1、工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式第一部分 建筑工程一榜頭段左岸防洪堤工程1堤基表層清皮（棄運0.5KM）m315170.21計算式附后15170.211舊堤拆除（棄運0.5KM）m31298.71（332.61+294.34）/2.00/25.00*50.00+（294.34+377.42）/2.00/25.00*50.002土方開挖（棄運0.5KM）m3#REF!計算式附后#REF!3土方開挖（場內利用）m3#REF!#REF!4堤身夯填土（利用開挖土）m326004.61計算式附后26044.321436-39.71065

2、堤后開挖土夯填（利用開挖土）m326044.32計算式附后26044.32堤頂路基碎石墊層 厚20cm（利用開挖砂卵石）m29181.04（3.695+3.875）/2*（366.53-（88.74-38.09）+（3.767+3.99）/2*（2194.41-366.53）+（16+48）*3.5*4路基碎石墊層 厚20cm（利用開挖砂卵石）m2558.02防洪堤與大坂橋、三郊路銜接段558.02路基碎石墊層 厚20cm（利用開挖砂卵石）m2811.99KXZ0+550.00處新建上堤路811.996堤身夯填粘性土（外購土，運距3KM）m326819.55m327137.58堤后計算式附后2

3、7137.58m3-57.11扣除KXZ4#穿堤排水管所占體積（含外包混凝土及管道體積、5-5剖面部分砌體）0.00-3.14*0.60*0.60*6.78-3.62-21.30-7.67-3.84-4.34*3.00m3-74.45扣除KXZ5#穿堤排水管所占體積（含外包混凝土及管道體積、5-5剖面部分砌體）0.00-3.14*0.60*0.60*10.50-4.85-33.56-7.67-3.84-4.22*3.00m3-27.23扣除KXZ7#穿堤排水管所占體積（含外包混凝土及管道體積）0.00-3.14*0.40*0.40*12.16-3.20-17.92m3-33.51扣除KXZ8#

4、穿堤排水管所占體積（含外包混凝土及管道體積）0.00-3.14*0.40*0.40*14.28-3.85-22.49m3-61.18扣除KXZ6#穿堤排水管所占體積（含外包混凝土及管道體積）0.00-3.14*0.60*0.60*10.38-4.81-33.13-7.67-3.84m3-64.54扣除框格梁所占體積64.547透水磚鋪面厚80（砂掃縫）m2#REF!計算式附后#REF!8步道中粗砂找平層（利用開挖砂卵石）m3#REF!計算式附后#REF!9步道碎石基層厚15cm（利用開挖砂卵石）m2#REF!計算式附后#REF!10花池綠化（馬尼拉草皮鋪種）m2#REF!#REF!11種植土回

5、填m3#REF!#REF!12馬尼拉草皮護坡m28148.428148.4213馬尼拉草皮護面m2#REF!#REF!14柔性生態水土保護毯m211176.5711176.5715C25鋼筋砼框格梁m364.54配筋率：5920/69.96=85kg/m364.5416碎石墊層 平面（利用開挖砂卵石）m3538.69計算式附后 排水溝538.69m37.84計算式附后 排水溝（1.83+0.15）*0.15*（330.09-316.89+346.89-333.69）17M7.5漿砌塊石錐坡m325.52KXZ0+368.00、KXZ2+194.41（平均厚度按0.30米，圖紙丈量面積）（44.

6、76+31.34）*0.30*（1+2.00*2.00）0.50/2.0018毛塊石回填m3#REF!擋墻工程量計算式 計算式附后#REF!工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式19DN50PVC排水管m#REF!擋墻，計算式附后#REF!20袋裝碎石反濾層個#REF!擋墻，計算式附后#REF!21C10素混凝土墊層m3#REF!砼堤、擋墻#REF!22C20埋石砼擋土墻（埋石率20%）m3#REF!擋墻計算式附后#REF!23C20埋石砼底板厚700（埋石率20%）m3#REF!擋墻計算式附后#REF!24C20埋石砼底板厚500

7、（埋石率20%）m3#REF!擋墻計算式附后#REF!25擋墻頂鏤空石欄桿m#REF!擋墻工程量計算式 計算式附后#REF!26M7.5機切條石壓頂,厚200mmm3#REF!擋墻工程量計算式 計算式附后#REF!27C20素混凝土擋墻壓頂m3#REF!擋墻工程量計算式 計算式附后#REF!28M7.5漿砌塊石排水溝m31145.85計算式附后1145.85m331.68KXZ0+316.89-KXZ0+330.09、KXZ0+333.69-KXZ0+346.89大坂涵閘排水溝1.20*（330.09-316.89+346.89-333.69）29排水溝C15素混凝土壓頂m3327.20計算式

