土建计算表.pdf

建 筑 工 程 预 算 书工程名称 某小区1#楼编制单位 页号:2-1/7序号定额号工 程 及 费 用 名 称单位数 量预(决)算价值总 价 分 析单 价总 价人工费(元)材料费(元)机械费(元)单 价总 价单 价总 价单 价总 价基础113035.2946020.7657530.909483.6311-2*a1.5 人工挖土方普硬土,深度(m以内),4100m34.5641391.796352.13 1391.796352.1321-32换地基钎探^中(粗)砂100m211.581159.171843.35121.341405.2437.83438.1131-53机械填土碾压,密实度,93%以外1000m34476.43355.5077.004043.9341-54机械填料碾压,灰土3:71000m32.31632210.9374600.52 9503.7022010.5719048.6044116.563658.638473.3958-3外围回填灰土,2:810m384.620339.1328697.18184.3915603.08143.2212119.2811.52974.8261-27回填土,夯填100m3459.63385.8473.7979-123防水砂浆,平面100m20.557620.07345.37219.23122.11384.82214.3416.028.9289-124防水砂浆,立面100m21.654723.541196.74319.00527.63388.52642.6116.0226.50脚手架72027.0219921.8649116.462988.7093-8综合脚手架,多层建筑,砖混结构,檐高20m以下100m253.2581307.8969655.61355.7418946.00897.2347784.6854.922924.93103-34*j0.5 满堂脚手架,钢管架,基本层~基本层1层100m28.525278.172371.41114.47975.86156.221331.787.4863.77砌体202075.5557450.67141552.363072.52114-5换外墙,1砖及以上^m10-s10m38.6011284.1711045.15362.143114.77902.717764.2119.32166.17124-3换内墙,1砖及以上^m10-s10m313.5891253.1517029.06346.024702.07888.2812070.8418.85256.15134-2换内墙,1/2砖^m10-s10m30.9731299.741264.65413.80402.63870.39846.8915.5515.13144-5换外墙,1砖及以上^m10-h10m316.9001241.7120984.91362.146120.17860.2514538.2319.32326.51154-3换内墙,1砖及以上^m10-h10m324.6101212.4129837.41346.028515.55847.5420857.9618.85463.90164-8换粘土空心砖墙,1/2砖^m10-h10m30.2741568.18429.68316.8786.82 1240.47339.8910.842.97本页小计265653.1788884.63 本页小计265653.1788884.63163065.38163065.3813703.1613703.16建 筑 工 程 预 算 书工程名称 某小区1#楼编制单位 页号:3-2/7序号定额号工 程 及 费 用 名 称单位数 量预(决)算价值总 价 分 析单 价总 价人工费(元)材料费(元)机械费(元)单 价总 价单 价总 价单 价总 价174-5换外墙,1砖及以上^m7.5-h10m334.6071202.3441609.38362.1412532.58820.8828408.1919.32668.61184-3换内墙,1砖及以上^m7.5-h10m350.3251174.6359113.26346.0217413.46809.7640751.1718.85948.63194-8换粘土空心砖墙,1/2砖^m7.5-h10m30.5591545.86864.14316.87177.13 1218.15680.9510.846.06204-8换内墙,粘土空心砖墙,1/2砖^m7.5-h10m32.5321545.863914.12316.87802.31 1218.153084.3610.8427.45214-5外墙,1砖及以上^M5-H10m32.6581157.883077.64362.14962.57776.422063.7219.3251.35224-36换砖烟道,普通标准砖^m7.5-h10m30.7211813.641307.63556.24401.05 1217.02877.4740.3829.11234-49零星砌体^M5-H10m30.0501316.9065.85549.3727.47767.5338.38244-47砌体加固钢筋(t)t4.1442782.9811532.67528.982192.09 2227.349230.1026.66110.48砼296215.7958176.10218979.3519059.99258-12无筋,混凝土垫层^c10-4010m38.6701547.6013417.69329.902860.23 1176.3610199.0441.34358.42265-219换 现浇砼满堂基础,无梁式^c20-4010m341.8751766.3273964.65246.7210331.40 1395.7858448.29123.825184.96275-228现浇砼构造柱^c20-4010m316.8322117.9235648.83597.4810056.78 