市政工程造价-人行天桥工程投标报价工程量清单中标版(含主要设备材料价格)

分部分项工程量清单与计价表,,,,,,,,

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工程名称:深圳市某市政工程第X合同段-GK1+XXX人行天桥,,,,,,,第1页共3页,

序号,项目编码,项目名称,项目特征描述,"计量

单位",工程量,金额(元),,

,,,,,,"综合

单价",合价,"材料设备

暂估合价"

,,GK9+460人行天桥,,,,,,

1,040302010001,混凝土箱梁,"(1)部位:主梁、主梁封锚

(2)混凝土强度等级、石料最大粒径:C50混凝土",m3,115.90,460.46,53367.31,

2,040302010002,混凝土箱梁,"(1)部位:梯道

(2)混凝土强度等级、石料最大粒径:C40混凝土",m3,132.90,424.38,56400.10,

3,040302016001,混凝土小型构件,"(1)部位:桥下栏杆

(2)混凝土强度等级、石料最大粒径:C20素混凝土",m3,1.90,371.51,705.87,

4,040302004001,墩(台)身,"(1)部位:墩柱

(2)混凝土强度等级、石料最大粒径:C40混凝土",m3,39.60,562.11,22259.56,

5,040302002001,混凝土承台,"(1)部位:承台

(2)混凝土强度等级、石料最大粒径:C30混凝土，垫层C15混凝土",m3,46.78,509.19,23819.91,

6,040301007001,机械成孔灌注桩(钻孔),"(1)桩径:Φ1.0m

(2)深度:30m以内

(3)岩石类别:详见设计图纸

(4)混凝土强度等级、石料最大粒径:C30水下混凝土",m,318.00,1001.03,318327.54,

7,040701002002,非预应力钢筋,"(1)材质:普通钢筋

(2)部位:桩基础",t,20.349,6831.26,139009.99,

8,040701002003,非预应力钢筋,"(1)材质:普通钢筋

(2)部位:承台基础",t,5.992,5406.17,32391.07,

9,040701002004,非预应力钢筋,"(1)材质:普通钢筋

(2)部位:墩柱",t,8.969,5436.35,48757.54,

10,040701002005,非预应力钢筋,"(1)材质:普通钢筋

(2)部位:主梁及梯道箱梁",t,63.986,5405.91,345900.39,

11,040701004001,钢绞线,"(1)材质:钢绞线

(2)预应力管道:φ15.24

(3)部位:主梁",t,4.077,12034.34,49064.00,

12,040701001001,预埋铁件,"(1)材质:Q235A、钢管钢材

(2)规格:详见设计图纸

(3)部位:支座钢板、抗震锚栓等预埋钢板",kg,557.700,9.58,5342.77,

13,040701001002,预埋铁件,"(1)材质:无缝钢管

(2)规格:φ57×3

(3)部位:桩基础",kg,3931.080,6.03,23704.41,

14,040309005001,橡胶条,"(1)材质:橡胶条

(2)规格:详见设计图纸",m2,9.50,22.98,218.31,

15,040309002001,橡胶支座,"(1)材质:圆板式橡胶支座，环氧砂浆卧底

(2)规格:GYZ400×69mm",个,2,868.69,1737.38,

16,040309002002,橡胶支座,"(1)材质:圆板式橡胶支座，环氧砂浆卧底

(2)规格:GYZ350×63mm",个,4,606.27,2425.08,

17,040204001003,人行道块料铺设,"(1)材质:彩色广场砖

(2)尺寸:5cm厚度

(3)垫层材料品种、厚度、强度:AMP-100二阶反应型防水粘结材料

(4)图形:详见设计图纸",m2,533.30,104.75,55863.18,

18,040309001002,金属栏杆(含预埋钢板),"(1)材质:不锈钢管、钢板等，具体详见设计图纸

(2)工程量计算规则:按设计图示尺寸以不锈钢、钢板、钢筋总质量计算",t,5.867,34516.03,202505.55,

19,040101003001,挖基坑土方,"(1)土壤类别:综合考虑

(2)挖土深度:综合考虑

(3)工程量计算规则:按实际开挖的土石体积计算

(4)工程内容:土方开挖、平整、夯实、围护、支撑",m3,110.36,7.47,824.39,

20,040103001005,填方,"(1)填方材料品种:土方

(2)密实度:符合设计要求

(3)工程量计算规则:按实际回填的土石体积计算",m3,59.30,13.53,802.26,

21,040103002003,余方弃置,"(1)废弃料品种:综合考虑

(2)运距:投标人自行考虑",m3,51.06,27.29,1393.43,

,,分部小计,,,,,1384820.04,0.00

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合计,,,,,,,1384820.04,0.00

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