8、附后327.2030瀝青麻絲填縫m#REF!m#REF!擋墻計算式附后#REF!m119.70C25鋼筋砼堤（4.50+1.20）*ROUND（333.45-8.37）/15-1，0）m148.40排水溝伸縮縫148.40工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式31瀝青杉板伸縮縫m2#REF!m2#REF!擋墻計算式附后#REF!m2#REF!排水溝伸縮縫#REF!32泡沫板伸縮縫m2#REF!擋墻計算式附后#REF!33擋墻背后伸縮縫350g/m2反濾土工布鋪設m2#REF!計算式附后#REF!34C25鋼筋砼堤m3#REF!計算式

9、附后#REF!3516厚芝麻灰花崗巖貼面m2983.35計算式附后983.3536紫銅片止水 厚度1.2mmm140.70止水銅片寬度CAD丈量39.6cm 2011007(02)-S510-KXX95-1，每道長6.70米6.70*ROUND（333.45-8.37）/15-1，0）37普通平面鋼模板 制作、安裝、拆除m2#REF!m23930.06擋墻計算式附后3930.06m2#REF!C25鋼筋砼堤及墊層 計算式附后#REF!m2645.44水土保護毯框格梁 計算式附后645.44m2400.58排水溝400.5838鋼筋制作與安裝 一般鋼筋t#REF!鋼筋混凝土框格梁、砼堤、排水溝蓋

10、板#REF!39格賓網箱裝塊石護腳m31759.47264.20856+1495.26546m3264.21KXZ0+000.00-KXZ0+250.00（扣除KXZ0+046.46-KXZ0+079.54大坂橋段）圖號KXX26-1487.20/400.00*（250.00-（79.54-46.46）工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式m31495.27KXZ0+450.00-KXZ0+650.00、KXZ0+834.97-KXZ1+300.00、KXZ1+500.00-KXZ2+100.00圖號KXX31-1472.80/40

11、0.00*（200+1300-834.97+600）m2/m38.92固濱籠面積見圖號KXX98-1（4*2*2+4*0.3*2+2*0.3*5）/（4*2*0.3）40C25素砼回填m33.18KXZ0+038.09-KXZ0+046.46、KXZ0+079.54-KXZ0+088.74（0.10+0.10*0.75+0.10+0.60*0.75）*0.50/2.00*（8.37+9.20）二左岸堤頂道路1中粒式瀝青砼路面厚度5cmm28399.163.50*（2194.41-（88.74-38.09）+（16.00+48.00）*3.50*4.002粗粒式瀝青砼路面厚度5cmm28399.

12、163.50*（2194.41-（88.74-38.09）+（16.00+48.00）*3.50*4.0035%水泥碎石穩定層 厚20cmm28399.163.50*（2194.41-（88.74-38.09）+（16.00+48.00）*3.50*4.004路基碎石墊層 厚20cm（利用開挖砂卵石）m29181.04（3.695+3.875）/2*（366.53-（88.74-38.09）+（3.767+3.99）/2*（2194.41-366.53）+（16+48）*3.5*46C20素砼回填m38.52KXZ0+000.00-KXZ0+038.09、KXZ0+088.74-KXZ0+36

13、6.5310.785/400.00*（38.09+366.53-88.74）7C20素砼路肩m347.38KXZ0+000.00-KXZ0+038.09、KXZ0+088.74-KXZ0+366.53（0.20+0.80）*0.30/2.00*（38.09+366.53-88.74）8機切路緣石120*300m1985.53平面圖丈量長度（含避車道不含上堤道路）扣除路面預留孔（2025.93-0.00）-0.20*ROUND（2025.93-0.00）/10-1，0）9C20混凝土壓腳m339.71扣除下河臺階7處（見臺階位置特性表）（0.15+0.25）*0.10/2.00*1985.531

14、0光面芝麻黑花崗巖（40厚,160*600）m2648.30扣除下河臺階7處（見臺階位置特性表）0.16*（2025.93-0.00）*2.0010火燒面黃銹石花崗巖（20厚,300*300）m23079.41扣除下河臺階7處（見臺階位置特性表）（0.80-0.04）*（2025.93-0.00）*2.0011耕植土回填m3729.33扣除下河臺階7處（見臺階位置特性表）0.60*0.60*（2025.93-0.00）12C20鋼筋混凝土池壁 厚100m3259.32扣除下河臺階7處（見臺階位置特性表）0.64*0.10*（2025.93-0.00）*2.00工工 程程 量量 計計 算算 書書

15、工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式12C20鋼筋混凝土池底 厚100m3162.07扣除下河臺階7處（見臺階位置特性表）0.80*0.10*（2025.93-0.00）12C20混凝土基座 厚300m3534.85扣除下河臺階7處（見臺階位置特性表）0.88*0.30*（2025.93-0.00）13普通平面鋼模板 制作、安裝、拆除m27415.40扣除下河臺階7處（見臺階位置特性表）（0.74+0.3+0.64+0.15）*（2025.93-0.00）*2+（0.64*0.1*2+0.8*0.1+0.88*0.3+（0.15+0.25）*0.1/2）*117綠

