*2周長*0.410以上高度*8個(gè)腿6(0.675+0.24)*2周長*0.410以上高度*3個(gè)腿*24.5(0.675+0.24)*2周長*0.410以上高度*13個(gè)腿*439.02446、00厚-C10砼墊層10.373.6*3.6*0.4*210.37C20獨(dú)立基礎(chǔ)有梁式12.86(2.8*2.8*0.6+(2.82+1.42+3.13)*0.4/3)*212.86C20矩形柱1400*14009.411.4*1.4*2.4*29.41C20矩形柱600*6001.490.6*0.6*2.075*21.49C20矩型梁500*2502.750.5*0.25*11*22.75鋼筋-8C14112.32(12*0.014+0.6+0.4+2.4+2.075+12*0.014)*1.208*8*2112.32鋼筋-A612013.732.4箍長*0.26*11根*213.73花架木格條80*200114.44.4*26114.4坐凳60*30木條181.2(2.1-0.15*3)*46.6(4.05+2.1-0.15*8)*419.8(2.1-0.15*3)*4*213.2(3.2+4.6+3-0.15*13)*4*4141.6
合同表格
上傳時(shí)間:2024-08-14
27份
運(yùn)營管理
上傳時(shí)間:2023-11-23
27份
建筑施工
上傳時(shí)間:2024-10-29
20份
運(yùn)營管理
上傳時(shí)間:2022-07-26
8份
運(yùn)營管理
上傳時(shí)間:2023-11-23
28份
運(yùn)營管理
上傳時(shí)間:2023-11-23
68份