市政工程沥青砼路面及检查井单位工程预算

,,,,,,,,,,,,,,,

分部分项工程量清单与计价表,,,,,,,,,,,,,,,

工程名称:市政工程道路方形检查井单位工程预算,,,,,,,,第1页共1页,,,,,,,

序号,项目编码,项目名称,项目特征,计量单位,,工程量,综合单价（元）,,金额（元）,,,,,,

,,,,,,,,,合价,其中,,,,,

,,,,,,,,,,计费基数,其中：暂估价,,,,

1,040202014001,水泥稳定砂砾石6%18厚,,m2,,100,34.38,,3437.63,3109.87,,,,,

2,040202014002,水泥稳定碎石6%18厚,,m2,,100,42.52,,4251.71,3846.32,,,,,

3,040203004001,沥青混凝土粒式5厚,,m2,,100,74.53,,7452.92,6742.27,,,,,

4,040203004002,沥青混凝土细粒式3厚,,m2,,100,43.57,,4357.38,3941.91,,,,,

5,040501002008,混凝土管道铺设Φ200,,m,,1,115.07,,115.07,35.28,,,,,

6,040501002002,混凝土管道铺设Φ600,,m,,1,270.45,,270.45,95.4,,,,,

7,040501002003,混凝土管道铺设Φ800,,m,,1,459.34,,459.34,130.11,,,,,

8,040501002004,混凝土管道铺设Φ1000,,m,,1,544.86,,544.86,182.96,,,,,

9,040501002005,混凝土管道铺设Φ1200,,m,,1,730.57,,730.57,273.06,,,,,

10,040501002006,混凝土管道铺设Φ1400,,m,,1,1273.18,,1273.18,344.23,,,,,

11,040501002007,混凝土管道铺设Φ1600,,m,,1,1714.44,,1714.44,491.62,,,,,

12,040501002001,混凝土管道铺设Φ1800,,m,,1,2121.83,,2121.83,625.47,,,,,

13,040504001001,Φ1000砌筑检查井2.64,,座,,1,4704.55,,4704.55,4255.96,,,,,

14,040504001002,Φ1200砌筑检查井3.335深,,座,,1,5636.57,,5636.57,5099.12,,,,,

15,040504001003,Φ1400砌筑检查井3.355深,,座,,1,5867.46,,5867.46,5308,,,,,

16,040504001004,Φ1600砌筑检查井3.795,,座,,1,5983.5,,5983.5,5412.97,,,,,

17,040504001005,Φ1800砌筑检查井4.005,,座,,1,5991.53,,5991.53,5420.24,,,,,

18,040504003001,雨水进水井680*415,,座,,1,721.48,,721.48,652.69,,,,,

,,,,,,,,,,,,,,,

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,,

工程名称：预算书5,,,,,,,,,,,第2页共11页,,,,

序号,项目编码,项目名称,项目单位,"定额

编号",工程内容,,"计量

单位",含量,人工费,材料费,,机械费,"动态调整

和风险费用","企业管理费

和利润","综合单价

（元）"

,,,,小计,,,,,3.61,47.12,,16.68,,7.12,74.53

4,040203004002,沥青混凝土细粒式3厚,m2,D2-351,沥青拌和料及热沥青场外运输沥青拌和料5km内,,10m3,0.003,,,,0.53,,0.06,0.58

,,,,D2-357换,沥青混凝土及热沥青加工细粒式,,m3,0.0303,1.55,26.54,,7.8,,3.78,39.67

,,,,D2-315换,沥青混凝土面层细粒式沥青混凝土机械摊铺厚度(3cm),,100m2,0.01,0.78,0.32,,1.9,,0.32,3.32

,,,,小计,,,,,2.33,26.86,,10.23,,4.16,43.57

5,040501002008,混凝土管道铺设Φ200,m,D1-121,机械平整场地及回填原土夯实100m2槽坑,,100m2,0.0142,0.54,,,0.21,,0.08,0.83

,,,,D4-488换,管、渠垫层及基础基础毛石混凝土平基商品混凝土非泵送,,10m3,0.0042,1.85,9.9,,0.57,,1.3,13.62

,,,,D4-498换,管、渠垫层及基础基础混凝土负拱基础商品混凝土非泵送,,10m3,0.002,1.17,6.16,,0.27,,0.8,8.4

,,,,D4-52换,管道铺设混凝土管道平接(企口)式管径(300mm以内),,100m,0.01,3.11,70.7,,2.99,-1.07,1.53,77.26