16、籬種植m4051.86扣除下河臺階7處（見臺階位置特性表）（2025.93-0.00）*2.0014瀝青麻絲填縫m238.52扣除下河臺階7處（見臺階位置特性表）（0.74*2.00+0.30）*ROUND（2025.93-0.00）/15-1，0）15瀝青杉板伸縮縫m246.563.00+51.73-163.35*0.05m249.98綠籬花池扣除下河臺階7處（見臺階位置特性表）（0.05*0.64*2.00+0.60*0.10+0.83*0.30）*ROUND（2025.93-0.00）/15-1，0）16綠籬鋼筋制作安裝t15.0615.0614DN50鋼管排水管m60.60扣除下河臺階

17、7處（見臺階位置特性表）0.15*ROUND（2025.93-0.00）/5-1，0）14反濾包個404.00扣除下河臺階7處（見臺階位置特性表）ROUND（2025.93-0.00）/5-1，0）18M7.5機切條石壓頂,厚200mmm312.80擋墻工程量計算式 計算式附后0.55*0.20*116.33三蓋尾堤段左岸防洪堤工程預制生態砌塊120mm 護坡m22932.04GWZ0+000-GWZ0+632.00平面圖丈量面積結合放坡系數（2580+42.50）*（1+2*2）0.5/2.001堤基表層清皮（棄運0.5KM）m319961.29計算式附后19961.292土方開挖（棄運0.

18、5KM）m337451.76計算式附后37451.763土方開挖（場內利用）m319403.7219403.72工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式4堤身夯填砂性土（利用開挖土）m36921.96計算式附后6921.965堤后開挖土夯填（利用開挖土）m35582.85計算式附后5582.85右岸堤頂路基碎石墊層 厚20cmm28833.94（3.695+3.875）/2*（400-（72.97-36.13）+（3.767+3.99）/2.00*（2150-400）+（16.0+48.00）*3.50*3路基碎石墊層 厚20cm（利

19、用開挖砂卵石）m2811.99KXZ0+550.00處新建上堤路811.996堤身夯填粘性土（外購土，運距3KM）m323043.54m323253.26堤后計算式附后23253.26m3-57.45扣除KXY4#穿堤排水管所占體積（含外包混凝土及管道體積、5-5剖面部分砌體）0.00-3.14*0.20*0.20*8.90-4.26-27.90-7.67-3.84-4.22*3.00m3-59.86扣除KXY5#穿堤排水管所占體積（含外包混凝土及管道體積、5-5剖面部分砌體）0.00-3.14*0.20*0.20*9.50-4.48-30.02-7.67-3.84-4.22*3.00m3-1

20、8.73扣除KXY6#穿堤排水管所占體積（含外包混凝土及管道體積）0.00-3.14*0.40*0.40*9.30-2.31-11.75m3-73.67扣除框格梁所占體積73.677透水磚鋪面厚80（砂掃縫）m2907.90計算式附后907.908步道中粗砂找平層（利用開挖砂卵石）m345.40計算式附后45.409步道碎石基層厚15cm（利用開挖砂卵石）m2907.90計算式附后907.9010花池綠化（馬尼拉草皮鋪種）m2709.85709.8511種植土回填m3212.95212.9512馬尼拉草皮護坡m21326.451326.45工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪

21、工程仙榜段B4標序號項目名稱單位工程量計算公式13馬尼拉草皮護面m2325.74325.7414柔性生態水土保護毯m28430.228430.2215C25鋼筋砼框格梁m373.67配筋率：6220/73.67=85kg/m373.6716碎石墊層 平面（利用開挖砂卵石）m3439.34計算式附后 排水溝439.3417M7.5漿砌塊石錐坡m332.44KXY0+036.13、KXY0+072.97、KXY0+399.47、KXY0+400.00、KXY2+157.16（平均厚度按0.30米，圖紙丈量面積）（9.86+15.15+37.93+33.78）*0.30*（1+2.00*2.00）0

22、.50/2.0018毛塊石回填m3111.60擋墻工程量計算式 計算式附后111.6019DN50PVC排水管m488.12擋墻，計算式附后488.1220袋裝碎石反濾層個297.00擋墻，計算式附后29721C10素混凝土墊層m3335.91砼堤、擋墻335.9122C20埋石砼擋土墻（埋石率20%）m32122.32擋墻計算式附后2122.3223C20埋石砼底板厚700（埋石率20%）m3661.69擋墻計算式附后661.6924C20埋石砼底板厚500（埋石率20%）m3#REF!擋墻計算式附后#REF!25擋墻頂鏤空石欄桿m擋墻工程量計算式 計算式附后26M7.5機切條石壓頂,厚20

