工程成本測算(帶公式,直接套定額)

直接成本測算明細(xì)表,,,,,,,,,,,,,,,,,,,,,,,定額查詢,,,,,,,,,,

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

章節(jié)號,項目名稱,項目特征,計量單位,子（分）公司合同收入,,,數(shù)量,,,成本預(yù)測,,,,,,,,,,合價差,合價差率（％）,備注,清單編碼（與合同子目清單層次對應(yīng)）,匯總標(biāo)志,定額類別,定額號,定額名稱,型號規(guī)格,單位,基本限價,計量規(guī)則,費用組成,工作內(nèi)容

,,,,合同清單,,,,,,單價,,,,,合價,,,,測算直接成本單價,,,,要求：編碼要求每級兩位，首位編碼為字母（章2位A-，節(jié)2位01，其他每級2位編碼，總計不填，總計后其他另行設(shè)定公式）,清單最低級為1，其他為0或不填,,,,,,,,,

,,,,數(shù)量,單價,合價,分劈,施工圖,實測數(shù)量,工機單價,工費換算系數(shù),主要材料單價,材料消耗系數(shù),綜合單價,工機費,材料費,其他直接費,合計,,,,,,,,,,,,,,,

,,,,,,,1,2,3,4,,5,6,7=4+5*6,8=3*4,9=3*5*6,10,11=8+9+10,12=11/3,13＝收入合價－11,14＝13/收入合價,,,,,,,,,,,,

中華大街南延（南二環(huán)-南三環(huán)）道路工程-道路工程施工1標(biāo)段（K0+000-K1+800）,,,km,1.8,,117801626,,,,,,,,,,,,,,,,二級路,,,,,,,,,,,

Ⅰ,第一部分建筑安裝工程費,,元,,,117801626,,,,,,,,,24237949,75579116,0,99817065,0,17984561,15.27%,,Ⅰ-,,,,,,,0.00,,,

一,中華大街南延（南二環(huán)-南三環(huán)）道路工程-道路工程施工1標(biāo)段路基工程,,元,,,59058059,,,0,0,1,0,1,0,13505758,38291798,0,51797556,0,7260503,12.29%,,Ⅰ-A-,,,,,,,0.00,,,

1,中華大街南延（南二環(huán)-南三環(huán)）道路工程-道路工程施工1標(biāo)段路基工程拆除及路基,,元,,,16382242,,,0,0,1,0,1,0,5958184,6870629,0,12828813,0,3553429,21.69%,,Ⅰ-A-10,,,,,,,0.00,,,

1,挖基坑內(nèi)土方,"1.土壤類別：一、二類土

2.工程量需現(xiàn)場確認(rèn)

3.清單量同定額量",m3,11472.64,5.07,58166,,,11472.64,2.318754,1,0,1,2.32,26602,0,0,26602,2.32,31564,54.27%,,Ⅰ-A-1001,1,GLD,GLD200-03-01-01,機械挖裝車,0,立方米,2.32,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、就位、挖、裝車，推土機輔助及清理工作面

2,余方棄置,"1.綜合單價25元/m3(不含稅)

2.工程量需現(xiàn)場確認(rèn)后，予以計量

3.清單量同定額量",m3,11472.64,25,286816,,,11472.64,0,1,0,1,14.97,171698,0,0,171698,14.97,115118,40.14%,,Ⅰ-A-1002,,,,,,,0.00,,,

,余方棄置—清單子項,,m3,11472.64,25,286816,,,11472.64,2.9973,1,0,1,3,34387,0,0,34387,3,252429,88.01%,,Ⅰ-A-100201,1,GLD,GLD200-03-01-02,自卸汽車運土,≤1Km,立方米,3.00,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、等待裝車、運、空回；棄土場平整

,增運14km,,m3,11472.64,,0,,,11472.64,0.8549,14,0,1,11.97,137311,0,0,137311,11.97,-137311,0.00%,,Ⅰ-A-100201,1,GLD,GLD200-03-01-03,自卸汽車運土,每增運1Km,立方米,0.85,按施工圖示開挖斷面尺寸壓實方和現(xiàn)場實際測量運距計算,全部費用,0

3,單向拉伸HDPE塑料土工格柵EG200R,1.技術(shù)指標(biāo)見圖紙D29,㎡,35717,28.31,1011148,,,35717,0,1,0,1,22.42,35717,765058,0,800775,22.42,210373,20.81%,,Ⅰ-A-1003,,,,,,,0.00,,,

,單向拉伸HDPE塑料土工格柵EG200R—清單子項,,㎡,35717,28.31,1011148,,,35717,1,1,0,1,1,35717,0,0,35717,1,975431,96.47%,,Ⅰ-A-100301,1,,,,,,0.00,,,

,單向拉伸HDPE塑料土工格柵EG200R,,㎡,35717,,0,,,35717,0,1,21,1.02,21.42,0,765058,0,765058,21.42,-765058,0.00%,,Ⅰ-A-100301,1,ZCL,ZCL098,單向拉伸HDPE塑料土工格柵,EG200R,㎡,21.00,0,21,0

4,單向拉伸HDPE塑料土工格柵EG130R,1.技術(shù)指標(biāo)見圖紙D29,㎡,22942.3,18.56,425809,,,22942.3,0,1,0,1,13.75,22942,292514,0,315456,13.75,110353,25.92%,,Ⅰ-A-1004,,,,,,,0.00,,,

,單向拉伸HDPE塑料土工格柵EG130R—清單子項,,㎡,22942.3,18.56,425809,,,22942.3,1,1,0,1,1,22942,0,0,22942,1,402867,94.61%,,Ⅰ-A-100401,1,,,,,,0.00,,,

,單向拉伸HDPE塑料土工格柵EG130R,,㎡,22942.3,,0,,,22942.3,0,1,12.5,1.02,12.75,0,292514,0,292514,12.75,-292514,0.00%,,Ⅰ-A-100401,1,ZCL,ZCL099,單向拉伸HDPE塑料土工格柵,EG130R,㎡,12.50,0,12.5,0

5,單向拉伸HDPE塑料土工格柵EG90R,1.技術(shù)指標(biāo)見圖紙D29,㎡,44096.9,15.58,687030,,,44096.9,0,1,0,1,9.16,44097,359831,0,403928,9.16,283102,41.21%,,Ⅰ-A-1005,,,,,,,0.00,,,

,單向拉伸HDPE塑料土工格柵EG90R—清單子項,,㎡,44096.9,15.58,687030,,,44096.9,1,1,0,1,1,44097,0,0,44097,1,642933,93.58%,,Ⅰ-A-100501,1,,,,,,0.00,,,

,單向拉伸HDPE塑料土工格柵EG90R,,㎡,44096.9,,0,,,44096.9,0,1,8,1.02,8.16,0,359831,0,359831,8.16,-359831,0.00%,,Ⅰ-A-100501,1,ZCL,ZCL100,單向拉伸HDPE塑料土工格柵,EG90R,㎡,8.00,0,8,0

6,塑料土工格柵HDPE連接棒,,m,4562.39,9.88,45076,,,4562.39,0,1,1,1.02,1.02,0,4654,0,4654,1.02,40422,89.68%,,Ⅰ-A-1006,1,ZCL,ZCL101,塑料土工格柵HDPE連接棒,0,m,1.00,0,1,0

7,混凝土擋墻,"1.預(yù)拌C30預(yù)拌混凝土

2.沉降縫采用二氈三油

3.泄水管（DN100）安裝

4.模板及腳手架

5.泵送",m3,536.31,584.75,313607,,,536.31,0,1,0,1,409.75,61021,158730,0,219751,409.75,93856,29.93%,,Ⅰ-A-1007,,,,,,,0.00,,,