,,,,D4-99*0.89,管道接口混凝土管道平(企)接口水泥砂浆接口120°管基管径(mm以内)300子目乘以系数0.89,,10个口,0.2,6.92,2.25,,,-3.86,3.39,8.7

,,,,D4-288,管道闭水试验管径(400mm以内),,100m,0.01,0.67,1.31,,,-0.37,0.33,1.93

,,,,D4-479换,管、渠垫层及基础垫层天然砂,,10m3,0.0042,1.03,2.83,,0.05,,0.41,4.33

,,,,小计,,,,,15.29,93.15,,4.09,-5.3,7.84,115.07

6,040501002002,混凝土管道铺设Φ600,m,D1-121,机械平整场地及回填原土夯实100m2槽坑,,100m2,0.019,0.73,,,0.28,,0.11,1.11

,,,,D4-479换,管、渠垫层及基础垫层天然砂,,10m3,0.009,2.22,6.06,,0.12,,0.89,9.28

"注：1.如不使用省级或者行业主管部门发布的计价依据，可以不填定额项目、编号等。

2.招标控制价应当详细填写此表。其中，动态调整是指招标（投标）时已发生的人工、材料、机械的差价；风险因素是指发包、承包双方在合同中约定的、一定范围的风险费用。

3、“含量”是指该定额项目在基本单位的工程量清单项目中的含量。",,,,,,,,,,,,,,,

（表－09－1）,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,,

工程名称：预算书5,,,,,,,,,,,第3页共11页,,,,

序号,项目编码,项目名称,项目单位,"定额

编号",工程内容,,"计量

单位",含量,人工费,材料费,,机械费,"动态调整

和风险费用","企业管理费

和利润","综合单价

（元）"

,,,,D4-491换,管、渠垫层及基础基础混凝土平基商品混凝土非泵送,,10m3,0.009,4.52,28.14,,1.24,,3.57,37.48

,,,,D4-498换,管、渠垫层及基础基础混凝土负拱基础商品混凝土非泵送,,10m3,0.0093,5.53,29.21,,1.27,,3.8,39.81

,,,,D4-55换,管道铺设混凝土管道平接(企口)式管径(600mm以内),,100m,0.01,6.01,152.51,,6.28,-1.94,2.95,165.81

,,,,D4-102*0.89,管道接口混凝土管道平(企)接口水泥砂浆接口120°管基管径(mm以内)600子目乘以系数0.89,,10个口,0.2,8.97,4.64,,,-4.85,4.4,13.16

,,,,D4-289,管道闭水试验管径(600mm以内),,100m,0.01,1.1,2.78,,,-0.62,0.54,3.8

,,,,小计,,,,,29.08,223.34,,9.19,-7.41,16.26,270.45

7,040501002003,混凝土管道铺设Φ800,m,D1-121,机械平整场地及回填原土夯实100m2槽坑,,100m2,0.0213,0.81,,,0.31,,0.12,1.24

,,,,D4-479换,管、渠垫层及基础垫层天然砂,,10m3,0.0113,2.78,7.61,,0.15,,1.11,11.66

,,,,D4-491换,管、渠垫层及基础基础混凝土平基商品混凝土非泵送,,10m3,0.0113,5.67,35.34,,1.56,,4.49,47.06

,,,,D4-498换,管、渠垫层及基础基础混凝土负拱基础商品混凝土非泵送,,10m3,0.0146,8.65,45.62,,1.99,,5.93,62.19

,,,,D4-57换,管道铺设混凝土管道平接(企口)式管径(800mm以内),,100m,0.01,8.01,300.98,,8.33,-2.59,3.92,318.66

,,,,D4-104*0.89,管道接口混凝土管道平(企)接口水泥砂浆接口120°管基管径(mm以内)800子目乘以系数0.89,,10个口,0.2,11.09,6,,,-5.97,5.43,16.55