23、0mmm3擋墻工程量計算式 計算式附后27C20素混凝土擋墻壓頂m340.99擋墻工程量計算式 計算式附后40.9928M7.5漿砌塊石排水溝m3838.19計算式附后838.19工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式29C20素砼排水溝m3#REF!計算式附后#REF!30C25預制砼蓋板制作及安裝m3#REF!計算式附后#REF!31排水溝C15素混凝土壓頂m393.13計算式附后93.1332C20素砼路肩m316.70計算式附后16.7033瀝青麻絲填縫m465.17m156.17擋墻計算式附后156.17m131.10C2

24、5鋼筋砼堤（4.50+1.20）*ROUND（363.16/15-1，0）m177.90排水溝伸縮縫177.9034瀝青杉板伸縮縫m2#REF!m258.07擋墻計算式附后58.07m2172.21C25鋼筋砼堤748.75/100.00*ROUND（363.16/15-1，0）m2#REF!排水溝伸縮縫#REF!35泡沫板伸縮縫m2#REF!擋墻計算式附后#REF!36擋墻背后伸縮縫250g/m2反濾土工布鋪設m2270.97計算式附后270.9737C25鋼筋砼堤m32719.16計算式附后2719.1638砼堤外露面灰色涂料涂裝m21858.14計算式附后1858.14工工 程程 量量

25、計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式39紫銅片止水 厚度1.2mmm154.10止水銅片寬度CAD丈量39.6cm 2011007(02)-S510-KXX95-1，每道長6.70米6.70*ROUND（363.16/15-1，0）40普通平面鋼模板 制作、安裝、拆除m2#REF!m23930.06擋墻計算式附后3930.06m23779.58C25鋼筋砼堤及墊層 計算式附后3779.58m22357.49水土保護毯框格梁 計算式附后2357.49m2#REF!排水溝#REF!41鋼筋制作與安裝 一般鋼筋t#REF!鋼筋混凝土框格梁、砼堤、排水溝蓋

26、板#REF!42格賓網箱裝塊石護腳m3436.93KXY0+000.00-KXY0+36.13、KXY0+072.97-KXY0+250.00圖號KXX34-1、KXY0+250.00-KXY0+400.00圖號KXX36-1487.20/400.00*（36.13+（250.00-72.97）+472.80/400.00*150.00m2/m38.92固濱籠面積見圖號KXX98-1（4*2*2+4*0.3*2+2*0.3*5）/（4*2*0.3）43C20素砼回填m33.18KXZ0+000.00-KXZ0+038.09、KXZ0+088.74-KXZ0+366.53（0.10+0.10*0

27、.75+0.10+0.60*0.75）*0.50/2.00*（8.37+9.20）四右岸堤頂道路1中（細）粒式瀝青砼路面厚度5cmm28068.06避車道3個3.50*（2150.00-（72.97-36.13）+（16.00+48.00）*3.50*3.002碎石厚50（瀝青灌入厚30）m28068.063.50*（2150.00-（72.97-36.13）+（16.00+48.00）*3.50*3.0035%水泥碎石穩定層 厚20cmm28068.063.50*（2150.00-（72.97-36.13）+（16.00+48.00）*3.50*3.004路基碎石墊層 厚20cm（利用開挖砂

28、卵石）m28833.94（3.695+3.875）/2*（400-（72.97-36.13）+（3.767+3.99）/2.00*（2150-400）+（16.0+48.00）*3.50*35機切路緣石120*300m2077.12平面圖丈量長度（含避車道不含上堤道路）40.18+1035.28+573.7+48.76+400.20-21.00工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式m21.00扣除預留孔長度ROUND（2098.12/10.00,0）*0.106C20素砼回填m39.79KXY0+000.00-KXY0+036.13

29、、KXY0+072.97-KXY0+400.0010.785/400.00*（36.13+400.00-72.97）7C20素砼路肩m354.47KXY0+000.00-KXY0+036.13、KXY0+072.97-KXY0+400.00（0.20+0.80）*0.30/2.00*（36.13+400.00-72.97）8鏤空石欄桿m1722.40平面圖丈量長度，扣除下河臺階6處（見臺階位置特性表）2150.00-400.00-4.60*6.009C25混凝土欄桿基座m3727.26171.00/400.00*1722.40-0.22*0.22*0.20*937.0010G664花崗石面麻面

30、（30厚,500*600）m2875.000.50*1750.0011條石壓頂欄桿預留孔個937.00ROUND（1722.40/1.84+1.00,0）12馬尼拉草皮護坡m2861.20扣除下河臺階6處（見臺階位置特性表）0.50*（2150.00-400.00-4.60*6.00）13普通平面鋼模板 制作、安裝、拆除m2525.86C25混凝土欄桿基座0.30*1750.00+171.00/400.00*2.0014瀝青麻絲填縫m159.93（0.20+0.671）*ROUND（36.13+400.00-72.97）/15-1，0）+（0.50+0.706）*ROUND（1750.00/1

