某顶管工程概算

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,

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

工程名称：顶管工程_顶管管段,,,,,,,,,,,,,,第1页共6页

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

序号,项目编码,项目名称,,单位,数量,人工费,材料费,机械使用费,企业管理费,利润,风险包干费,"综合单价

(元)","合价

(元)",

,,,,,,,,,企管费率,利润率,风险费率,,,

专业分部L01,,,,,,,,,,,,,,

1,01001,顶管管段,,,0,,,,,,,0.00,776000.00,

(1),补充2,φ1400顶管费用,,米,97,0.00,0.00,0.00,0.00,0.00,0.00,8000.00,776000.00,

,,,,,,,,,20%,2%,,,,

,,分部合计,,,,0.00,0.00,0.00,0.00,0.00,0.00,,776000.00,

,,分部分项清单合计,,,,0.00,0.00,0.00,0.00,0.00,0.00,,776000.00,

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

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,

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

工程名称：顶管工程_顶管工井,,,,,,,,,,,,,,第2页共6页

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

序号,项目编码,项目名称,,单位,数量,人工费,材料费,机械使用费,企业管理费,利润,风险包干费,"综合单价

(元)","合价

(元)",

,,,,,,,,,企管费率,利润率,风险费率,,,

专业分部L01,,,,,,,,,,,,,,

1,"L0101010100300

1",沉井（X#）Φ7.0×8.3m,,个,1,,,,,,,257832.15,257832.15,

(1),40505016,"沉井下沉人工挖土(井深8m以内

)三、四类土",,m3,448.85,45.41,0.00,8.82,7.05,1.23,0.00,62.51,28057.61,

,,,,,,,,,13%,2%,,,,

(2),40101050,人工装汽车土方,,m3,448.85,3.73,0.00,0.00,0.75,0.09,0.00,4.57,2051.24,

,,,,,,,,,20%,2%,,,,

(3),40101181换1,"自卸汽车运土载重4t运距(10

km以内)",,m3,448.85,0.00,0.03,19.68,3.94,0.47,0.00,24.12,10826.26,

,,,,,,,,,20%,2%,,,,

(4),40101228,沉井四周及顶部砂回填,,m3,210.67,2.21,38.99,0.00,0.44,0.83,0.00,42.47,8947.15,

,,,,,,,,,20%,2%,,,,

(5),40505004,沉井混凝土垫层,,m,26.06,80.99,153.89,44.38,16.30,5.91,0.00,301.47,7856.31,

,,,,,,,,,13%,2%,,,,

(6),40501005换1,碎石C15砼封底,,m3,42.85,64.61,281.27,9.74,9.67,7.31,0.00,372.60,15965.91,

