【二次修改】平顶山市轻工路下穿平舞铁路立交桥工程

工程预算表,,,,,,,,,,,,,

工程名称:,,平顶山市轻工路下穿平舞铁路立交桥工程,,,,,,,第1页总5页,,,,

序号,编号,,名称,单位,工程量,单价,合价,其中,,,,,

,,,,,,,,人工合价,,材料合价,机械合价,管理费合价,利润合价

,,,主体工程,,,,1984543.43,,,,,,

1,3-431HCP052000009,,箱涵底板制作(C30-40（32.5水泥）现浇碎石砼)换为【C40商品砼最大粒径20mm】,m3,388.8,419.97,163283.17,18681.06,,119427.31,6840.55,11849.07,6485.18

2,10-39,,现浇混凝土模板箱涵滑板、底板,m2,622.08,26.84,16698.49,6366.37,,4916.3,,3343.06,2072.77

3,3-432HCP052000009,,箱涵侧墙(C30-40（32.5水泥）现浇碎石砼)换为【C40商品砼最大粒径20mm】,m3,215.99,436.28,94232.77,11455.25,,66482.8,4929.76,7344.96,4020.01

4,10-40,,现浇混凝土模板箱涵侧墙,m2,864,41.54,35888.83,9473.76,,9822.82,7394.98,5677.34,3519.94

5,3-433HCP052000009,,箱涵顶板(C30-40（32.5水泥）现浇碎石砼)换为【C40商品砼最大粒径20mm】,m3,356.4,425.87,151779.36,17721.99,,109639.69,6948.37,11290.04,6179.26

6,10-41,,现浇混凝土模板箱涵顶板,m2,1069.2,39.88,42640.77,12321.46,,9864.44,8643.41,7290.87,4520.58

7,7月8日,,桥涵工程现浇混凝土钢筋制作、安装Φ10以内【框架桥】,t,11.39,4938.65,56236.41,8157.42,,38353.24,526.08,5526,3673.67

8,7-9换,,桥涵工程现浇混凝土钢筋制作、安装Φ10以外【框架桥】换为【钢筋Ⅱ级】,t,5.44,4253.66,23118.64,1895.35,,18376.93,542.25,1384.02,920.09

9,7-9换,,桥涵工程现浇混凝土钢筋制作、安装Φ10以外【框架桥】换为【钢筋Ⅲ级】,t,118.97,4669.66,555540.11,41487.71,,451747.67,11869.44,30295.2,20140.09

10,3-237HCP050000007,,台帽(C20-40（32.5水泥）现浇碎石砼)【框架桥顶】换为【C30商品砼最大粒径20mm】,m3,10.1,421.71,4259.24,556.34,,2776.26,355.39,369.2,202.06

11,借12-120,,零星构件模板,m3,10.1,1228.55,12408.31,2210.15,,8142.76,235.21,1143.73,676.46

12,3-500换,,钢管栏杆及扶手制安换为【钢管】,m,124.6,166.3,20721.13,2126.51,,15480.3,865.47,1453.4,795.45

13,3-495,,金属面防锈漆一遍栏杆,t,0.12,189.91,22.98,4.89,,13.59,,2.91,1.59

14,3-497*2,,金属面调和漆二遍栏杆单价*2,t,0.24,551.52,133.47,58.9,,20.36,,35.04,19.18

15,借4-40HCP030000003,,栏板(C20-16（32.5水泥）现浇碎石砼)换为【C20商品砼最大粒径20mm】,m3,3.49,458.66,1600.72,344.41,,852.6,9,234.52,160.19

16,借12-101换,,栏板模板实际层高(m):5.8弧线或折线形：人工乘以系数1.25模板乘以系数1.3,m3,3.49,1247.47,4353.68,1243.99,,2216.21,77.62,512.66,303.21

编制人：,,证号：,,,,,,,编制日期：,,,,

工程预算表,,,,,,,,,,,,,

工程名称:,,平顶山市轻工路下穿平舞铁路立交桥工程,,,,,,,第2页总5页,,,,

序号,编号,,名称,单位,工程量,单价,合价,其中,,,,,

,,,,,,,,人工合价,,材料合价,机械合价,管理费合价,利润合价

17,5-1930HCP049000003,,管道支墩(挡墩)每处（m3以内）1(C15-40（32.5水泥）现浇碎石砼)换为【C20商品砼最大粒径20mm】,m3,2.05,432.01,885.62,230.81,,512.14,,89,53.68