31、5-1，0）15瀝青杉板伸縮縫m245.043.45+49.59-159.93*0.05m23.45C20素砼路肩KXY0+000.00-KXY0+036.13、KXY0+072.97-KXY0+400.00（0.20+0.80）*0.30/2.00*ROUND（36.13+400.00-72.97）/15-1，0）m249.59C25混凝土欄桿基座171.00/400.00*ROUND（1750.00/15-1，0）16欄桿基座鋼筋制作安裝t39.0939.09五防洪堤與大坂橋、三郊路銜接段工程1中（細）粒式瀝青砼路面厚度5cmm2139.51平面圖丈量面積558.02/4.00工工 程程

32、量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式2碎石厚50（瀝青灌入厚30）m2139.51558.02/4.0035%水泥碎石穩定層 厚20cmm2139.51558.02/4.004路基碎石墊層 厚20cm（利用開挖砂卵石）m2139.51558.02/4.005機切路緣石120*300m47.45平面圖丈量長度，扣除堤頂位置長度36.15+27.00-15.706馬尼拉草皮護面m231.580.50*（36.15+27.00）7馬尼拉草皮護坡m294.53平面圖丈量面積(192.33+145.87)/4.00*（1+2.00*2.00）0.50/

33、2.008堤基表層清皮（棄運0.5KM）m384.64平均高度：（51.50+50.80）/2.00-（51.00+50.80+50.00）/3.00+0.30=0.85（0.85*2.00*2.00+4.50+1.00）*31.70*0.309DN300預制砼管m13.50平面圖丈量長度13.5010碎石墊層 平面m36.101129.686/2500*13.5011C25素砼基礎m39.31平面圖丈量長度0.50*0.50*18.61*2.0012普通平面鋼模板 制作、安裝、拆除m237.22平面圖丈量長度2.00*0.50*18.61*2.0013堤身夯填粘性土（外購土，運距3KM）m3

34、207.05平均高度：（51.50+50.80）/2.00-（51.00+50.80+50.00）/3.00+0.30=0.85（4.50+0.85*2.00*2.00+4.50）*0.85/2.00*49.00-139.51*0.30-63.15*0.12*0.30-6.10-3.14*0.15*0.15*13.514瀝青麻絲填縫m1.00左右側共2道伸縮縫0.50*2.0015瀝青杉板伸縮縫m20.40左右側共2道伸縮縫0.50*0.50*2.00-1.00*0.10六KXZ0+550.00處新建上堤路上堤坡度49.00/（52.60-51.00）=1:30.631中（細）粒式瀝青砼路面厚

35、度5cmm2203.00平面圖丈量面積811.56/4.00*（1+30.63*30.63）0.50/30.63工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式2碎石厚50（瀝青灌入厚30）m2203.00811.56/4.00*（1+30.63*30.63）0.50/30.6335%水泥碎石穩定層 厚20cmm2203.00811.56/4.00*（1+30.63*30.63）0.50/30.634路基碎石墊層 厚20cm（利用開挖砂卵石）m2203.00811.56/4.00*（1+30.63*30.63）0.50/30.635機切路緣石

36、120*300m70.71平面圖丈量長度，扣除堤頂位置長度（38.31+54.58）*（1+30.63*30.63）0.50/30.63-22.236馬尼拉草皮護面m246.470.50*（38.31+54.58）*（1+30.63*30.63）0.50/30.637馬尼拉草皮護坡m294.53平面圖丈量面積(192.33+145.87)/4.00*（1+2.00*2.00）0.50/2.008堤基表層清皮（棄運0.5KM）m3151.41（52.60+51.00）/2.00-50.60）*2.00*2.00+4.50+1.00）*49.00*0.309DN300預制砼管m20.00平面圖丈量

37、長度20.0010碎石墊層 平面m39.041129.686/2500*20.0011C25素砼基礎m319.35平面圖丈量長度0.50*0.50*（29.10+48.30）12普通平面鋼模板 制作、安裝、拆除m277.40平面圖丈量長度2.00*0.50*（29.10+48.30）13堤身夯填砂性土（利用開挖土）m3476.41平均高度：（52.60+51.00）/2.00-50.60+0.30=1.50（4.50+1.50*2.00*2.00+4.50）*1.50/2.00*49.00-203.00*0.30-96.76*0.12*0.30-9.04-3.14*0.15*0.15*2014