,,,,D4-290,管道闭水试验管径(,,100m,0.0033,0.52,1.49,,,-0.29,0.26,1.98

"注：1.如不使用省级或者行业主管部门发布的计价依据，可以不填定额项目、编号等。

2.招标控制价应当详细填写此表。其中，动态调整是指招标（投标）时已发生的人工、材料、机械的差价；风险因素是指发包、承包双方在合同中约定的、一定范围的风险费用。

3、“含量”是指该定额项目在基本单位的工程量清单项目中的含量。",,,,,,,,,,,,,,,

（表－09－1）,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,,

工程名称：预算书5,,,,,,,,,,,第4页共11页,,,,

序号,项目编码,项目名称,项目单位,"定额

编号",工程内容,,"计量

单位",含量,人工费,材料费,,机械费,"动态调整

和风险费用","企业管理费

和利润","综合单价

（元）"

,,,,,800mm以内),,,,,,,,,,

,,,,小计,,,,,37.53,397.04,,12.34,-8.85,21.26,459.34

8,040501002004,混凝土管道铺设Φ1000,m,D1-121,机械平整场地及回填原土夯实100m2槽坑,,100m2,0.0238,0.91,,,0.34,,0.13,1.38

,,,,D4-479换,管、渠垫层及基础垫层天然砂,,10m3,0.0138,3.39,9.27,,0.18,,1.35,14.19

,,,,D4-491换,管、渠垫层及基础基础混凝土平基商品混凝土非泵送,,10m3,0.0155,7.78,48.47,,2.14,,6.15,64.55

,,,,D4-498换,管、渠垫层及基础基础混凝土负拱基础商品混凝土非泵送,,10m3,0.0216,12.81,67.58,,2.95,,8.78,92.11

,,,,D4-59换,管道铺设混凝土管道平接(企口)式管径(1000mm以内),,100m,0.01,11.86,327.24,,11.74,-8.05,5.81,348.6

,,,,D4-106*0.89,管道接口混凝土管道平(企)接口水泥砂浆接口120°管基管径(mm以内)1000子目乘以系数0.89,,10个口,0.2,14.55,7.31,,,-7.88,7.13,21.11

,,,,D4-291,管道闭水试验管径(1000mm以内),,100m,0.0033,0.74,2.23,,,-0.41,0.36,2.92

,,,,小计,,,,,52.04,462.1,,17.35,-16.34,29.71,544.86

9,040501002005,混凝土管道铺设Φ1200,m,D1-121,机械平整场地及回填原土夯实100m2槽坑,,100m2,0.0265,1.01,,,0.38,,0.15,1.54

,,,,D4-479换,管、渠垫层及基础垫层天然砂,,10m3,0.0165,4.06,11.12,,0.22,,1.62,17.02

,,,,D4-491换,管、渠垫层及基础基础混凝土平基商品混凝土非泵送,,10m3,0.0223,11.19,69.73,,3.08,,8.85,92.86

,,,,D4-498换,管、渠垫层及基础基础混凝土负拱基础商品混凝土非泵送,,10m3,0.031,18.37,96.94,,4.23,,12.6,132.14

,,,,D4-61换,管道铺设混凝土管道平接(企口)式管径(,,100m,0.01,11.01,370.67,,21.78,-3.27,5.39,405.58

"注：1.如不使用省级或者行业主管部门发布的计价依据，可以不填定额项目、编号等。

2.招标控制价应当详细填写此表。其中，动态调整是指招标（投标）时已发生的人工、材料、机械的差价；风险因素是指发包、承包双方在合同中约定的、一定范围的风险费用。

3、“含量”是指该定额项目在基本单位的工程量清单项目中的含量。",,,,,,,,,,,,,,,

（表－09－1）,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,,

工程名称：预算书5,,,,,,,,,,,第5页共11页,,,,

序号,项目编码,项目名称,项目单位,"定额

编号",工程内容,,"计量

单位",含量,人工费,材料费,,机械费,"动态调整

和风险费用","企业管理费

和利润","综合单价

（元）"

,,,,,1200mm以内),,,,,,,,,,

,,,,D4-124*0.89,管道接口混凝土管道平(企)接口钢丝网水泥砂浆接口120°管基管径(mm以内)1200子目乘以系数0.89,,10个口,0.2,40.75,38.53,,,-21.94,19.97,77.3