18,借12-120,,零星构件模板,m3,2.05,1228.55,2518.52,448.6,,1652.74,47.74,232.14,137.3

19,5-1975,,渠道盖板安装矩形盖板每块体积m3以内0.1(M10水泥砌筑砂浆),m3,3.61,557.1,2011.13,311.92,,1506.41,,120.27,72.54

20,7-8,,桥涵工程现浇混凝土钢筋制作、安装Φ10以内【电缆槽及盖板钢筋】,t,0.18,4938.65,879.08,127.52,,599.53,8.22,86.38,57.43

21,3-533,,桥面防水层防水砂浆2cm(M10水泥砌筑砂浆),m2,324,15.93,5160.25,1128.49,,2993.01,,671.33,367.42

22,3-263,,桥面铺装【C40纤维混凝土保护层】,m3,19.2,405.45,7784.64,1417.88,,5061.64,,843.48,461.64

23,借7-156,,聚氨酯涂膜二遍厚1mm立面,m2,141,27.63,3896.11,403.8,,3180.73,,189.5,122.08

24,3-534换,,桥面防水层防水橡胶板换为【氯化聚乙烯防水卷材1.5mm】,m2,329,50.32,16554.72,407.43,,15772.26,,242.37,132.65

25,3-370换,,安装沉降缝沥青木丝板换为【聚苯乙烯泡沫塑料板50mm】,m2,27,61.19,1652.21,51.08,,1554.09,,30.4,16.63

26,3-524换,,安装泄水孔塑料管,m,42,58.48,2456.08,126.42,,2213.27,,75.22,41.16

27,3-232HCP049000003,,混凝土基础垫层混凝土(C15-40（32.5水泥）现浇碎石砼)换为【C20商品砼最大粒径20mm】,m3,48.6,351.18,17067.4,2116.97,,11680.96,1132.38,1381.16,755.92

28,借12-71,,基础垫层模板,m3,48.5,51.04,2475.25,805,,971.31,44.09,411.47,243.37

29,1-23,,反铲挖掘机挖土(斗容量1m3)不装车三类土,m3,3848,3,11538.96,827.32,,,9880.12,589.09,242.42

30,1-74,,抓铲挖掘机挖淤泥、流砂(斗容0.5m3)装车(深)6m以外,m3,1012,7.99,8087,2598.78,,,4244.44,881.17,362.62

31,1-168*1.25,,自卸汽车(载重10t内)运土运距(km以内)10运淤泥单价*1.25,m3,1012,26.16,26470.5,,,,24961.59,1069,439.92

32,1-145,,机械填土夯实槽、坑,m3,1210,10.06,12168.85,7180.14,,,1552.31,2434.52,1001.88

33,1-168,,自卸汽车(载重10t内)运土运距(km以内)10,m3,3560,20.93,74494.07,,,,70247.63,3008.41,1238.03

34,1-162,,装载机(斗容量1m3以内)装运土方运距100m以内,m3,3560,4.14,14750.11,872.56,,,12900.19,692.42,284.94

编制人：,,证号：,,,,,,,编制日期：,,,,

工程预算表,,,,,,,,,,,,,

工程名称:,,平顶山市轻工路下穿平舞铁路立交桥工程,,,,,,,第3页总5页,,,,

序号,编号,,名称,单位,工程量,单价,合价,其中,,,,,

,,,,,,,,人工合价,,材料合价,机械合价,管理费合价,利润合价

35,3-420HCP050000007,,挡墙(C20-40（32.5水泥）现浇碎石砼)换为【C30商品砼最大粒径20mm】,m3,725,401.93,291395.63,36549.43,,196672.93,21029.35,24005.48,13138.45

36,借12-92,,挡土墙模板,m3,725,174.54,126542.23,51251.7,,29699.63,3524.95,26432.78,15633.18