,,,,,,,,,13%,2%,,,,

(7),40505009换1,"沉井制作底板(C30S6防水泵送

商品混凝土)",,m3,16.45,38.80,355.78,23.42,8.09,8.52,0.00,434.61,7149.33,

,,,,,,,,,13%,2%,,,,

(8),40505006换1,"沉井制作井壁(C30S6防水泵送

商品混凝土)",,m3,101.54,53.77,354.29,21.19,9.74,8.78,0.00,447.77,45466.57,

,,,,,,,,,13%,2%,,,,

(9),40505010换1,"沉井制作顶板(C30S6防水泵送

商品混凝土)",,m3,15.2,38.96,364.27,22.40,7.98,8.67,0.00,442.28,6722.66,

,,,,,,,,,13%,2%,,,,

(10),40507002,"现浇、预制构件钢筋现浇直径

(20mm以内)",,t,14.57,199.32,3764.68,50.31,32.45,80.94,0.00,4127.70,60140.59,

,,,,,,,,,13%,2%,,,,

(11),40507003,"现浇、预制构件钢筋现浇直径

(20mm以外)",,t,4.2,131.25,3818.61,37.60,21.95,80.19,0.00,4089.60,17176.32,

,,,,,,,,,13%,2%,,,,

(12),40507001,"现浇、预制构件钢筋现浇直径

(10mm以内)",,t,0.95,421.47,3309.05,25.38,58.09,76.28,0.00,3890.27,3695.76,

,,,,,,,,,13%,2%,,,,

(13),40304010,主筋焊接(φ25以内),,个,320,1.40,7.13,2.08,0.70,0.23,0.00,11.54,3692.80,

,,,,,,,,,20%,2%,,,,

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

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,

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

工程名称：顶管工程_顶管工井,,,,,,,,,,,,,,第3页共6页

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

序号,项目编码,项目名称,,单位,数量,人工费,材料费,机械使用费,企业管理费,利润,风险包干费,"综合单价

(元)","合价

(元)",

,,,,,,,,,企管费率,利润率,风险费率,,,

(14),40304008,铁爬梯焊接,,个,44,0.83,4.53,1.23,0.41,0.14,0.00,7.14,314.16,

,,,,,,,,,20%,2%,,,,

(15),40101310,铁件制作,,t,1.2,0.00,0.00,0.00,0.00,0.00,0.00,10950.00,13140.00,

,,,,,,,,,20%,2%,,,,

(16),40101311,铁件安装,,t,1.2,0.00,0.00,0.00,0.00,0.00,0.00,4790.00,5748.00,

,,,,,,,,,20%,2%,,,,

(17),40101312,铁件镀锌,,t,1.2,0.00,0.00,0.00,0.00,0.00,0.00,2500.00,3000.00,

,,,,,,,,,20%,2%,,,,

(18),B101001换1,M12×100膨胀螺栓,,套,88,2.82,2.18,0.00,0.56,0.11,0.00,5.67,498.96,

,,,,,,,,,20%,2%,,,,

(19),B101002换1,M16×150膨胀螺栓,,套,98,3.12,3.88,0.00,0.62,0.15,0.00,7.77,761.46,

,,,,,,,,,20%,2%,,,,

(20),10103009,截水带砖砌体,,m3,13.19,57.61,220.10,0.42,9.86,5.76,0.00,293.75,3874.56,

,,,,,,,,,17%,2%,,,,

(21),20102046,截水带粉刷,,m2,13.19,26.01,4.15,0.05,2.87,0.66,0.00,33.74,445.03,

,,,,,,,,,11%,2%,,,,

(22),40505007,"沉井制作井壁预留孔封堵及拆

除",,m3,2.36,205.43,186.34,71.69,36.03,9.99,0.00,509.48,1202.37,

,,,,,,,,,13%,2%,,,,

(23),40104069,拆除截水带,,m3,13.19,25.68,0.00,0.00,5.14,0.62,0.00,31.44,414.69,

,,,,,,,,,20%,2%,,,,

(24),40101050,人工装砖碴,,m3,13.19,3.73,0.00,0.00,0.75,0.09,0.00,4.57,60.28,

,,,,,,,,,20%,2%,,,,

(25),40401013,沉井提升砖碴,,m3,13.19,1.79,1.54,1.94,0.75,0.12,0.00,6.14,80.99,

,,,,,,,,,20%,2%,,,,

(26),40101300换1,"自卸汽车运石碴载重8t运距(

10km)",,m3,13.19,0.00,0.03,24.43,4.89,0.59,0.00,29.94,394.91,

,,,,,,,,,20%,2%,,,,

(27),40505127,沉井垫层面涂冷底子油一遍,,m2,38.52,0.58,8.45,0.00,0.08,0.18,0.00,9.29,357.85,

,,,,,,,,,13%,2%,,,,

(28),40505128换1,沉井垫层面涂沥青胶泥四遍,,m2,38.52,0.71,22.17,0.00,0.09,0.46,0.00,23.43,902.52,

,,,,,,,,,13%,2%,,,,

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

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,

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

工程名称：顶管工程_顶管工井,,,,,,,,,,,,,,第4页共6页

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

序号,项目编码,项目名称,,单位,数量,人工费,材料费,机械使用费,企业管理费,利润,风险包干费,"综合单价

(元)","合价

(元)",

,,,,,,,,,企管费率,利润率,风险费率,,,

(29),40505129,沉井外墙面涂冷底子油一遍,,m2,222.03,0.70,9.87,0.00,0.09,0.21,0.00,10.87,2413.47,

,,,,,,,,,13%,2%,,,,

(30),40505130换1,沉井外墙面涂沥青胶泥四遍,,m2,222.03,0.99,27.47,0.00,0.13,0.57,0.00,29.16,6474.39,

,,,,,,,,,13%,2%,,,,

2,"L0101010100300

2",沉井（W#）Φ4.5×7.7m,,个,1,,,,,,,162046.95,162046.95,

(1),40505016,"沉井下沉人工挖土(井深8m以内

)三、四类土",,m3,212.85,45.41,0.00,8.82,7.05,1.23,0.00,62.51,13305.25,

,,,,,,,,,13%,2%,,,,

(2),40101050,人工装汽车土方,,m3,212.85,3.73,0.00,0.00,0.75,0.09,0.00,4.57,972.72,

,,,,,,,,,20%,2%,,,,

(3),40101181换1,"自卸汽车运土载重4t运距(10

km以内)",,m3,212.85,0.00,0.03,19.68,3.94,0.47,0.00,24.12,5133.94,

,,,,,,,,,20%,2%,,,,

(4),40101228,沉井四周及顶部砂回填,,m3,68.67,2.21,38.99,0.00,0.44,0.83,0.00,42.47,2916.41,

,,,,,,,,,20%,2%,,,,

(5),40505004,沉井混凝土垫层,,m,21.71,80.99,153.89,44.38,16.30,5.91,0.00,301.47,6544.91,

,,,,,,,,,13%,2%,,,,

(6),40501005换1,碎石C15砼封底,,m3,21.71,64.61,281.27,9.74,9.67,7.31,0.00,372.60,8089.15,