38、瀝青麻絲填縫m2.50左右側共5道伸縮縫0.50*5.0015瀝青杉板伸縮縫m21.00左右側共5道伸縮縫0.50*0.50*5.00-2.50*0.10七KXY1+115.22新建上堤路上堤坡度31.10/（55.20-54.70）=1:62.201中（細）粒式瀝青砼路面厚度5cmm2124.17平面圖丈量面積496.615/4.00*（1+62.20*62.20）0.50/62.20工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式2碎石厚50（瀝青灌入厚30）m2124.17496.615/4.00*（1+62.20*62.20）0.50

39、/62.2035%水泥碎石穩定層 厚20cmm2124.17496.615/4.00*（1+62.20*62.20）0.50/62.204路基碎石墊層 厚20cmm2124.17496.615/4.00*（1+62.20*62.20）0.50/62.205機切路緣石120*300m47.68平面圖丈量長度，扣除堤頂位置長度（27.20+36.70）*（1+62.20*62.20）0.50/62.20-16.236馬尼拉草皮護面m231.950.50*（27.20+36.70）*（1+62.20*62.20）0.50/62.20八斜坡道（4處）上堤坡度圖示7%1中（細）粒式瀝青砼路面厚度5cmm

40、22847.62（48.60+50.15+45.00+40.86）*3.50*（1+0.07*0.07）0.50+2199.90/4.00*4.002碎石厚50（瀝青灌入厚30）m22847.62（48.60+50.15+45.00+40.86）*3.50*（1+0.07*0.07）0.50+2199.90/4.00*4.0035%水泥碎石穩定層 厚20cmm22847.62（48.60+50.15+45.00+40.86）*3.50*（1+0.07*0.07）0.50+2199.90/4.00*4.004路基碎石墊層 厚20cm（利用開挖砂卵石）m22847.62（48.60+50.15+4

41、5.00+40.86）*3.50*（1+0.07*0.07）0.50+2199.90/4.00*4.005機切路緣石120*300m228.14平面圖丈量長度，扣除堤頂位置長度（48.60+50.15+45.00+40.86）*（1+0.07*0.07）0.50+99.78*4.00-100.00*4.00）+3.14*3.50*4.006馬尼拉草皮護面m286.69228.14*（0.50-0.12）7馬尼拉草皮護坡m2625.39（48.60+50.15+45.00+40.86）*（2.564+3.496）/2.00*（1+2.00*2.00）0.50/2.008堤基表層清皮（棄運0.5K

42、M）m3381.93平面圖丈量面積（625.39+（48.60+50.15+45.00+40.86）*3.50*（1+0.07*0.07）0.50）*0.309C25素砼基礎m3214.63平面圖丈量長度0.75*1.00*（25.39*4.00+（48.60+50.15+45.00+40.86）10普通平面鋼模板 制作、安裝、拆除m2572.34平面圖丈量長度2.00*1.00*（25.39*4.00+（48.60+50.15+45.00+40.86）工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式11堤身夯填砂性土（利用開挖土）m3345

43、5.26平均高度（53+60.37+52.59+58.65）/4-（49.6+56.86+49.44+55.79）/4+0.3=3.53，平均長度（48.6+50.15+45+40.86）/4=46.15（4.50+1.50*2.00*2.00+4.50）*3.53/2.00*46.15*4.00-2847.62*0.50-228.14*0.12*0.3012瀝青麻絲填縫m24.001.00*ROUND（25.39*4.00+（48.60+50.15+45.00+40.86）/12.00,0）13瀝青杉板伸縮縫m215.601.00*0.75*ROUND（25.39*4.00+（48.60+5

44、0.15+45.00+40.86）/12.00,0）-24.00*0.10九土堤段上堤及下河臺階（18座）見臺階位置特性表1M7.5漿砌機切條石臺階m385.23（43.00+248.00）*0.35*0.15*4.60+0.50*0.50*4.60*13.002M7.5漿砌機切條石側墻m315.65（14.53+83.29）*0.20*0.40*2.003砂碎石墊層 坡面（利用開挖砂卵石）m388.17每級臺階砂碎石墊層面積圖號KXX101-1丈量（43.00+248.00）*6.587/100.00*4.60十鋼筋砼堤段下河臺階（2座）1DN50鍍鋅鋼管欄桿m76.00KXX103-137

45、.00+39.002C25鋼筋混凝土樓梯梁m33.20m30.96TL10.20*0.40*1.50*4.00*2.00m31.44TL20.20*0.40*1.50*6.00*2.00m30.32TL30.20*0.40*1.00*2.00*2.00m30.48TL40.20*0.40*1.00*3.00*2.003C25鋼筋混凝土樓梯板m39.79m33.95TB15.731/100.00*1.50*（5.00+9.00+9.00）*2.00工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式m31.26TB2（1.80-0.20*2.00）