,混凝土擋墻—清單子項,,m3,536.31,584.75,313607,,,536.31,113.3,1,0,1,113.3,60764,0,0,60764,113.3,252843,80.62%,,Ⅰ-A-100701,1,GLD,GLD200-13-03,混凝土擋土墻,0,立方米,113.30,按施工圖示尺寸計算實際圬工體積,除混凝土外全部費用,開挖基坑，搭拆腳手架、模板安拆、安裝排水管、澆筑及養(yǎng)護，清理工作場地

,預(yù)拌C30預(yù)拌混凝土,,m3,536.31,,0,,,536.31,0,1,260,1,260,0,139441,0,139441,260,-139441,0.00%,,Ⅰ-A-100701,1,FHL,FHL018,C30泵送混凝土,C30泵送,m3,260.00,0,260,0

,泄水管,,m,88.32,,0,,,88.32,2.91,1,0,1,2.91,257,0,0,257,2.91,-257,0.00%,,Ⅰ-A-100701,1,GSD,GSD500-03-08,透水軟管,0,米,2.91,按施工圖數(shù)量計算,除主要材料費外全部費用,加工、安裝、檢查

,泄水管,,m,88.32,,0,,,88.32,0,1,90,1.01,90.9,0,8028,0,8028,90.9,-8028,0.00%,,Ⅰ-A-100701,1,ZCL,ZCL118,泄水管,150鑄鐵,m,90.00,0,90,0

,沉降縫,,m,220.8,,0,,,220.8,0,1,50,1.02,51,0,11261,0,11261,51,-11261,0.00%,,Ⅰ-A-100701,1,,,,,,0.00,,,

8,現(xiàn)澆構(gòu)件鋼筋,"1.鋼筋規(guī)格:10以內(nèi)

2.部位:擋土墻",t,1.21,6542.45,7916,,,1.21,0,1,0,1,4263.64,544,4615,0,5159,4263.64,2757,34.83%,,Ⅰ-A-1008,,,,,,,0.00,,,

,現(xiàn)澆構(gòu)件鋼筋—清單子項,,t,1.21,6542.45,7916,,,1.21,449.9967,1,0,1,449.59,544,0,0,544,449.59,7372,93.13%,,Ⅰ-A-100801,1,GLD,GLD200-13-04,擋墻鋼筋制安,0,噸,450.00,按施工圖示計算重量，不計搭接及損耗,除鋼筋外全部費用,鋼筋制作及綁扎、安放、定位、校正

,現(xiàn)澆構(gòu)件鋼筋,,t,1.21,,0,,,1.21,0,1,3795,1.005,3814.05,0,4615,0,4615,3814.05,-4615,0.00%,,Ⅰ-A-100801,1,ZCL,ZCL002,圓鋼,0,t,3795.00,3147.25,3795,0

9,現(xiàn)澆構(gòu)件鋼筋,"1.鋼筋規(guī)格:10以外

2.部位:擋土墻",t,87.48,6203.22,542658,,,87.48,0,1,0,1,4263.98,39366,333647,0,373013,4263.98,169645,31.26%,,Ⅰ-A-1009,,,,,,,0.00,,,

,現(xiàn)澆構(gòu)件鋼筋—清單子項,,t,87.48,6203.22,542658,,,87.48,449.9967,1,0,1,450,39366,0,0,39366,450,503292,92.75%,,Ⅰ-A-100901,1,GLD,GLD200-13-04,擋墻鋼筋制安,0,噸,450.00,按施工圖示計算重量，不計搭接及損耗,除鋼筋外全部費用,鋼筋制作及綁扎、安放、定位、校正

,現(xiàn)澆構(gòu)件鋼筋,,t,87.48,,0,,,87.48,0,1,3795,1.005,3813.98,0,333647,0,333647,3813.98,-333647,0.00%,,Ⅰ-A-100901,1,ZCL,ZCL003,螺紋鋼,0,t,3795.00,3110.28,3795,0

10,挖擋墻條基土方,"1.土壤類別：一、二類土

2.清單量同定額量",m3,65.18,5.01,327,,,65.18,2.318754,1,0,1,2.32,151,0,0,151,2.32,176,53.82%,,Ⅰ-A-1010,1,GLD,GLD200-03-01-01,機械挖裝車,0,立方米,2.32,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、就位、挖、裝車，推土機輔助及清理工作面

11,余方棄置清單量同定額量,"1.綜合單價25元/m3(不含稅)

2.工程量需現(xiàn)場確認(rèn)后，予以計量

3.清單量同定額量",m3,65.18,25,1630,,,65.18,0,1,0,1,14.96,975,0,0,975,14.96,655,40.18%,,Ⅰ-A-1011,,,,,,,0.00,,,

,余方棄置清單量同定額量—清單子項,,m3,65.18,25,1630,,,65.18,2.9973,1,0,1,2.99,195,0,0,195,2.99,1435,88.04%,,Ⅰ-A-101101,1,GLD,GLD200-03-01-02,自卸汽車運土,≤1Km,立方米,3.00,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、等待裝車、運、空回；棄土場平整

,增運14km,,m3,65.18,,0,,,65.18,0.8549,14,0,1,11.97,780,0,0,780,11.97,-780,0.00%,,Ⅰ-A-101101,1,GLD,GLD200-03-01-03,自卸汽車運土,每增運1Km,立方米,0.85,按施工圖示開挖斷面尺寸壓實方和現(xiàn)場實際測量運距計算,全部費用,0

12,混凝土擋墻條基,"1.預(yù)拌C30預(yù)拌混凝土

2.泵送",m3,65.18,332.18,21651,,,65.18,0,1,0,1,374.61,7385,17032,0,24417,374.61,-2766,-12.78%,,Ⅰ-A-1012,,,,,,,0.00,,,

,混凝土擋墻條基—清單子項,,m3,65.18,332.18,21651,,,65.18,113.3,1,0,1,113.3,7385,0,0,7385,113.3,14266,65.89%,,Ⅰ-A-101201,1,GLD,GLD200-13-03,混凝土擋土墻,0,立方米,113.30,按施工圖示尺寸計算實際圬工體積,除混凝土外全部費用,開挖基坑，搭拆腳手架、模板安拆、安裝排水管、澆筑及養(yǎng)護，清理工作場地

,預(yù)拌C30預(yù)拌混凝土,,m3,65.18,,0,,,65.18,0,1,260,1.005,261.31,0,17032,0,17032,261.31,-17032,0.00%,,Ⅰ-A-101201,1,FHL,FHL018,C30泵送混凝土,C30泵送,m3,260.00,0,260,0

13,漿砌片石護腳,1.片石,m3,977.66,298.11,291450,,,977.66,0,1,0,1,238.25,97769,135154,0,232923,238.25,58527,20.08%,,Ⅰ-A-1013,,,,,,,0.00,,,

,漿砌片石護腳—清單子項,,m3,977.66,298.11,291450,,,977.66,100.0027,1,0,1,100,97769,0,0,97769,100,193681,66.45%,,Ⅰ-A-101301,1,GLD,GLD200-12-02,漿砌片石護坡,0,立方米,100.00,按施工圖示尺寸計算實際圬工體積,除片石、水泥、砂外全部費用,挖基、選修片石及洗刷、拌制砂漿、鋪漿、安砌及勾縫、安砌水孔、整理及養(yǎng)生，施工縫處理，清理工作場地

,片石,,m3,1143.86,,0,,,1143.86,0,1,73.5,1.1,80.85,0,92481,0,92481,80.85,-92481,0.00%,,Ⅰ-A-101301,1,ZCL,ZCL094,開采片石,機械費,m3,73.50,48.41,73.5,0

