小区室外景观工程量计算书

工程量计算表,,,,,,,,

工程名称：小区室外景观工程,,,,,,,2016年3月24日,

编号,分项工程名称,单位,计算式,数值,工程量,位置,说明1,说明2

,砼道路,m2,,,8300.61,,详图1,

1,总面积,m2,16894.44-251.62-37.2,16605.62,,,所减部分为2#东北向东两路未干,

,各门口路面,m2,6.11*4+4.51*4+3.61*8+8.58*8+4.79*8+1.6*8+24.3,215.42,,,,

,扣各绿化及停车位面积,m2,-437.03-1101.97-901.61-1090.25-691.41-453.55-1087.13-890.22-1063.52-803.74,-8520.43,,,,

1-1,挖运土方,m3,5810.427,5810.43,5810.43,,,

1-2,500厚碎石垫层,m2,8300.61,8300.61,8300.61,,,

1-3,200厚C30砼路面,m2,8300.61,8300.61,8300.61,,,

1-4,割缝,m,1494.1098,1494.11,1494.11,,,

2,车行花岗岩铺装,m2,32.4*4+333.763+13.98+90.86+341.64+90.8,1000.64,,,详图2,

2-1,挖运土方,m3,420.27006,420.27,420.27,,,

2-2,150厚碎石垫层,m2,1000.64,1000.64,1000.64,,,

2-3,200厚C25砼垫层,m2,1000.64,1000.64,1000.64,,,

2-4,30厚1：3水泥砂浆结合层,m2,1000.64,1000.64,1000.64,,,

2-5,40厚花岗岩板,m2,1000.64,1000.64,1000.64,,,

3,人行花岗岩铺装,m2,23.44+22.6+63.25+63.3+63.25+63.25,299.09,,1#+2#+~+6#,详图3,

3-1,挖运土方,m3,71.7816,71.78,71.78,,,

3-2,80厚碎石垫层,m2,299.09,299.09,299.09,,,

3-3,100厚C15砼垫层,m2,299.09,299.09,299.09,,,

3-4,30厚1：3水泥砂浆结合层,m2,299.09,299.09,299.09,,,

3-5,30厚花岗岩板,m2,299.09,299.09,299.09,,,

4,花岗岩台阶,m2,0.7*(60.58*2+4.0*2*2),96.01,,1#2#前后,详图4,

4-1,挖运土方,m3,14.4018,14.40,14.40,,,

4-2,150厚碎石垫层,m2,96.01,96.01,96.01,,,

4-3,100厚C15砼垫层,m2,96.01,96.01,96.01,,,

4-4,C15砼台阶,m3,14.40,14.40,14.40,,,

4-5,30厚1：3水泥砂浆结合层,m2,96.01,96.01,96.01,,,

4-6,30厚花岗岩板,m2,96.01,96.01,96.01,,,

5,120*250*1000五莲灰火烧面直路沿石,m,2652-271.3,2380.70,2380.70,,详图5,

5-1,挖运土方,m3,222.59545,222.60,222.60,,,

5-2,400厚碎石垫层,m3,161.89,161.89,161.89,,,

5-3,100厚C20砼垫层,m3,135.70,135.70,135.70,,0.04是背靠砼面积,

5-4,50厚1：3水泥砂浆结合层,m2,285.68,285.68,285.68,,,

6,120*250*1000五莲灰火烧面弯路沿石,m,271.3,271.30,271.30,,,

6-1,挖运土方,m3,25.36655,25.37,25.37,,,

6-2,400厚碎石垫层,m3,18.45,18.45,18.45,,,

6-3,100厚C20砼垫层,m3,15.46,15.46,15.46,,0.04是背靠砼面积,

6-4,50厚1：3水泥砂浆结合层,m2,32.56,32.56,32.56,,,

7,200*100*60黄色耐火砖,m2,(51.6*2+5.5*22+7.5*2+5.5*4+60.1*2+5.5*25+(5+7.6+27.6+10.1)*2+5.5*24+(10.1+30.2+5.1*5)*2+5.5*24+(50*2+5.3*21)*2+(52.5*2+5.3*22)*2+(51.6*2+5.3*22)+(51.2*2+5.3*22)+(52.5*2+5.3*22)*2+(51.7*2+5.3*22)*1+(22.5+20)*2+5.3*19+1.5*12+5.4*24)*0.2,663.24,,停车位,,