37,3-237HCP050000007,,台帽(C20-40（32.5水泥）现浇碎石砼)【挡墙顶】换为【C30商品砼最大粒径20mm】,m3,4,421.71,1686.83,220.33,,1099.51,140.75,146.22,80.02

38,借12-120,,零星构件模板,m3,4,1228.55,4914.18,875.31,,3224.86,93.15,452.96,267.9

39,3-426换,,砂滤层厚度(cm)以内30换为【砂砾石】,m3,67.16,100.8,6769.53,1160.93,,4540.02,,690.61,377.98

40,3-426换,,砂滤层厚度(cm)以内30【粘土隔水】,m3,48.04,71.05,3413.39,830.42,,1818.6,,494,270.37

41,3-524,,安装泄水孔塑料管,m,35.6,56.37,2006.88,107.16,,1801.08,,63.76,34.89

42,10-211,,抽水机抽水泥浆泵Φ100,台班,253,188.46,47680.38,,,,47680.38,,

43,B-1,,护轮轨、弯轨梭头,m,60,850,51000,,,51000,,,

44,B-2,,III型桥枕,根,112,420,47040,,,47040,,,

45,2-192,,人机配合铺装[碎石道渣]厚度20cm,m2,560,14.87,8325.8,368.42,,6403.32,1038.74,295.68,219.63

,,,附属工程,,,,2003391.07,,,,,,

1,借4-376,,分层注浆加固土体,m3,94,127.8,12013.2,2101.84,,6415.5,1331.04,1526.56,638.26

2,3-421HCP049000003,,现浇混凝土【护坡】(C15-40（32.5水泥）现浇碎石砼)换为【C20商品砼最大粒径20mm】,m3,20,396.68,7933.6,1480.84,,5089.7,,880.92,482.14

3,3-382,,浆砌块石护坡厚度(cm)以内40(M10水泥砌筑砂浆),m3,25,207.8,5194.98,1244.85,,2649.65,94.28,779.55,426.65

4,8-67,,机械拆除混凝土障碍物无筋,m3,142,209.38,29732.39,11051.86,,89.89,11350.34,4944.16,2296.14

5,1-B5换,,槽、坑回填【级配碎石】换为【碎石≤40mm级配】,m3,470,90.51,42541.11,7376.65,,30770.9,862.92,2501.34,1029.3

6,1-186,,自卸汽车(载重10t以内)运石碴运距(km以内)10,m3,470,36.77,17280.63,,,,16295.57,697.87,287.19

7,3-239HCP050000007,,墩(台)身【混凝土拨正块】(C20-40（32.5水泥）现浇碎石砼)换为【C30商品砼最大粒径20mm】,m3,23.8,418.16,9952.3,1311.38,,6456.96,837.45,870.22,476.29

8,3-237HCP050000002,,台帽【桥顶挡水块】(C20-40（32.5水泥）现浇碎石砼)换为【C20商品砼最大粒径15mm】,m3,0.71,396.33,281.4,39.11,,177.15,24.98,25.95,14.2

编制人：,,证号：,,,,,,,编制日期：,,,,

工程预算表,,,,,,,,,,,,,

工程名称:,,平顶山市轻工路下穿平舞铁路立交桥工程,,,,,,,第4页总5页,,,,

序号,编号,,名称,单位,工程量,单价,合价,其中,,,,,

,,,,,,,,人工合价,,材料合价,机械合价,管理费合价,利润合价

9,5-606,,钢筋混凝土管柔性接口(橡胶圈)管径(以内)1500,个口,9,185.58,1670.22,719.82,,505.45,,277.55,167.4

10,5-83,,人机配合下管管径(以内)1500,m,18,1245.14,22412.61,310.35,,21384,465.53,177.11,75.61

11,1-150换,,槽、坑回填灰土含灰量30%,m3,45,130.04,5851.82,669.9,,4791.29,70.02,227.14,93.47

12,1-50,,机械挖沟槽土方三类土,m3,90,6.52,586.48,47.6,,,494.98,31.1,12.8

13,1-168,,自卸汽车(载重10t内)运土运距(km以内)10,m3,90,20.93,1883.28,,,,1775.92,76.06,31.3

14,1-145,,机械填土夯实槽、坑,m3,13,10.06,130.74,77.14,,,16.68,26.16,10.76

15,借6-15,,Ｈ型钢梁,t,39.6,8017.75,317502.9,25933.64,,208867.43,46006.49,23781.38,12913.96