,M7.5水泥砂漿,,m3,322.63,,0,,,322.63,0,1,129.67194,1.02,132.27,0,42673,0,42673,132.27,-42673,0.00%,,Ⅰ-A-101301,1,FHL,FHL051,M7.5水泥砂漿,M7.5,m3,129.67,129.67194,0,0

14,混凝土帽石,"1.預(yù)拌C30預(yù)拌混凝土

2.模板

3.泵送",m3,137.803,347.18,47842,,,137.803,0,1,0,1,375.9,15613,36187,0,51800,375.9,-3958,-8.27%,,Ⅰ-A-1014,,,,,,,0.00,,,

,混凝土帽石—清單子項,,m3,137.803,347.18,47842,,,137.803,113.3,1,0,1,113.3,15613,0,0,15613,113.3,32229,67.37%,,Ⅰ-A-101401,1,GLD,GLD200-13-03,混凝土擋土墻,0,立方米,113.30,按施工圖示尺寸計算實際圬工體積,除混凝土外全部費用,開挖基坑，搭拆腳手架、模板安拆、安裝排水管、澆筑及養(yǎng)護，清理工作場地

,預(yù)拌C30預(yù)拌混凝土,,m3,137.803,,0,,,137.803,0,1,260,1.01,262.6,0,36187,0,36187,262.6,-36187,0.00%,,Ⅰ-A-101401,1,FHL,FHL018,C30泵送混凝土,C30泵送,m3,260.00,0,260,0

15,袋裝圓礫土碼砌,1.具體要求見圖紙說明,m3,804.47,114.81,92361,,,804.47,41.62576,1,0,1,41.63,33487,0,0,33487,41.63,58874,63.74%,,Ⅰ-A-1015,1,GQD,GQD400-03-01,土壩圍堰,編織袋圍堰,立方米,41.63,按現(xiàn)場實際完成的技術(shù)交底內(nèi)圍堰體積計算,全部費用,挖、裝、運100m，卸土、整平、夯實、拆除清理

16,回填碎石土（K0+513-0+606.11段深基坑）清單量同定額量,"1.碎石含量不低于30%。且填料最大粒徑不大于20CM

2.清單量同定額量",m3,48311.06,38.12,1841618,,,48311.06,0,1,0,1,37.21,290103,1507740,0,1797843,37.21,43775,2.38%,,Ⅰ-A-1016,,,,,,,0.00,,,

,回填碎石土（K0+513-0+606.11段深基坑）清單量同定額量—清單子項,,m3,48311.06,38.12,1841618,,,48311.06,6.0049,1,0,1,6,290103,0,0,290103,6,1551515,84.25%,,Ⅰ-A-101601,1,GLD,GLD200-06-01,滲水料填筑,0,立方米,6.00,按施工圖所示，以壓實體積計算,全部費用,人工配合機械整平、灑水、小型壓實機械碾壓、包含修整路堤邊坡及路面、含鋪設(shè)土工材料

,碎石,,m3,14493.32,,0,,,14493.32,0,1,101,1.03,104.03,0,1507740,0,1507740,104.03,-1507740,0.00%,,Ⅰ-A-101601,1,ZCL,ZCL013,碎石31.5,0,m3,101.00,0,101,0

17,回填8%灰土（K0+606.11-0+770段深基坑）,1.清單量同定額量,m3,83034.61,28.94,2403022,,,83034.61,0,1,0,1,33.7,498615,2299690,0,2798305,33.7,-395283,-16.45%,,Ⅰ-A-1017,,,,,,,0.00,,,

,回填8%灰土（K0+606.11-0+770段深基坑）—清單子項,,m3,83034.61,28.94,2403022,,,83034.61,6.0049,1,0,1,6,498615,0,0,498615,6,1904407,79.25%,,Ⅰ-A-101701,1,GLD,GLD200-06-01,滲水料填筑,0,立方米,6.00,按施工圖所示，以壓實體積計算,全部費用,人工配合機械整平、灑水、小型壓實機械碾壓、包含修整路堤邊坡及路面、含鋪設(shè)土工材料

,白石灰,,t,9226.07,,0,,,9226.07,0,1,242,1.03,249.26,0,2299690,0,2299690,249.26,-2299690,0.00%,,Ⅰ-A-101701,1,ZCL,ZCL106,白石灰,0,t,242.00,0,242,0

18,摻6%水泥地基處理（K0+606.11-0+770段深基坑）,"1.厚度：20CM

2.清單量同定額量",m2,4588.92,14.4,66080,,,4588.92,0,1,0,1,4.96,5511,17244,0,22755,4.96,43325,65.56%,,Ⅰ-A-1018,,,,,,,0.00,,,

,摻6%水泥地基處理（K0+606.11-0+770段深基坑）—清單子項,,m2,4588.92,14.4,66080,,,4588.92,0,1,0,1,0,0,0,0,0,0,66080,100.00%,,Ⅰ-A-101801,1,,,,,,0.00,,,

,摻6%水泥地基處理,,m3,917.78,,0,,,917.78,6.0049,1,0,1,6,5511,0,0,5511,6,-5511,0.00%,,Ⅰ-A-101801,1,GLD,GLD200-06-01,滲水料填筑,0,立方米,6.00,按施工圖所示，以壓實體積計算,全部費用,人工配合機械整平、灑水、小型壓實機械碾壓、包含修整路堤邊坡及路面、含鋪設(shè)土工材料

,水泥,,t,55.067,,0,,,55.067,0,1,307,1.02,313.15,0,17244,0,17244,313.15,-17244,0.00%,,Ⅰ-A-101801,1,ZCL,ZCL009,水泥42.5,0,t,307.00,494.18,307,0

19,中華大街南延全長范圍內(nèi)土方倒運,"1.土方單向倒運，按6元/M3計入，（不含稅）

2.清單量同定額量

3.工程量需現(xiàn)場確認(rèn)后，予以計量",m3,18432.6,6,110596,,,18432.6,2.9973,1,0,1,3,55248,0,0,55248,3,55348,50.05%,,Ⅰ-A-1019,1,GLD,GLD200-03-01-02,自卸汽車運土,≤1Km,立方米,3.00,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、等待裝車、運、空回；棄土場平整

20,土方5公里內(nèi)場外倒運,"1.清單量同定額量

2.工程量需現(xiàn)場確認(rèn)后，予以計量",m3,122944.211,10.47,1287226,,,122944.211,0.8549,5,0,1,4.27,525525,0,0,525525,4.27,761701,59.17%,,Ⅰ-A-1020,1,GLD,GLD200-03-01-03,自卸汽車運土,每增運1Km,立方米,0.85,按施工圖示開挖斷面尺寸壓實方和現(xiàn)場實際測量運距計算,全部費用,0

21,欄桿外圍墻,"1.1.8米高，做法選用圖集12J9-1,3頁磚圍墻2

2.雙面抹灰刷涂料

3.墻體材料：非粘土實心磚",m3,40.22,545.27,21931,,,40.22,0,1,0,1,756.79,14895,15543,0,30438,756.79,-8507,-38.79%,,Ⅰ-A-1021,,,,,,,0.00,,,

,欄桿外圍墻—清單子項,,m3,40.22,545.27,21931,,,40.22,194.9996,1,0,1,195,7843,0,0,7843,195,14088,64.24%,,Ⅰ-A-102101,1,FJZ,FJZ01-02-02,內(nèi)外磚墻,機制紅磚,立方米,195.00,按現(xiàn)場實際完成的施工圖內(nèi)的數(shù)量計算,除磚、砂漿外全部費用,"調(diào)、運、鋪砂漿、運磚和砌磚(包括墻體、窗臺虎頭磚、腰線、門窗套,安放木磚、鐵件等)、刮縫、材料運輸、腳手架搭拆等"