7-1,挖运土方,m3,364.782,364.78,364.78,,,

7-2,350厚碎石垫层,m2,663.24,663.24,663.24,,,

7-3,150厚C30砼垫层,m2,663.24,663.24,663.24,,,

7-4,50厚1：3水泥砂浆结合层,m2,663.24,663.24,663.24,,,

8,200*100*60红色烧结砖,m3,274.8+281.1+230.5+231.1+224.5+224.4+235.7*2+231.3+229.1+235.8+235.6+232.5+190.2+92.1+337.1+10.8*38,4131.90,,停车位,10.8*38为签证,

8-1,挖运土方,m3,2272.545,2272.55,2272.55,,,

8-2,350厚碎石垫层,m2,4131.90,4131.90,4131.90,,,

8-3,150厚C30砼垫层,m2,4131.90,4131.90,4131.90,,,

8-4,50厚1：3水泥砂浆结合层,m2,4131.90,4131.90,4131.90,,,

9,挡墙7,m,6.09+9.7+6.09,21.88,,3#楼东侧,墙高350,深度见签证1-1

,人工挖土方,m3,10.309856,10.31,,,,

,150厚碎石垫层,m3,2.49432,2.49,,,,

,100厚C15砼垫层,m3,1.22528,1.23,,,,

,垫层模板,m2,4.376,4.38,,,,

,M5水泥砂浆砖基础,m3,2.271144,2.27,,,,

,M5水泥砂浆240砖墙,m3,0.24*0.35*21.88,1.84,,,,

,20厚1:2.5水泥砂浆抹灰,m2,(0.35*2+0.24)*21.88,20.57,,,,

,土方回填,m3,4.32,4.32,,,,

10,挡墙8,m,1.08+0.83+12.4+0.48,14.79,,4#楼西侧,墙高400,深度见签证1-1

,人工挖土方,m3,6.969048,6.97,,,,

,150厚碎石垫层,m3,1.68606,1.69,,,,

,100厚C15砼垫层,m3,0.82824,0.83,,,,

,垫层模板,m2,2.958,2.96,,,,

,M5水泥砂浆砖基础,m3,1.535202,1.54,,,,

,M5水泥砂浆240砖墙,m3,0.24*0.4*14.79,1.42,,,,

,20厚1:2.5水泥砂浆抹灰,m2,(0.4*2+0.24)*14.79,15.38,,,,

,土方回填,m3,2.92,2.92,,,,

11,挡墙9,m,1.15+0.99+12.4+0.48,15.02,,6#楼西侧,墙高550,深度见签证1-1

,人工挖土方,m3,7.077424,7.08,,,,

,150厚碎石垫层,m3,1.71228,1.71,,,,

,100厚C15砼垫层,m3,0.84112,0.84,,,,

,垫层模板,m2,3.004,3.00,,,,

,M5水泥砂浆砖基础,m3,1.559076,1.56,,,,

,M5水泥砂浆240砖墙,m3,0.24*0.55*15.02,1.98,,,,

,20厚1:2.5水泥砂浆抹灰,m2,(0.55*2+0.24)*15.02,20.13,,,,

,土方回填,m3,2.96,2.96,,,,

12,有压顶挡墙,m,68.26,68.26,,5#楼南侧,0.775,高度见签证1-2

,人工挖土方,m3,32.164112,32.16,,,0.813333333,

,150厚碎石垫层,m3,7.78164,7.78,,,,

,100厚C15砼垫层,m3,3.82256,3.82,,,,

,垫层模板,m2,13.652,13.65,,,,