,,,,D4-292,管道闭水试验管径(1200mm以内),,100m,0.0033,0.97,3.22,,,-0.53,0.47,4.13

,,,,小计,,,,,87.36,590.21,,29.69,-25.74,49.05,730.57

10,040501002006,混凝土管道铺设Φ1400,m,D1-121,机械平整场地及回填原土夯实100m2槽坑,,100m2,0.0288,1.1,,,0.42,,0.16,1.67

,,,,D4-479换,管、渠垫层及基础垫层天然砂,,10m3,0.0188,4.62,12.64,,0.25,,1.85,19.35

,,,,D4-491换,管、渠垫层及基础基础混凝土平基商品混凝土非泵送,,10m3,0.0296,14.85,92.56,,4.09,,11.75,123.26

,,,,D4-498换,管、渠垫层及基础基础混凝土负拱基础商品混凝土非泵送,,10m3,0.0399,23.65,124.83,,5.44,,16.22,170.16

,,,,D4-62换,管道铺设混凝土管道平接(企口)式管径(1350mm以内),,100m,0.01,12.01,828.2,,23.69,-3.58,5.88,866.2

,,,,D4-125*0.89,管道接口混凝土管道平(企)接口钢丝网水泥砂浆接口120°管基管径(mm以内)1350子目乘以系数0.89,,10个口,0.2,46.59,43.02,,,-25.12,22.83,87.3

,,,,D4-293,管道闭水试验管径(1350mm以内),,100m,0.0033,1.18,4.13,,,-0.65,0.58,5.24

,,,,小计,,,,,104,1105.38,,33.89,-29.35,59.27,1273.18

11,040501002007,混凝土管道铺设Φ1600,m,D1-121,机械平整场地及回填原土夯实100m2槽坑,,100m2,0.0328,1.25,,,0.48,,0.18,1.91

,,,,D4-479换,管、渠垫层及基础垫层天然砂,,10m3,0.0228,5.6,15.34,,0.3,,2.24,23.48

"注：1.如不使用省级或者行业主管部门发布的计价依据，可以不填定额项目、编号等。

2.招标控制价应当详细填写此表。其中，动态调整是指招标（投标）时已发生的人工、材料、机械的差价；风险因素是指发包、承包双方在合同中约定的、一定范围的风险费用。

3、“含量”是指该定额项目在基本单位的工程量清单项目中的含量。",,,,,,,,,,,,,,,

（表－09－1）,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,,

工程名称：预算书5,,,,,,,,,,,第6页共11页,,,,

序号,项目编码,项目名称,项目单位,"定额

编号",工程内容,,"计量

单位",含量,人工费,材料费,,机械费,"动态调整

和风险费用","企业管理费

和利润","综合单价

（元）"

,,,,D4-491换,管、渠垫层及基础基础混凝土平基商品混凝土非泵送,,10m3,0.0428,21.48,133.84,,5.92,,16.99,178.23

,,,,D4-498换,管、渠垫层及基础基础混凝土负拱基础商品混凝土非泵送,,10m3,0.0596,35.29,186.22,,8.12,,24.2,253.83

,,,,D4-64换,管道铺设混凝土管道平接(企口)式管径(1650mm以内),,100m,0.01,16.25,1080.7,,38.13,-4.37,7.96,1138.66

,,,,D4-127*0.89,管道接口混凝土管道平(企)接口钢丝网水泥砂浆接口120°管基管径(mm以内)1650子目乘以系数0.89,,10个口,0.2,59.27,53.26,,,-31.91,29.04,109.67

,,,,D4-295,管道闭水试验管径(1650mm以内),,100m,0.0033,2.27,6.5,,,-1.23,1.11,8.66

,,,,小计,,,,,141.41,1475.86,,52.95,-37.51,81.72,1714.44

12,040501002001,混凝土管道铺设Φ1800,m,D4-437换,井底垫层及基础天然砂,,10m3,0.025,6.53,16.84,,0.4,,2.5,26.27

,,,,D4-491换,管、渠垫层及基础基础混凝土平基商品混凝土非泵送,,10m3,0.0525,26.35,164.17,,7.26,,20.85,218.62