,抹面,,m2,350,,0,,,350,14.9968,1,0,1,15,5249,0,0,5249,15,-5249,0.00%,,Ⅰ-A-102101,1,FJZ,FJZ02-02-01-01,墻面一般抹灰,0,平方米,15.00,按設(shè)計圖所示，以現(xiàn)場實際完成的合格數(shù)量計算,除砂漿外全部費用,"清理、修補、濕潤基層表面、堵墻眼,調(diào)運砂漿、分層抹灰找平、刷漿、灑水濕潤、罩面壓光(包括門窗洞口側(cè)壁及護角線抹灰),清掃落地灰等"

,刷涂料,,m2,350,,0,,,350,5.15,1,0,1,5.15,1803,0,0,1803,5.15,-1803,0.00%,,Ⅰ-A-102101,1,FJZ,FJZ02-02-01-03,抹灰面涂料、乳膠漆,0,平方米,5.15,按設(shè)計圖所示，以現(xiàn)場實際完成的合格數(shù)量計算,除涂料、油漆材料費外全部費用,刷涂料、乳膠漆二遍等

,磚,,千塊,20.59264,,0,,,20.59264,0,1,250,1.005,251.25,0,5174,0,5174,251.25,-5174,0.00%,,Ⅰ-A-102101,1,ZCL,ZCL083,青（紅）磚,0,千塊,250.00,550.79,250,0

,沙子,,t,14.8814,,0,,,14.8814,0,1,50,1.03,51.47,0,766,0,766,51.47,-766,0.00%,,Ⅰ-A-102101,1,ZCL,ZCL011,中粗砂,0,m3,50.00,0,50,0

,水泥,,t,30.9694,,0,,,30.9694,0,1,307,1.01,310.08,0,9603,0,9603,310.08,-9603,0.00%,,Ⅰ-A-102101,1,ZCL,ZCL009,水泥42.5,0,t,307.00,494.18,307,0

22,機械成孔灌注樁（Φ1200mm，有效樁長24.8m）,"1.機械成孔

2.空樁施工

3.護筒埋設(shè)

4.灌注C30水下混凝土（不泵送）

5.鑿樁頭

6.余方棄置

7.泥漿制作及外運

8.空鉆施工",m,967.2,1332.85,1289133,,,967.2,0,1,0,1,554.77,257617,278961,0,536578,554.77,752555,58.38%,,Ⅰ-A-1022,,,,,,,0.00,,,

,機械成孔灌注樁（Φ1200mm，有效樁長24.8m）—清單子項,,m,967.2,1332.85,1289133,,,967.2,240.0003,1,0,1,240,232128,0,0,232128,240,1057005,81.99%,,Ⅰ-A-102201,1,GQD,GQD400-02-07,鉆孔樁土質(zhì),樁徑1.25m,延米,240.00,按施工圖有效樁長計算,除鋼筋、混凝土外全部費用,鉆架就位、安裝鉆頭及鉆具、鉆進、提鉆、取碴、投粘土、換漿清孔，20m以內(nèi)運輸，下鋼筋籠、校正、定位、灌注混凝土，含鋼護筒，清理工作場地

,鑿除樁頭,,個,39,,0,,,39,234,1,0,1,234,9126,0,0,9126,234,-9126,0.00%,,Ⅰ-A-102201,1,GQD,GQD400-02-23,鑿樁頭,直徑＜1.5m,個,234.00,按實際數(shù)量計算,全部費用,施工準(zhǔn)備；基坑清理；鑿樁頭；廢料吊裝、運輸（20米內(nèi)），與鑿樁相關(guān)的各項措施項目（如電力接線、空壓機轉(zhuǎn)運等）

,混凝土,,m3,1093.32,,0,,,1093.32,0,1,243,1.05,255.15,0,278961,0,278961,255.15,-278961,0.00%,,Ⅰ-A-102201,1,FHL,FHL004,C30混凝土,C30,m3,243.00,350,243,0

,余方棄置運距15km,,m3,1093.32,,0,,,1093.32,2.9973,1,0,1,3,3277,0,0,3277,3,-3277,0.00%,,Ⅰ-A-102201,1,GLD,GLD200-03-01-02,自卸汽車運土,≤1Km,立方米,3.00,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、等待裝車、運、空回；棄土場平整

,增運14km,,m3,1093.32,,0,,,1093.32,0.8549,14,0,1,11.97,13086,0,0,13086,11.97,-13086,0.00%,,Ⅰ-A-102201,1,GLD,GLD200-03-01-03,自卸汽車運土,每增運1Km,立方米,0.85,按施工圖示開挖斷面尺寸壓實方和現(xiàn)場實際測量運距計算,全部費用,0

23,鋼筋籠,"1.鋼筋種類：HPB300\HRB400

2.鋼筋規(guī)格：綜合

3.部位:灌注樁

4.鋼筋運輸",t,78.09,6978.44,544946,,,78.09,0,1,0,1,4271.93,32798,300797,0,333595,4271.93,211351,38.78%,,Ⅰ-A-1023,,,,,,,0.00,,,

,鋼筋籠—清單子項,,t,78.09,6978.44,544946,,,78.09,420.0031,1,0,1,420,32798,0,0,32798,420,512148,93.98%,,Ⅰ-A-102301,1,GQD,GQD400-02-22,鉆孔樁或挖孔樁鋼筋籠的制安,陸上,噸,420.00,按施工圖計算重量，不計搭接及損耗,除鋼筋外全部費用,鋼筋除銹、鋼筋籠制作、綁扎、現(xiàn)場運輸、配合下鋼筋籠、孔口焊接

,鋼筋,,t,78.09,,0,,,78.09,0,1,3795,1.015,3851.93,0,300797,0,300797,3851.93,-300797,0.00%,,Ⅰ-A-102301,1,ZCL,ZCL003,螺紋鋼,0,t,3795.00,3110.28,3795,0

24,冠梁,"1.預(yù)拌混凝土C30砼

2.模板

3.泵送",m3,110.5,436.05,48184,,,110.5,0,1,0,1,360,11050,28730,0,39780,360,8404,17.44%,,Ⅰ-A-1024,,,,,,,0.00,,,

,冠梁—清單子項,,m3,110.5,436.05,48184,,,110.5,100.0027,1,0,1,100,11050,0,0,11050,100,37134,77.07%,,Ⅰ-A-102401,1,GQD,GQD400-04-01-02,系梁混凝土,0,立方米,100.00,按施工圖示圬工體積計算,除混凝土、模板外全部費用,模板及腳手架安拆，混凝土澆筑、振搗及養(yǎng)護，接口鑿毛

,預(yù)拌混凝土C30砼,,m3,110.5,,0,,,110.5,0,1,260,1,260,0,28730,0,28730,260,-28730,0.00%,,Ⅰ-A-102401,1,FHL,FHL018,C30泵送混凝土,C30泵送,m3,260.00,0,260,0

25,現(xiàn)澆構(gòu)件鋼筋,"1.鋼筋規(guī)格:Φ10以內(nèi)

2.部位:冠梁",t,2.41,6536.78,15754,,,2.41,0,1,0,1,4234.02,1012,9192,0,10204,4234.02,5550,35.23%,,Ⅰ-A-1025,,,,,,,0.00,,,

,現(xiàn)澆構(gòu)件鋼筋—清單子項,,t,2.41,6536.78,15754,,,2.41,420.0031,1,0,1,419.92,1012,0,0,1012,419.92,14742,93.58%,,Ⅰ-A-102501,1,GQD,GQD400-04-01-03,基礎(chǔ)及承臺、系梁鋼筋,0,噸,420.00,按施工圖示計算重量，不計搭接及損耗,除鋼筋外全部費用,鋼筋除銹、制作、綁扎、安裝、定位、校正