,M5水泥砂浆砖基础,m3,7.085388,7.09,,,,

,M5水泥砂浆240砖墙,m3,0.24*(0.77-0.38)*68.26,6.39,,,,

,20厚1:2.5水泥砂浆抹灰,m2,(0.77*2+0.24)*68.26,121.50,,,,

,土方回填,m3,13.47,13.47,,,,

,C30砼压顶梁,m3,6.225312,6.23,,,,

,圈梁模板,m2,51.8776,51.88,,,,

13,有压顶挡墙,m,67.2,67.20,,6#楼南侧,0.8,高度见签证1-2

,人工挖土方,m3,31.66464,31.66,,,,

,150厚碎石垫层,m3,7.6608,7.66,,,,

,100厚C15砼垫层,m3,3.7632,3.76,,,,

,垫层模板,m2,13.44,13.44,,,,

,M5水泥砂浆砖基础,m3,6.97536,6.98,,,,

,M5水泥砂浆240砖墙,m3,0.24*(0.8-0.38)*67.2,6.77,,,,

,20厚1:2.5水泥砂浆抹灰,m2,(0.8*2+0.24)*67.2,123.65,,,,

,土方回填,m3,13.27,13.27,,,,

,C30砼压顶梁,m3,6.12864,6.13,,,,

,圈梁模板,m2,51.072,51.07,,,,

14,挡墙,m,29.5,29.50,,4#~6#楼东侧,墙高900,深度见签证1-3

,人工挖土方,m3,13.9004,13.90,,,,

,150厚碎石垫层,m3,3.363,3.36,,,,

,100厚C15砼垫层,m3,1.652,1.65,,,,

,垫层模板,m2,5.9,5.90,,,,

,M5水泥砂浆砖基础,m3,3.0621,3.06,,,,

,M5水泥砂浆240砖墙,m3,6.372,6.37,,,,

,20厚1:2.5水泥砂浆抹灰,m2,60.18,60.18,,,,

,土方回填,m3,5.82,5.82,,,,

15,挡墙,m,24.5,24.50,,4#~2#楼东侧,墙高950,深度见签证1-3

,人工挖土方,m3,11.5444,11.54,,,,

,150厚碎石垫层,m3,2.793,2.79,,,,

,100厚C15砼垫层,m3,1.372,1.37,,,,

,垫层模板,m2,4.9,4.90,,,,

,M5水泥砂浆砖基础,m3,2.5431,2.54,,,,

,M5水泥砂浆240砖墙,m3,5.586,5.59,,,,

,20厚1:2.5水泥砂浆抹灰,m2,52.43,52.43,,,,

,土方回填,m3,4.84,4.84,,,,

16,挡墙,m,24.5,50.50,,2#楼前停车位,墙高300,深度见签证1-4

,人工挖土方,m3,23.7956,23.80,,,,

,150厚碎石垫层,m3,5.757,5.76,,,,

,100厚C15砼垫层,m3,2.828,2.83,,,,

,垫层模板,m2,10.1,10.10,,,,

,M5水泥砂浆砖基础,m3,5.2419,5.24,,,,

,M5水泥砂浆240砖墙,m3,3.636,3.64,,,,

,20厚1:2.5水泥砂浆抹灰,m2,42.42,42.42,,,,

,土方回填,m3,9.97,9.97,,,,

17,挡墙,m,24.5,50.00,,5#楼前停车位,墙高350,深度见签证1-4

,人工挖土方,m3,23.56,23.56,,,,

,150厚碎石垫层,m3,5.7,5.70,,,,

,100厚C15砼垫层,m3,2.8,2.80,,,,

,垫层模板,m2,10,10.00,,,,

,M5水泥砂浆砖基础,m3,5.19,5.19,,,,

,M5水泥砂浆240砖墙,m3,4.2,4.20,,,,

,20厚1:2.5水泥砂浆抹灰,m2,47