46、*0.10*1.50*3.00*2.00m32.18TB35.731/100.00*1.00*（8.00+11.00）*2.00m30.28TB4（1.80-0.20*2.00）*0.10*1.00*2.00m31.83TB55.731/100.00*1.00*（8.00+9.00+6.00+9.00）m30.28TB6（1.80-0.20*2.00）*0.10*1.00*2.004臺階鋼筋制作與安裝 一般鋼筋t1.37計算式附后1.375普通平面鋼模板 制作、安裝、拆除m2111.77m211.00TL1（0.20*0.40+（0.40+0.263+0.20）*1.50）*4.00*2.00

47、m214.69TL2（0.20*0.40+（0.30+0.263+0.20）*1.50）*6.00*2.00m23.77TL3（0.20*0.40+（0.40+0.263+0.20）*1.00）*2.00*2.00m25.06TL4（0.20*0.40+（0.30+0.263+0.20）*1.00）*3.00*2.00m226.59TB1（5.731/100.00*（5.00+9.00+9.00）*2.00+0.309*1.50*（5.00+9.00+9.00）*2.00m214.28TB2（1.80-0.20*2.00）*0.10*2.00+（1.80-0.20*2.00）*1.50）*3.

48、00*2.00m216.10TB3（5.731/100.00*（8.00+11.00）*2.00+0.309*1.00*（8.00+11.00）*2.00m23.36TB4（1.80-0.20*2.00）*0.10*2.00+（1.80-0.20*2.00）*1.00）*2.00m213.56TB55.731/100.00*（8.00+9.00+6.00+9.00）*2.00+0.309*1.00*（8.00+9.00+6.00+9.00）工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式m23.36TB6（1.80-0.20*2.00）*0.

49、10*2.00+（1.80-0.20*2.00）*1.00）*2.006下河樓梯圍欄及警示標志處2.002.00工工 程程 量量 計計 算算 書書工程名稱:木蘭溪防洪工程仙榜段B4標序號項目名稱單位工程量計算公式榜頭左岸防洪堤工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段C9標樁號長度表土清皮土方開挖堤身夯填土粘性土夯填砂性土夯填開挖邊線長(m)表層清皮長(m)體積（m3）丈量體積（m3）丈量體積（m3）丈量體積（m3）丈量體積（m3）23.7924.79288.86527.49345.94BTZ+0050.0050.0024.1425.14359.45287.99217.41570.441

50、097.93359.76705.70BTZ0+100.0050.0016.8917.89307.76302.50282.74634.511204.95393.48753.24BTZ0+100.0016.8917.89302.50634.51393.48BTZ0+150.0050.0026.3927.39324.62610.26588.15427.761062.27360.14753.62BTZ0+200.0050.0023.3524.35373.07277.52514.72696.781124.54393.48753.62BTZ0+240.0040.0027.1528.15303.05327.

51、33180.83787.031187.05656.60840.06BTZ0+270.0030.0027.1528.15244.39327.33148.41787.03944.44656.60787.92BTZ0+270.0027.8228.82385.89554.69151.29BTZ0+300.0030.0027.8228.82250.36385.89212.71554.69665.63151.29181.55BTZ0+350.0050.0029.3530.35428.75329.84286.99536.741091.43216.16367.45BTZ0+390.0040.001.00176

52、.0987.78429.39172.93BTZ0+390.001.00BTZ0+400.0010.0016.1217.1224.18161.808.18421.5784.31230.4946.10BTZ0+450.0050.0018.2019.20257.43189.6193.98249.67671.24177.62408.11BTZ0+500.0050.0021.0422.04294.33225.11120.39362.83612.50266.44444.06BTZ0+550.0050.0022.5323.53326.78282.14180.48246.64609.47273.37539.8

53、1BTZ0+600.0050.0018.2319.23305.67178.46154.93410.17656.81197.78471.15BTZ0+650.0050.0017.7718.77269.94185.7494.26330.78740.95149.05346.83BTZ0+700.0050.0017.8318.83266.94192.87111.67563.19893.97157.52306.57BTZ0+750.0050.001.00133.7059.18563.19157.52BTZ0+800.0050.001.00BTZ0+800.001.00BTZ0+850.0050.0063

54、.9964.99479.932579.502099.581806.431806.431171.141171.14986.57986.57BTZ0+900.0050.0027.2728.27684.48314.312209.33301.412107.84484.281655.42349.431336.00BTZ0+900.110.111.000.450.240.661.07349.431.54BTZ0+900.111.00349.43BTZ0+956.0655.9524.8525.85208.54258.7080.95284.87318.77464.59519.88401.07839.81BTZ

55、1+000.0043.9427.2428.24343.30279.94130.06310.19522.94450.92804.55566.77850.54BTZ1+050.0050.0024.8125.81390.35259.62149.22272.52582.71402.81853.73490.111056.88BTZ1+100.0050.0026.7827.78386.88276.19148.93311.67584.19456.48859.29485.75975.86BTZ1+150.0050.0024.8725.87387.32258.37147.25262.32573.99392.53