,,,,D1-121,机械平整场地及回填原土夯实100m2槽坑,,100m2,0.035,1.34,,,0.51,,0.19,2.04

,,,,D4-504换,管、渠垫层及基础基础混凝土管座商品混凝土非泵送,,10m3,0.0907,64,289.79,,12.36,,38.59,404.74

,,,,D4-65换,管道铺设混凝土管道平接(企口)式管径(1800mm以内),,100m,0.01,19.96,1373.6,,47.15,-5.33,9.78,1445.16

,,,,D4-154,管道接口混凝土管道平(企)接口膨胀水泥砂浆接口企口管360°管径(mm以内)1800,,10个口,0.05,13.34,2.52,,,-7.6,6.54,14.8

,,,,D4-296,管道闭水试验管径(1800mm以内),,100m,0.0033,2.63,7.7,,,-1.42,1.29,10.2

"注：1.如不使用省级或者行业主管部门发布的计价依据，可以不填定额项目、编号等。

2.招标控制价应当详细填写此表。其中，动态调整是指招标（投标）时已发生的人工、材料、机械的差价；风险因素是指发包、承包双方在合同中约定的、一定范围的风险费用。

3、“含量”是指该定额项目在基本单位的工程量清单项目中的含量。",,,,,,,,,,,,,,,

（表－09－1）,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,,

工程名称：预算书5,,,,,,,,,,,第7页共11页,,,,

序号,项目编码,项目名称,项目单位,"定额

编号",工程内容,,"计量

单位",含量,人工费,材料费,,机械费,"动态调整

和风险费用","企业管理费

和利润","综合单价

（元）"

,,,,小计,,,,,134.15,1854.62,,67.68,-14.35,79.74,2121.83

13,040504001001,Φ1000砌筑检查井2.64,座,D4-438,井底垫层及基础混凝土,,10m3,0.062,50.35,139.55,,17.57,,21.87,229.35

,,,,D4-439,非定型井砖石井砖墙圆形,,10m3,0.0173,14.38,39.95,,1.4,,5.87,61.6

,,,,D4-440,非定型井砖石井砖墙矩形,,10m3,0.7825,544.24,1673.24,,44.99,,238.47,2500.94

,,,,D4-444,非定型井砖石井井底流槽砖砌,,10m3,0.1078,82.47,188.44,,7.54,,29.35,307.8

,,,,D4-450,非定型井勾缝及抹灰砖墙抹灰井内侧,,100m2,0.1242,105.39,80.64,,6.76,,20.32,213.1

,,,,D4-452,非定型井勾缝及抹灰砖墙抹灰流槽,,100m2,0.0545,38.97,35.38,,2.96,,8.15,85.46

,,,,D4-465换,非定型井井盖(篦)制作、安装检查井铸铁井盖座,,10套,0.1,19.94,472.75,,,,51.93,544.62

,,,,D4-544换,钢筋混凝土盖板、过梁预制安装预制矩形盖板(板厚20cm以内),,10m3,0.0572,56.61,156.08,,16.1,,24.11,252.9

,,,,D4-564,钢筋混凝土盖板、过梁预制安装安装井室盖板每块体积在0.7m3以内,,10m3,0.0572,25.47,15.35,,13.56,,5.73,60.11

,,,,D4-1179换,钢筋(铁件)现浇、预制构件钢筋现浇(直径20mm以外),,t,0.061,11.18,318.78,,6.05,,35.41,371.41

,,,,D1-348,汽车运输Ⅱ类构件机械装卸运距1km,,10m3,0.08,6.22,2.58,,61.09,,7.37,77.26

,,,,小计,,,,,955.22,3122.74,,178.02,,448.58,4704.55

14,040504001002,Φ1200砌筑检查井3.335深,座,D4-438,井底垫层及基础混凝土,,10m3,0.104,84.46,234.09,,29.48,,36.68,384.71

,,,,D4-450,非定型井勾缝及抹灰砖墙抹灰井内侧,,100m2,0.1458,123.71,94.66,,7.93,,23.85,250.16

,,,,D4-439,非定型井砖石井砖墙圆形,,10m3,0.0173,14.38,39.95,,1.4,,5.87,61.6

"注：1.如不使用省级或者行业主管部门发布的计价依据，可以不填定额项目、编号等。

2.招标控制价应当详细填写此表。其中，动态调整是指招标（投标）时已发生的人工、材料、机械的差价；风险因素是指发包、承包双方在合同中约定的、一定范围的风险费用。

3、“含量”是指该定额项目在基本单位的工程量清单项目中的含量。",,,,,,,,,,,,,,,

（表－09－1）,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,,

工程名称：预算书5,,,,,,,,,,,第8页共11页,,,,

序号,项目编码,项目名称,项目单位,"定额

编号",工程内容,,"计量

单位",含量,人工费,材料费,,机械费,"动态调整

和风险费用","企业管理费

和利润","综合单价

（元）"