1394.3423469.53126.102122.52285-230现浇砼单梁连续梁^c20-4010m33.3791867.146309.07339.861148.39 1401.184734.59126.10426.09295-232换 现浇砼圈梁^c20-4010m311.2702070.9523339.61532.075996.43 1412.7815922.03126.101421.15305-233换 现浇砼过梁^c20-4010m36.0262178.8513129.75615.733710.39 1437.028659.48126.10759.88315-243换 现浇砼平板^c20-3010m358.1981909.04 111102.31319.4818593.10 1460.7785013.89128.797495.32325-245换 现浇砼楼梯,直形^c20-3010m218.206538.829809.76143.862619.12352.666420.5342.28769.75335-248换 现浇砼雨篷^c20-3010m20.588202.86119.2751.4330.24135.8979.9015.559.14345-250换 现浇砼栏板^c20-1510m31.8492286.484227.70733.991357.15 1459.382698.3993.11172.16本页小计412553.3391211.89 本页小计412553.3391211.89300780.01300780.0120561.0820561.08建 筑 工 程 预 算 书工程名称 某小区1#楼编制单位 页号:4-3/7序号定额号工 程 及 费 用 名 称单位数 量预(决)算价值总 价 分 析单 价总 价人工费(元)材料费(元)机械费(元)单 价总 价单 价总 价单 价总 价355-251换 现浇砼扶手^c20-1510m30.2422960.36716.40 1288.10311.72 1579.15382.1593.1122.53365-255换 现浇砼挑檐天沟^c20-3010m31.4432228.073215.10588.23848.82 1470.712122.23169.13244.05375-232换 现浇砼压顶圈梁^c20-4010m30.5872070.951215.65532.07312.33 1412.78829.30126.1074.02模板179387.9779055.1185974.2514358.61385-11砼基础垫层,模板100m20.1461784.05260.47647.0194.46 1093.75159.6943.296.32395-9满堂基础,无梁式,钢模板100m20.6551788.011171.15794.42520.35918.46601.5975.1349.21405-22构造柱,钢模板~支撑高度3.6m100m210.7102562.9727449.41 1210.8312967.99 1035.9911095.45316.153385.97415-28单梁连续梁,钢模板~支撑高度3.6m100m24.7902207.3310573.12 1098.265260.67856.444102.35252.631210.10425-33圈梁,直形,钢模板~支撑高度3.6m100m28.5501718.4414692.66872.877463.04770.916591.2874.66638.34435-29过梁,钢模板~支撑高度3.6m100m26.6602812.5518731.58 1264.408420.90 1457.539707.1590.62603.53445-45平板,钢模板~支撑高度3.6m100m241.7401790.4274732.13840.4035078.30780.4232574.73169.607079.10455-50楼梯,直形,木模板10m218.206744.3713551.99258.804711.71442.408054.3343.17785.95465-52悬挑板(阳台,雨篷),直形,木模板10m20.588665.53391.33169.6999.78466.24274.1529.6017.40475-55栏板,木模板100m24.6222739.7112662.94562.162598.30 2093.379675.5684.18389.08485-61扶手,木模板,木支撑100m0.4751638.09778.10478.27227.18 1102.86523.8656.9627.06495-58挑檐天沟,木模板100m21.3023115.424056.28 1107.031441.35 1891.712463.01116.68151.92505-33压顶圈梁,直形,钢模板~支撑高度3.6m100m20.1961718.44336.81872.87171.08770.91151.1074.6614.63钢筋404824.7159539.77332679.3112605.63515-180现浇构件圆钢筋(mm)直径, 10以内t71.2292853.10 203223.46530.1737763.48 2271.96 161829.4450.973630.54本页小计387758.58118291.46 本页小计387758.58118291.46251137.37251137.3718329.7518329.75建 筑 工 程 预 算 书工程名称 某小区1#楼编制单位 页号:5-4/7序号定额号工 程 及 费 用 名 称单位数 量预(决)算价值总 价 分 析单 价总 价人工费(元)材料费(元)机械费(元)单 价总 价单 价总 价单 价总 。