,,,,,,,,,13%,2%,,,,

(7),40505009换1,"沉井制作底板(C30S6防水泵送

商品混凝土)",,m3,9.33,38.80,355.78,23.42,8.09,8.52,0.00,434.61,4054.91,

,,,,,,,,,13%,2%,,,,

(8),40505006换1,"沉井制作井壁(C30S6防水泵送

商品混凝土)",,m3,47.12,53.77,354.29,21.19,9.74,8.78,0.00,447.77,21098.92,

,,,,,,,,,13%,2%,,,,

(9),40505010换1,"沉井制作顶板(C30S6防水泵送

商品混凝土)",,m3,9.11,38.96,364.27,22.40,7.98,8.67,0.00,442.28,4029.17,

,,,,,,,,,13%,2%,,,,

(10),40507002,"现浇、预制构件钢筋现浇直径

(20mm以内)",,t,10.2,199.32,3764.68,50.31,32.45,80.94,0.00,4127.70,42102.54,

,,,,,,,,,13%,2%,,,,

(11),40507003,"现浇、预制构件钢筋现浇直径

(20mm以外)",,t,3.52,131.25,3818.61,37.60,21.95,80.19,0.00,4089.60,14395.39,

,,,,,,,,,13%,2%,,,,

(12),40507001,"现浇、预制构件钢筋现浇直径

(10mm以内)",,t,0.8,421.47,3309.05,25.38,58.09,76.28,0.00,3890.27,3112.22,

,,,,,,,,,13%,2%,,,,

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

分部分项工程量清单综合单价分析表,,,,,,,,,,,,,,

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

工程名称：顶管工程_顶管工井,,,,,,,,,,,,,,第5页共6页

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

序号,项目编码,项目名称,,单位,数量,人工费,材料费,机械使用费,企业管理费,利润,风险包干费,"综合单价

(元)","合价

(元)",

,,,,,,,,,企管费率,利润率,风险费率,,,

(13),40304010,主筋焊接(φ25以内),,个,250,1.40,7.13,2.08,0.70,0.23,0.00,11.54,2885.00,

,,,,,,,,,20%,2%,,,,

(14),40304008,铁爬梯焊接,,个,46,0.83,4.53,1.23,0.41,0.14,0.00,7.14,328.44,

,,,,,,,,,20%,2%,,,,

(15),40101310,铁件制作,,t,1.05,0.00,0.00,0.00,0.00,0.00,0.00,10950.00,11497.50,

,,,,,,,,,20%,2%,,,,

(16),40101311,铁件安装,,t,1.05,0.00,0.00,0.00,0.00,0.00,0.00,4790.00,5029.50,

,,,,,,,,,20%,2%,,,,

(17),40101312,铁件镀锌,,t,1.05,0.00,0.00,0.00,0.00,0.00,0.00,2500.00,2625.00,

,,,,,,,,,20%,2%,,,,

(18),B101001换1,M12×100膨胀螺栓,,套,44,2.82,2.18,0.00,0.56,0.11,0.00,5.67,249.48,

,,,,,,,,,20%,2%,,,,

(19),B101002换1,M16×150膨胀螺栓,,套,56,3.12,3.88,0.00,0.62,0.15,0.00,7.77,435.12,

,,,,,,,,,20%,2%,,,,

(20),10103009,截水带砖砌体,,m3,12.19,57.61,220.10,0.42,9.86,5.76,0.00,293.75,3580.81,

,,,,,,,,,17%,2%,,,,

(21),20102046,截水带粉刷,,m2,12.19,26.01,4.15,0.05,2.87,0.66,0.00,33.74,411.29,

,,,,,,,,,11%,2%,,,,

(22),40505007,"沉井制作井壁预留孔封堵及拆

除",,m3,2.16,205.43,186.34,71.69,36.03,9.99,0.00,509.48,1100.48,

,,,,,,,,,13%,2%,,,,

(23),40104069,拆除截水带,,m3,12.19,25.68,0.00,0.00,5.14,0.62,0.00,31.44,383.25,

,,,,,,,,,20%,2%,,,,

(24),40101050,人工装砖碴,,m3,12.19,3.73,0.00,0.00,0.75,0.09,0.00,4.57,55.71,

,,,,,,,,,20%,2%,,,,

(25),40401013,沉井提升砖碴,,m3,12.19,1.79,1.54,1.94,0.75,0.12,0.00,6.14,74.85,

,,,,,,,,,20%,2%,,,,

(26),40101300换1,"自卸汽车运石碴载重8t运距(

10km)",,m3,12.19,0.00,0.03,24.43,4.89,0.59,0