,,,,D4-452,非定型井勾缝及抹灰砖墙抹灰流槽,,100m2,0.0811,57.98,52.65,,4.41,,12.13,127.18

,,,,D4-440,非定型井砖石井砖墙矩形,,10m3,0.951,661.44,2033.54,,54.68,,289.82,3039.48

,,,,D4-444,非定型井砖石井井底流槽砖砌,,10m3,0.136,104.04,237.74,,9.51,,37.03,388.32

,,,,D4-465换,非定型井井盖(篦)制作、安装检查井铸铁井盖座,,10套,0.1,19.94,472.75,,,,51.93,544.62

,,,,D4-544,钢筋混凝土盖板、过梁预制安装预制矩形盖板(板厚20cm以内),,10m3,0.0761,75.31,185.74,,21.43,,29.77,312.25

,,,,D4-1178换,钢筋(铁件)现浇、预制构件钢筋现浇(直径11~20mm),,t,0.0626,17.42,327.03,,8.09,,37.16,389.7

,,,,D4-557,钢筋混凝土盖板、过梁预制安装安装沟、渠盖板每块体积在1.0m3以内,,10m3,0.0761,20.19,8.49,,18.04,,4.92,51.64

,,,,D1-348,汽车运输Ⅱ类构件机械装卸运距1km,,10m3,0.09,7,2.9,,68.73,,8.29,86.91

,,,,小计,,,,,1185.87,3689.54,,223.7,,537.45,5636.57

15,040504001003,Φ1400砌筑检查井3.355深,座,D4-438,井底垫层及基础混凝土,,10m3,0.116,94.21,261.1,,32.88,,40.91,429.1

,,,,D4-440,非定型井砖石井砖墙矩形,,10m3,0.984,684.39,2104.11,,56.58,,299.87,3144.95

,,,,D4-439,非定型井砖石井砖墙圆形,,10m3,0.0173,14.38,39.95,,1.4,,5.87,61.6

,,,,D4-444,非定型井砖石井井底流槽砖砌,,10m3,0.1984,151.78,346.82,,13.87,,54.01,566.49

,,,,D4-450,非定型井勾缝及抹灰砖墙抹灰井内侧,,100m2,0.1458,123.71,94.66,,7.93,,23.85,250.16

,,,,D4-452,非定型井勾缝及抹灰砖墙抹灰流槽,,100m2,0.0768,54.91,49.86,,4.18,,11.48,120.43

,,,,D4-465,非定型井井盖(篦)制,,10套,0.1,19.94,472.75,,,,51.93,544.62

"注：1.如不使用省级或者行业主管部门发布的计价依据，可以不填定额项目、编号等。

2.招标控制价应当详细填写此表。其中，动态调整是指招标（投标）时已发生的人工、材料、机械的差价；风险因素是指发包、承包双方在合同中约定的、一定范围的风险费用。

3、“含量”是指该定额项目在基本单位的工程量清单项目中的含量。",,,,,,,,,,,,,,,

（表－09－1）,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,,

工程名称：预算书5,,,,,,,,,,,第9页共11页,,,,

序号,项目编码,项目名称,项目单位,"定额

编号",工程内容,,"计量

单位",含量,人工费,材料费,,机械费,"动态调整

和风险费用","企业管理费

和利润","综合单价

（元）"

,,,,换,作、安装检查井铸铁井盖座,,,,,,,,,,

,,,,D4-544,钢筋混凝土盖板、过梁预制安装预制矩形盖板(板厚20cm以内),,10m3,0.0761,75.31,185.74,,21.43,,29.77,312.25

,,,,D4-557,钢筋混凝土盖板、过梁预制安装安装沟、渠盖板每块体积在1.0m3以内,,10m3,0.0761,20.19,8.49,,18.04,,4.92,51.64