,鋼筋,,t,2.41,,0,,,2.41,0,1,3795,1.005,3814.11,0,9192,0,9192,3814.11,-9192,0.00%,,Ⅰ-A-102501,1,ZCL,ZCL002,圓鋼,0,t,3795.00,3147.25,3795,0

26,現(xiàn)澆構(gòu)件鋼筋,"1.鋼筋規(guī)格:Φ10以外

2.部位:冠梁",t,8.15,6197.21,50507,,,8.15,0,1,0,1,4271.9,3423,31393,0,34816,4271.9,15691,31.07%,,Ⅰ-A-1026,,,,,,,0.00,,,

,現(xiàn)澆構(gòu)件鋼筋—清單子項,,t,8.15,6197.21,50507,,,8.15,420.0031,1,0,1,420,3423,0,0,3423,420,47084,93.22%,,Ⅰ-A-102601,1,GQD,GQD400-04-01-03,基礎(chǔ)及承臺、系梁鋼筋,0,噸,420.00,按施工圖示計算重量，不計搭接及損耗,除鋼筋外全部費用,鋼筋除銹、制作、綁扎、安裝、定位、校正

,鋼筋,,t,8.15,,0,,,8.15,0,1,3795,1.015,3851.9,0,31393,0,31393,3851.9,-31393,0.00%,,Ⅰ-A-102601,1,ZCL,ZCL003,螺紋鋼,0,t,3795.00,3110.28,3795,0

27,錨索,"1.規(guī)格:3S17.8、4S17.8預(yù)應(yīng)力錨索

2.鉆孔直徑150mm

3.錨頭制作

4.錨孔注漿",t,36.33,20363.06,739790,,,36.33,0,1,0,1,21373,585640,190841,0,776481,21373,-36691,-4.96%,,Ⅰ-A-1027,,,,,,,0.00,,,

,錨索—清單子項,,t,36.33,20363.06,739790,,,36.33,0,1,0,1,0,0,0,0,0,0,739790,100.00%,,Ⅰ-A-102701,1,,,,,,0.00,,,

,錨索,,m,11262.3,,0,,,11262.3,52,1,0,1.06,52,585640,0,0,585640,52,-585640,0.00%,,Ⅰ-A-102701,1,GLD,GLD200-13-06,預(yù)應(yīng)力錨索,鉆孔壓漿,米,137.94,按合格的錨索錨固段長度與自由段長度之和（即從錨板后到導(dǎo)向帽頭之間的距離）,除鋼絞線、錨具及其壓漿材料外全部費用,腳手架搭拆，坡面清理、定位、鉆孔，漿液制作、壓漿，錨索制作、安裝、張拉，錨墩、承壓板制作，錨固，防銹處理

,鋼絞線,,t,36.33,,0,,,36.33,0,1,5100,1.03,5252.99,0,190841,0,190841,5252.99,-190841,0.00%,,Ⅰ-A-102701,1,ZCL,ZCL053,鋼絞線普通，無松弛,0,t,5100.00,5018.8,5100,0

28,1.80mm厚C25砼錨噴,,m2,1725.5,51.61,89053,,,1725.5,0,1,0,1,30.2,17257,34855,0,52112,30.2,36941,41.48%,,Ⅰ-A-1028,,,,,,,0.00,,,

,1.80mm厚C25砼錨噴—清單子項,,m2,1725.5,51.61,89053,,,1725.5,10.0013,1,0,1,10,17257,0,0,17257,10,71796,80.62%,,Ⅰ-A-102801,1,GLD,GLD200-12-05,噴射混凝土護坡,掛網(wǎng)（10cm厚),平方米,10.00,按施工圖示尺寸計算實際圬工面積,除鋼筋、水泥、砂、碎石、外加劑外全部費用,鋼筋網(wǎng)制安、定位、校正，混凝土拌制、沖洗巖面、噴射、收回彈料、養(yǎng)生、清理工作場地

,C25砼,,m3,138.04,,0,,,138.04,0,1,250,1.01,252.5,0,34855,0,34855,252.5,-34855,0.00%,,Ⅰ-A-102801,1,FHL,FHL017,C25泵送混凝土,C25泵送,m3,250.00,0,250,0

29,鋼筋網(wǎng)片,"1.鋼筋規(guī)格:φ8@150*150

2.部位:錨噴砼內(nèi)",t,9.99,4886.86,48820,,,9.99,0,1,0,1,4364.06,5495,38102,0,43597,4364.06,5223,10.70%,,Ⅰ-A-1029,,,,,,,0.00,,,

,鋼筋網(wǎng)片—清單子項,,t,9.99,4886.86,48820,,,9.99,550,1,0,1,550.05,5495,0,0,5495,550.05,43325,88.74%,,Ⅰ-A-102901,1,GSD,GSD500-02-04,鋼筋網(wǎng),0,噸,550.00,按現(xiàn)場實際完成的施工圖內(nèi)的數(shù)量計算,工費、工器具費及小型機具使用費、輔助料費、工具費、電費、運輸費,鋼筋調(diào)直、下料、制作、運輸、掛網(wǎng)安裝、點焊、加固、文明施工

,鋼筋,,t,9.99,,0,,,9.99,0,1,3795,1.005,3814.01,0,38102,0,38102,3814.01,-38102,0.00%,,Ⅰ-A-102901,1,ZCL,ZCL002,圓鋼,0,t,3795.00,3147.25,3795,0

30,鋼筋土釘,"1.土釘

2.部位:錨噴砼內(nèi)",t,2.64,5043.51,13315,,,2.64,0,1,0,1,4282.95,1188,10119,0,11307,4282.95,2008,15.08%,,Ⅰ-A-1030,,,,,,,0.00,,,

,鋼筋土釘—清單子項,,t,2.64,5043.51,13315,,,2.64,449.9967,1,0,1,450,1188,0,0,1188,450,12127,91.08%,,Ⅰ-A-103001,1,GLD,GLD200-13-04,擋墻鋼筋制安,0,噸,450.00,按施工圖示計算重量，不計搭接及損耗,除鋼筋外全部費用,鋼筋制作及綁扎、安放、定位、校正

,鋼筋,,t,2.64,,0,,,2.64,0,1,3795,1.01,3832.95,0,10119,0,10119,3832.95,-10119,0.00%,,Ⅰ-A-103001,1,ZCL,ZCL003,螺紋鋼,0,t,3795.00,3110.28,3795,0

31,拆除磚砌花池,1.工程量需現(xiàn)場確認(rèn),m3,5.96,107.24,639,,,5.96,21.36589744,1,0,1,21.31,127,0,0,127,21.31,512,80.13%,,Ⅰ-A-1031,1,TQD,TQD03-04-05-03,拆除漿砌石,陸上,立方米,21.37,按現(xiàn)場實際完成計算,全部費用,機械鑿除、清理

32,拆除人行道,"1.結(jié)構(gòu)：20CM級配碎石+3CM粗砂找平+6CM便道磚

2.工程量需現(xiàn)場確認(rèn)",m2,2574.4,2.88,7414,,,2574.4,0,1,0,1,2.16,5551,0,0,5551,2.16,1863,25.13%,,Ⅰ-A-1032,,,,,,,0.00,,,

,拆除人行道—清單子項,,m2,2574.4,2.88,7414,,,2574.4,0,1,0,1,0,0,0,0,0,0,7414,100.00%,,Ⅰ-A-103201,1,,,,,,0.00,,,