16,5-2258,,钢构件手工除锈轻锈,kg,39600,0.34,13266,5789.52,,546.48,3140.28,2364.12,1425.6

17,借4-54HCP039000007,,零星构件(C20-20（32.5水泥）现浇碎石砼)换为【C30商品砼最大粒径20mm】限高架C30,m3,64.8,386.05,25016.23,2744.6,,19861.46,139.19,1632.7,638.28

18,借4-54HCP039000003,,零星构件(C20-20（32.5水泥）现浇碎石砼)换为【C20商品砼最大粒径20mm】限高架C20,m3,11.52,355.6,4096.55,487.93,,3180.14,24.74,290.26,113.47

19,借12-120,,零星构件模板,m3,76.32,1228.55,93762.63,16700.88,,61530.25,1777.34,8642.55,5111.61

20,10-203,,大口径井点(25m深)安装,根,10,4532.88,45328.76,9041.61,,12321.3,14989.48,5540.91,3435.46

21,10-204,,大口径井点(25m深)拆除,根,10,2211.22,22112.24,4465.55,,3706.88,9665.44,2638.47,1635.9

22,10-205,,大口径井点(25m深)使用,套·天,600,2160.96,1296576,154800,,187020,823068,81288,50400

23,B-3,,桥标,个,1,2000,2000,,,2000,,,

24,B-4,,金属网,m2,177,145,25665,,,25665,,,

25,B-5,,标志牌,个,2,300,600,,,600,,,

,,,架空,,,,1567945.41,,,,,,

1,7-10,,桥涵工程钻孔桩钢筋笼制作、安装,t,20.8,5760.17,119811.54,15902.43,,70695.04,11045.63,13315.95,8852.48

2,3-67换,,挖孔灌注桩安装混凝土护壁,m3,163.24,1131.17,184651.37,7847.6,,163305.3,4414.34,5870.93,3213.22

3,3-68HCP050000007,,人工挖孔桩灌注混凝土(C20-40（32.5水泥）现浇碎石砼)换为【C30商品砼最大粒径20mm】,m3,371.14,362.54,134553.1,15502.52,,99827.38,3983.82,9848.94,5390.44

编制人：,,证号：,,,,,,,编制日期：,,,,

工程预算表,,,,,,,,,,,,,

工程名称:,,平顶山市轻工路下穿平舞铁路立交桥工程,,,,,,,第5页总5页,,,,

序号,编号,,名称,单位,工程量,单价,合价,其中,,,,,

,,,,,,,,人工合价,,材料合价,机械合价,管理费合价,利润合价

4,3-235HCP050000007,,混凝土承台(C20-40（32.5水泥）现浇碎石砼)换为【C30商品砼最大粒径20mm】,m3,56,396.68,22213.8,2685.87,,15347.25,1464.57,1755.38,960.74

5,借12-69,,桩承台模板独立,m3,56,55.32,3098.14,1141.39,,906.58,109.93,590.8,349.44

6,借4-168,,现浇构件钢筋Ⅰ级钢筋Φ10以内,t,10.4,4230.62,43994.22,4614.66,,35276.84,272.97,2753.34,1076.4

7,借4-171,,现浇构件钢筋Ⅲ级钢筋综合,t,4.1,4400.6,18042.46,1193.55,,15338.8,205.37,843.7,461.05

8,借6-15,,Ｈ型钢梁【工字钢I100】,t,48.55,8017.75,389261.76,31794.91,,256073.58,56404.42,29156.22,15832.64

9,借6-15,,Ｈ型钢梁【工字钢I56c】,t,62.45,8017.75,500708.49,40897.88,,329388.15,72553.16,37503.72,20365.57

10,5-2258,,钢构件手工除锈轻锈,kg,111000,0.34,37185,16228.2,,1531.8,8802.3,6626.7,3996

11,8-53,,机械拆除工字钢管径(以内)Φ500,m,644,17.49,11266.26,4054.11,,,4575.88,1800.24,836.04

12,3-229,,凿截钻孔灌注桩,根,14,208.72,29