,,,,D4-1178,钢筋(铁件)现浇、预制构件钢筋现浇(直径11~20mm),,t,0.0626,17.42,245.26,,8.09,,28.54,299.31

,,,,D1-348,汽车运输Ⅱ类构件机械装卸运距1km,,10m3,0.09,7,2.9,,68.73,,8.29,86.91

,,,,小计,,,,,1263.24,3811.64,,233.13,,559.44,5867.46

16,040504001004,Φ1600砌筑检查井3.795,座,D4-438,井底垫层及基础混凝土,,10m3,0.139,112.89,312.87,,39.4,,49.03,514.18

,,,,D4-440,非定型井砖石井砖墙矩形,,10m3,1.013,704.56,2166.12,,58.25,,308.71,3237.64

,,,,D4-439,非定型井砖石井砖墙圆形,,10m3,0.0173,14.38,39.95,,1.4,,5.87,61.6

,,,,D4-444,非定型井砖石井井底流槽砖砌,,10m3,0.134,102.51,234.24,,9.37,,36.48,382.61

,,,,D4-450,非定型井勾缝及抹灰砖墙抹灰井内侧,,100m2,0.1458,123.71,94.66,,7.93,,23.85,250.16

,,,,D4-452,非定型井勾缝及抹灰砖墙抹灰流槽,,100m2,0.0879,62.84,57.07,,4.78,,13.14,137.84

,,,,D4-465换,非定型井井盖(篦)制作、安装检查井铸铁井盖座,,10套,0.1,19.94,472.75,,,,51.93,544.62

,,,,D4-544,钢筋混凝土盖板、过梁预制安装预制矩形盖板(板厚20cm以内),,10m3,0.0791,78.28,193.06,,22.27,,30.95,324.56

,,,,D4-557,钢筋混凝土盖板、过梁预制安装安装沟、渠,,10m3,0.0791,20.99,8.83,,18.75,,5.12,53.68

"注：1.如不使用省级或者行业主管部门发布的计价依据，可以不填定额项目、编号等。

2.招标控制价应当详细填写此表。其中，动态调整是指招标（投标）时已发生的人工、材料、机械的差价；风险因素是指发包、承包双方在合同中约定的、一定范围的风险费用。

3、“含量”是指该定额项目在基本单位的工程量清单项目中的含量。",,,,,,,,,,,,,,,

（表－09－1）,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,,

工程名称：预算书5,,,,,,,,,,,第10页共11页,,,,

序号,项目编码,项目名称,项目单位,"定额

编号",工程内容,,"计量

单位",含量,人工费,材料费,,机械费,"动态调整

和风险费用","企业管理费

和利润","综合单价

（元）"

,,,,,盖板每块体积在1.0m3以内,,,,,,,,,,

,,,,D4-1178换,钢筋(铁件)现浇、预制构件钢筋现浇(直径11~20mm),,t,0.0626,17.42,327.03,,8.09,,37.16,389.7

,,,,D1-348,汽车运输Ⅱ类构件机械装卸运距1km,,10m3,0.09,7,2.9,,68.73,,8.29,86.91

,,,,小计,,,,,1264.52,3909.48,,238.97,,570.53,5983.5

17,040504001005,Φ1800砌筑检查井4.005,座,D4-438,井底垫层及基础混凝土,,10m3,0.162,131.57,364.63,,45.92,,57.14,599.26

,,,,D4-440,非定型井砖石井砖墙矩形,,10m3,1.079,750.47,2307.25,,62.04,,328.83,3448.58

,,,,D4-439,非定型井砖石井砖墙圆形,,10m3,0.0173,14.38,39.95,,1.4,,5.87,61.6

,,,,D4-444,非定型井砖石井井底流槽砖砌,,10m3,0.038,29.07,66.43,,2.66,,10.35,108.5

,,,,D4-450,非定型井勾缝及抹灰砖墙抹灰井内侧,,100m2,0.1458,123.71,94.66,,7.93,,23.85,250.16

,,,,D4-452,非定型井勾缝及抹灰砖墙抹灰流槽,,100m2,0.0882,63.06,57.26,,4.8,,13.19,138.31

,,,,D4-465换,非定型井井盖(篦)制作、安装检查井铸铁井盖座,,10套,0.1,19.94,472.75,,,,51.93,544.62

,,,,D4-