,拆除便道磚,,m3,154.46,,0,,,154.46,21.36589744,1,0,1,21.36,3300,0,0,3300,21.36,-3300,0.00%,,Ⅰ-A-103201,1,TQD,TQD03-04-05-03,拆除漿砌石,陸上,立方米,21.37,按現(xiàn)場實際完成計算,全部費用,機械鑿除、清理

,挖除粗砂,,m3,77.23,,0,,,77.23,2.318754,1,0,1,2.32,179,0,0,179,2.32,-179,0.00%,,Ⅰ-A-103201,1,GLD,GLD200-03-01-01,機械挖裝車,0,立方米,2.32,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、就位、挖、裝車，推土機輔助及清理工作面

,挖除碎石,,m3,514.88,,0,,,514.88,4.02356,1,0,1,4.02,2072,0,0,2072,4.02,-2072,0.00%,,Ⅰ-A-103201,1,GLD,GLD200-03-02-01,機械挖裝車,0,立方米,4.02,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、就位、挖、裝車，推土機輔助及清理工作面

33,挖花池內(nèi)土方,"1.土壤類別：一、二類土

2.清單量同定額量",m3,120.77,5.05,610,,,120.77,2.318754,1,0,1,2.32,280,0,0,280,2.32,330,54.10%,,Ⅰ-A-1033,1,GLD,GLD200-03-01-01,機械挖裝車,0,立方米,2.32,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、就位、挖、裝車，推土機輔助及清理工作面

34,垃圾外運,"1.綜合單價25元/m3(不含稅)

2.工程量需現(xiàn)場確認(rèn)后，予以計量

3.清單量同定額量",m3,873.306,25,21833,,,873.306,0,1,0,1,14.97,13070,0,0,13070,14.97,8763,40.14%,,Ⅰ-A-1034,,,,,,,0.00,,,

,垃圾外運—清單子項,,m3,873.306,25,21833,,,873.306,2.9973,1,0,1,3,2618,0,0,2618,3,19215,88.01%,,Ⅰ-A-103401,1,GLD,GLD200-03-01-02,自卸汽車運土,≤1Km,立方米,3.00,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、等待裝車、運、空回；棄土場平整

,增運14km,,m3,873.306,,0,,,873.306,0.8549,14,0,1,11.97,10452,0,0,10452,11.97,-10452,0.00%,,Ⅰ-A-103401,1,GLD,GLD200-03-01-03,自卸汽車運土,每增運1Km,立方米,0.85,按施工圖示開挖斷面尺寸壓實方和現(xiàn)場實際測量運距計算,全部費用,0

35,拆除路面,"1.結(jié)構(gòu)層：16CM石灰粉煤灰土，36CM水泥穩(wěn)定碎石，18CM瀝青混凝土

2.工程量及結(jié)構(gòu)層需現(xiàn)場確認(rèn)",m2,9142.54,14.64,133847,,,9142.54,0,1,0,1,27.3,249564,0,0,249564,27.3,-115717,-86.45%,,Ⅰ-A-1035,,,,,,,0.00,,,

,拆除路面—清單子項,,m2,9142.54,14.64,133847,,,9142.54,0,1,0,1,0,0,0,0,0,0,133847,100.00%,,Ⅰ-A-103501,1,,,,,,0.00,,,

,拆除路面,,m3,6399.778,,0,,,6399.778,38.9958,1,0,1,39,249564,0,0,249564,39,-249564,0.00%,,Ⅰ-A-103501,1,GLD,GLD200-02-02,瀝青混凝土路面,0,立方米,39.00,按施工圖所示，按面積和厚度折合體積計算,全部費用,機械挖除人工配合；廢料清除至路基外；裝車，場地清理、平整

36,垃圾外運清單量同定額量,"1.綜合單價25元/m3(不含稅)

2.工程量需現(xiàn)場確認(rèn)后，予以計量",m3,6399.778,25,159994,,,6399.778,0,1,0,1,18.05,115488,0,0,115488,18.05,44506,27.82%,,Ⅰ-A-1036,,,,,,,0.00,,,

,垃圾外運—清單子項,,m3,6399.778,25,159994,,,6399.778,5.5002,1,0,1,5.5,35200,0,0,35200,5.5,124794,78.00%,,Ⅰ-A-103601,1,GLD,GLD200-03-02-02,自卸汽車運石,≤1km,立方米,5.50,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、等待裝車、運、空回；棄土場平整

,增運14km,,m3,6399.778,,0,,,6399.778,0.8961,14,0,1,12.55,80288,0,0,80288,12.55,-80288,0.00%,,Ⅰ-A-103601,1,GLD,GLD200-03-02-03,自卸汽車運石,每增運1km,立方米,0.90,按施工圖示開挖斷面尺寸壓實方和現(xiàn)場實際測量運距計算,全部費用,0

37,挖1.5米寬綠化帶土方,"1.土壤類別：一、二類土

2.工程量需現(xiàn)場確認(rèn)

3.清單量同定額量",m3,73.32,5.01,367,,,73.32,2.318754,1,0,1,2.32,170,0,0,170,2.32,197,53.68%,,Ⅰ-A-1037,1,GLD,GLD200-03-01-01,機械挖裝車,0,立方米,2.32,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、就位、挖、裝車，推土機輔助及清理工作面

38,拆除路面（中華大街機動車道）,"1.結(jié)構(gòu)層：16CM石灰粉煤灰土，36CM水泥穩(wěn)定碎石，18CM瀝青混凝土

2.工程量及結(jié)構(gòu)層需現(xiàn)場確認(rèn)",m2,32.59,14.55,474,,,32.59,0,1,0,1,27.31,890,0,0,890,27.31,-416,-87.76%,,Ⅰ-A-1038,,,,,,,0.00,,,

,拆除路面（中華大街機動車道）—清單子項,,m2,32.59,14.55,474,,,32.59,0,1,0,1,0,0,0,0,0,0,474,100.00%,,Ⅰ-A-103801,1,,,,,,0.00,,,

,拆除路面,,m3,22.813,,0,,,22.813,38.9958,1,0,1,39.01,890,0,0,890,39.01,-890,0.00%,,Ⅰ-A-103801,1,GLD,GLD200-02-02,瀝青混凝土路面,0,立方米,39.00,按施工圖所示，按面積和厚度折合體積計算,全部費用,機械挖除人工配合；廢料清除至路基外；裝車，場地清理、平整

39,拆除路面（中華大街非機動車道）,"1.結(jié)構(gòu)層：16CM石灰粉煤灰土，18CM水泥穩(wěn)定碎石，10CM瀝青混凝土

2.工程量及結(jié)構(gòu)層需現(xiàn)場確認(rèn)",m2,32.59,8.41,274,,,32.59,0,1,0,1,17.15,559,0,0,559,17.15,-285,-104.01%,,Ⅰ-A-1039,,,,,,,0.00,,,

,拆除路面（中華大街非機動車道）—清單子項,,m2,32.59,8.41,274,,,32.59,0,1,0,1,0,0,0,0,0,0,274,100.00%,,Ⅰ-A-103901,1,,,,,,0.00,,,

,拆除路面,,m3,14.3396,,0,,,14.3396,38.9958,1,0,1,38.98,559,0,0,559,38.98,-559,0.00%,,Ⅰ-A-103901,1,GLD,GLD200-02-02,瀝青混凝土路面,0,立方米,39.00,按施工圖所示，按面積和厚度折合體積計算,全部費用,機械挖除人工配合；廢料清除至路基外；裝車，場地清理、平整

40,拆除路緣石,"1.材質(zhì)：青石

2.規(guī)格：15*30*75

3.工程量需現(xiàn)場確認(rèn)",m,130.35,2.09,272,,,130.35,0,1,0,1,0.96,125,0,0,125,0.96,147,54.04%,,Ⅰ-A-1040,,,,,,,0.00,,,

,拆除路緣石—清單子項,,m,130.35,2.09,272,,,130.35,0,1,0,1,0,0,0,0,0,0,272,100.00%,,Ⅰ-A-104001,1,,,,,,0.00,,,

,拆除路緣石,,m3,5.87,,0,,,5.87,21.36589744,1,0,1,21.29,125,0,0,125,21.29,-125,0.00%,,Ⅰ-A-104001,1,TQD,TQD03-04-05-03,拆除漿砌石,陸上,立方米,21.37,按現(xiàn)場實際完成計算,全部費用,機械鑿除、清理

41,垃圾外運清單量同定額量,"1.綜合單價25元/m3(不含稅)

2.工程量需現(xiàn)場確認(rèn)后，予以計量",m3,116.338,25,2908,,,116.338,0,1,0,1,18.05,2100,0,0,2100,18.05,808,27.79%,,Ⅰ-A-1041,,,,,,,0.00,,,

,垃圾外運—清單子項,,m3,116.338,25,2908,,,116.338,5.5002,1,0,1,5.5,640,0,0,640,5.5,2268,77.99%,,Ⅰ-A-104101,1,GLD,GLD200-03-02-02,自卸汽車運石,≤1km,立方米,5.50,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、等待裝車、運、空回；棄土場平整

,增運14km,,m3,116.338,,0,,,116.338,0.8961,14,0,1,12.55,1460,0,0,1460,12.55,-1460,0.00%,,Ⅰ-A-104101,1,GLD,GLD200-03-02-03,自卸汽車運石,每增運1km,立方米,0.90,按施工圖示開挖斷面尺寸壓實方和現(xiàn)場實際測量運距計算,全部費用,0

42,拆除清水街車道,"1.結(jié)構(gòu)層：30CM灰土，15CM石灰粉煤灰碎石，10CM瀝青混凝土

2.工程量及結(jié)構(gòu)層需現(xiàn)場確認(rèn)",m2,3611.62,9.13,32974,,,3611.62,0,1,0,1,21.45,77461,0,0,77461,21.45,-44487,-134.92%,,Ⅰ-A-1042,,,,,,,0.00,,,

,拆除清水街車道—清單子項,,m2,3611.62,9.13,32974,,,3611.62,0,1,0,1,0,0,0,0,0,0,32974,100.00%,,Ⅰ-A-104201,1,,,,,,0.00,,,

,拆除路面,,m3,1986.391,,0,,,1986.391,38.9958,1,0,1,39,77461,0,0,77461,39,-77461,0.00%,,Ⅰ-A-104201,1,GLD,GLD200-02-02,瀝青混凝土路面,0,立方米,39.00,按施工圖所示，按面積和厚度折合體積計算,全部費用,機械挖除人工配合；廢料清除至路基外；裝車，場地清理、平整

43,拆除清水街人行道,"1.結(jié)構(gòu)：20CM級配碎石+3CM粗砂找平+6CM便道磚

2.工程量需現(xiàn)場確認(rèn)",m2,3567.57,2.88,10275,,,3567.57,0,1,0,1,2.16,7692,0,0,7692,2.16,2583,25.14%,,Ⅰ-A-1043,,,,,,,0.00,,,

,拆除人行道—清單子項,,m2,3567.57,2.88,10275,,,3567.57,0,1,0,1,0,0,0,0,0,0,10275,100.00%,,Ⅰ-A-104301,1,,,,,,0.00,,,

,拆除便道磚,,m3,214.05,,0,,,214.05,21.36589744,1,0,1,21.36,4573,0,0,4573,21.36,-4573,0.00%,,Ⅰ-A-104301,1,TQD,TQD03-04-05-03,拆除漿砌石,陸上,立方米,21.37,按現(xiàn)場實際完成計算,全部費用,機械鑿除、清理

,挖除粗砂,,m3,107.0271,,0,,,107.0271,2.318754,1,0,1,2.32,248,0,0,248,2.32,-248,0.00%,,Ⅰ-A-104301,1,GLD,GLD200-03-01-01,機械挖裝車,0,立方米,2.32,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、就位、挖、裝車，推土機輔助及清理工作面

,挖除碎石,,m3,713.514,,0,,,713.514,4.02356,1,0,1,4.02,2871,0,0,2871,4.02,-2871,0.00%,,Ⅰ-A-104301,1,GLD,GLD200-03-02-01,機械挖裝車,0,立方米,4.02,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、就位、挖、裝車，推土機輔助及清理工作面

44,拆除清水街路緣石,"1.材質(zhì)：青石

2.規(guī)格：15*30*75

3.工程量需現(xiàn)場確認(rèn)",m,880.88,2.12,1867,,,880.88,0,1,0,1,0.96,847,0,0,847,0.96,1020,54.63%,,Ⅰ-A-1044,,,,,,,0.00,,,

,拆除清水街路緣石—清單子項,,m,880.88,2.12,1867,,,880.88,0,1,0,1,0,0,0,0,0,0,1867,100.00%,,Ⅰ-A-104401,1,,,,,,0.00,,,

,拆除路緣石,,m3,39.6396,,0,,,39.6396,21.36589744,1,0,1,21.37,847,0,0,847,21.37,-847,0.00%,,Ⅰ-A-104401,1,TQD,TQD03-04-05-03,拆除漿砌石,陸上,立方米,21.37,按現(xiàn)場實際完成計算,全部費用,機械鑿除、清理

45,拆除清水街小側(cè)石,"1.材質(zhì)：混凝土

2.規(guī)格：10*25*49

3.工程量需現(xiàn)場確認(rèn)",m,880.88,1.57,1383,,,880.88,0,1,0,1,0.53,471,0,0,471,0.53,912,65.94%,,Ⅰ-A-1045,,,,,,,0.00,,,

,拆除清水街小側(cè)石—清單子項,,m,880.88,1.57,1383,,,880.88,0,1,0,1,0,0,0,0,0,0,1383,100.00%,,Ⅰ-A-104501,1,,,,,,0.00,,,

,拆除路緣石,,m3,22.022,,0,,,22.022,21.36589744,1,0,1,21.39,471,0,0,471,21.39,-471,0.00%,,Ⅰ-A-104501,1,TQD,TQD03-04-05-03,拆除漿砌石,陸上,立方米,21.37,按現(xiàn)場實際完成計算,全部費用,機械鑿除、清理

46,垃圾外運清單量同定額量,"1.綜合單價25元/m3(不含稅)

2.工程量需現(xiàn)場確認(rèn)后，予以計量",m3,3082.648,25,77066,,,3082.648,0,1,0,1,18.05,55628,0,0,55628,18.05,21438,27.82%,,Ⅰ-A-1046,,,,,,,0.00,,,

,垃圾外運—清單子項,,m3,3082.648,25,77066,,,3082.648,5.5002,1,0,1,5.5,16955,0,0,16955,5.5,60111,78.00%,,Ⅰ-A-104601,1,GLD,GLD200-03-02-02,自卸汽車運石,≤1km,立方米,5.50,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、等待裝車、運、空回；棄土場平整

,增運14km,,m3,3082.648,,0,,,3082.648,0.8961,14,0,1,12.55,38673,0,0,38673,12.55,-38673,0.00%,,Ⅰ-A-104601,1,GLD,GLD200-03-02-03,自卸汽車運石,每增運1km,立方米,0.90,按施工圖示開挖斷面尺寸壓實方和現(xiàn)場實際測量運距計算,全部費用,0

47,拆除路面（中華大街機動車道）,"1.結(jié)構(gòu)層：16CM石灰粉煤灰土，36CM水泥穩(wěn)定碎石，18CM瀝青混凝土

2.工程量及結(jié)構(gòu)層需現(xiàn)場確認(rèn)",m2,2840,14.67,41663,,,2840,0,1,0,1,27.3,77524,0,0,77524,27.3,-35861,-86.07%,,Ⅰ-A-1047,,,,,,,0.00,,,

,拆除路面（中華大街機動車道）—清單子項,,m2,2840,14.67,41663,,,2840,0,1,0,1,0,0,0,0,0,0,41663,100.00%,,Ⅰ-A-104701,1,,,,,,0.00,,,

,拆除路面,,m3,1988,,0,,,1988,38.9958,1,0,1,39,77524,0,0,77524,39,-77524,0.00%,,Ⅰ-A-104701,1,GLD,GLD200-02-02,瀝青混凝土路面,0,立方米,39.00,按施工圖所示，按面積和厚度折合體積計算,全部費用,機械挖除人工配合；廢料清除至路基外；裝車，場地清理、平整

48,拆除中華大街人行道,"1.結(jié)構(gòu)：20CM級配碎石+3CM粗砂找平+6CM便道磚

2.工程量需現(xiàn)場確認(rèn)",m2,1880,2.82,5302,,,1880,0,1,0,1,2.16,4054,0,0,4054,2.16,1248,23.54%,,Ⅰ-A-1048,,,,,,,0.00,,,

,拆除人行道—清單子項,,m2,1880,2.82,5302,,,1880,0,1,0,1,0,0,0,0,0,0,5302,100.00%,,Ⅰ-A-104801,1,,,,,,0.00,,,

,拆除便道磚,,m3,112.8,,0,,,112.8,21.36589744,1,0,1,21.37,2410,0,0,2410,21.37,-2410,0.00%,,Ⅰ-A-104801,1,TQD,TQD03-04-05-03,拆除漿砌石,陸上,立方米,21.37,按現(xiàn)場實際完成計算,全部費用,機械鑿除、清理

,挖除粗砂,,m3,56.4,,0,,,56.4,2.318754,1,0,1,2.32,131,0,0,131,2.32,-131,0.00%,,Ⅰ-A-104801,1,GLD,GLD200-03-01-01,機械挖裝車,0,立方米,2.32,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、就位、挖、裝車，推土機輔助及清理工作面

,挖除碎石,,m3,376,,0,,,376,4.02356,1,0,1,4.02,1513,0,0,1513,4.02,-1513,0.00%,,Ⅰ-A-104801,1,GLD,GLD200-03-02-01,機械挖裝車,0,立方米,4.02,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、就位、挖、裝車，推土機輔助及清理工作面

49,拆除中華大街路緣石,"1.材質(zhì)：青石

2.規(guī)格：15*30*75

3.工程量需現(xiàn)場確認(rèn)",m,800,2.08,1664,,,800,0,1,0,1,0.96,769,0,0,769,0.96,895,53.79%,,Ⅰ-A-1049,,,,,,,0.00,,,

,拆除中華大街路緣石—清單子項,,m,800,2.08,1664,,,800,0,1,0,1,0,0,0,0,0,0,1664,100.00%,,Ⅰ-A-104901,1,,,,,,0.00,,,

,拆除路緣石,,m3,36,,0,,,36,21.36589744,1,0,1,21.36,769,0,0,769,21.36,-769,0.00%,,Ⅰ-A-104901,1,TQD,TQD03-04-05-03,拆除漿砌石,陸上,立方米,21.37,按現(xiàn)場實際完成計算,全部費用,機械鑿除、清理

50,拆除中華大街小側(cè)石,"1.材質(zhì)：混凝土

2.規(guī)格：10*25*49

3.工程量需現(xiàn)場確認(rèn)",m,800,1.55,1240,,,800,0,1,0,1,0.53,427,0,0,427,0.53,813,65.56%,,Ⅰ-A-1050,,,,,,,0.00,,,

,拆除清水街小側(cè)石—清單子項,,m,800,1.55,1240,,,800,0,1,0,1,0,0,0,0,0,0,1240,100.00%,,Ⅰ-A-105001,1,,,,,,0.00,,,

,拆除路緣石,,m3,20,,0,,,20,21.36589744,1,0,1,21.35,427,0,0,427,21.35,-427,0.00%,,Ⅰ-A-105001,1,TQD,TQD03-04-05-03,拆除漿砌石,陸上,立方米,21.37,按現(xiàn)場實際完成計算,全部費用,機械鑿除、清理

51,垃圾外運清單量同定額量,"1.綜合單價25元/m3(不含稅)

2.工程量需現(xiàn)場確認(rèn)后，予以計量",m3,2589.2,25,64730,,,2589.2,0,1,0,1,18.05,46724,0,0,46724,18.05,18006,27.82%,,Ⅰ-A-1051,,,,,,,0.00,,,

,垃圾外運—清單子項,,m3,2589.2,25,64730,,,2589.2,5.5002,1,0,1,5.5,14241,0,0,14241,5.5,50489,78.00%,,Ⅰ-A-105101,1,GLD,GLD200-03-02-02,自卸汽車運石,≤1km,立方米,5.50,按施工圖示開挖斷面尺寸計算,全部費用,施工準(zhǔn)備、等待裝車、運、空回；棄土場平整

,增運14km,,m3,2589.2,,0,,,2589.2,0.8961,14,0,1,12.55,32483,0,0,32483,12.55,-32483,0.00%,,Ⅰ-A-105101,1,GLD,GLD200-03-02-03,自卸汽車運石,每增運1km,立方米,0.90,按施工圖示開挖斷面尺寸壓實方和現(xiàn)場實際測量運距計算,全部費用,0

52,拆除路面（中華大街機動車道）,"1.結(jié)構(gòu)層：16CM石灰粉煤灰土，36CM水泥穩(wěn)定碎石，18CM瀝青混凝土

2.工程量及結(jié)構(gòu)層需現(xiàn)場確認(rèn)",m2,3705.21,14.7,54467,,,3705.21,0,1,0,1,27.3,101141,0,0,101141,27.3,-46674,-85.69%,,Ⅰ-A-1052,,,,,,,0.00,,,

,拆除路面（中華大街機動車道）—清單子項,,m2,3705.21,14.7,54467,,,3705.21,0,1,0,1,0,0,0,0,0,0,54467,100.00%,,Ⅰ-A-105201,1,,,,,,0.00,,,

,拆除路面,,m3,2593.647,,0,,,2593.647,38.9958,1,0,1,39,101141,0,0,101141,39,-101141,0.00%,,Ⅰ-A-105201,1,GLD,GLD200-02-02,瀝青混凝土路面,0,立方米,39.00,按施工圖所示，按面積和厚度折合體積計算,全部費用,機械挖除人工配合；廢料清除至路基外；裝車，場地清理、平整

53,拆除路面（小區(qū)院內(nèi)砼路面）,"1.結(jié)構(gòu)層：20CM混凝土路面

2.工程量及結(jié)構(gòu)層需現(xiàn)場確認(rèn)",m2,3705.21,18.46,68398,,,3705.21,0,1,0,1,11.23,41606,0,0,41606,11.23,26792,39.17%,,Ⅰ-A-1053,,,,,,,0.00,,,

,拆除路面（小區(qū)院內(nèi)砼路面）—清單子項,,m2,3705.21,18.46,68398,,,3705.21,0,1,0,1,0,0,0,0,0,0,68398,100.00%,,Ⅰ-A-105301,1,,,,,,0.00,,,

,拆除路面,,m3,741.042,,0,,,741.042,56.1453,1,0,1,56.15,41606,0,0,41606,56.15,-41606