56、849.01431.34917.09BTZ1+200.0050.0026.6827.68386.63273.96145.71300.93563.25411.07803.60566.48997.82BTZ1+252.2652.2624.2225.22399.01234.67132.61185.92508.86418.08866.63501.231115.97BTZ1+300.0047.7425.2026.20353.84261.80120.19154.01324.57386.36768.08545.98999.88BTZ1+300.0025.2026.20261.80154.01386.3654

57、5.98BTZ1+350.0050.0051.7652.76577.16308.007.36312.36466.37308.27694.63335.97881.95BTZ1+397.2847.2873.6174.61889.124516.593673.01295.371356.331574.05698.28977.99BTZ1+397.2873.6174.614516.59698.28BTZ1+422.3925.1173.6174.61554.524516.593981.941356.33681.15698.28701.35BTZ1+458.5036.1173.6174.61797.44451

58、6.595726.321356.331959.08698.281008.60BTZ1+458.501.00BTZ1+470.0011.5017.5918.5930.34221.9720.7130.747.07210.0648.31榜頭左岸防洪堤工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段C9標樁號長度表土清皮土方開挖堤身夯填土粘性土夯填砂性土夯填開挖邊線長(m)表層清皮長(m)體積（m3）丈量體積（m3）丈量體積（m3）丈量體積（m3）丈量體積（m3）BTZ1+500.0030.0015.6316.63149.48173.8388.0097.3876.87235.56267.37BTZ1+

59、550.0050.0016.5917.59241.67200.91133.0854.35151.73216.27451.83BTZ1+600.0050.0021.7322.73287.39223.01136.54101.86156.21193.72409.99BTZ1+650.0050.0022.9023.90334.68259.70148.0387.72189.58150.98344.70BTZ1+730.0080.0016.4117.41471.67198.10260.81155.29388.82230.35610.13BTZ1+750.0020.0015.1816.1894.76187.

60、9959.68129.14113.77192.76169.24BTZ1+800.0050.0016.0217.02233.97180.80134.82174.95304.09223.01415.77BTZ1+850.0050.0017.8718.87254.18187.81114.44121.94296.89443.64666.65BTZ1+900.0050.0019.3120.31278.88226.48135.41349.83471.77415.91859.55BTZ1+900.001.00BTZ1+950.0050.0030.7831.78230.84376.18145.35709.41

61、709.41349.78349.78BTZ2+000.0050.0055.4456.44646.672718.702448.2284.87794.2847.64397.42BTZ2+025.8725.8755.4456.44430.302718.702383.0184.8787.8247.6449.30小計2025.8715170.2128288.8226044.3227137.5813647.84榜頭左岸防洪堤工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段C9標樁號長度表土清皮土方開挖堤身夯填土粘性土夯填砂性土夯填開挖邊線長(m)表層清皮長(m)體積（m3）丈量體積（m3）丈量體積（m3）

62、丈量體積（m3）丈量體積（m3）榜頭左岸防洪堤工程量計算式（二）草皮護坡、水土保護毯底端C20素砼護腳伸縮縫生態砌塊護腳底端C20素砼護腳伸縮縫面積（m2）平面長（m）體積（m3）模板面積道數瀝青麻絲(m)瀝青杉板面積（m2）平面長（m）體積（m3）模板面積道數瀝青麻絲(m)瀝青杉板長度丈量0.25800.00200.00800.5053.0053.0010.600.86530.00455.801061.7235.0059.5027.13長度丈量0.75100.1175.08201.727.0012.254.640.86497.17427.57996.0633.0056.1025.58長度丈量

63、0.25558.39139.60558.8937.0037.007.40榜頭左岸防洪堤工程量計算式（二）草皮護坡、水土保護毯底端C20素砼護腳伸縮縫生態砌塊護腳底端C20素砼護腳伸縮縫面積（m2）平面長（m）體積（m3）模板面積道數瀝青麻絲(m)瀝青杉板面積（m2）平面長（m）體積（m3）模板面積道數瀝青麻絲(m)瀝青杉板長度丈量0.75567.37425.531136.2438.0066.5025.18840.212697.35168.7547.81883.372057.78115.6052.70榜頭左岸防洪堤工程量計算式（二）草皮護坡、水土保護毯底端C20素砼護腳伸縮縫生態砌塊護腳底端C2

64、0素砼護腳伸縮縫面積（m2）平面長（m）體積（m3）模板面積道數瀝青麻絲(m)瀝青杉板面積（m2）平面長（m）體積（m3）模板面積道數瀝青麻絲(m)瀝青杉板榜頭左岸防洪堤工程量計算式（三）草皮護坡砂碎石反濾臺階式生態砌塊護面混凝土砌塊擋墻350g/m2反濾土工布鋪設開挖土回填斜長（m）面積（m2）面積（m2）體積（m3）斜長（m）面積（m2）斜長（m）面積（m2）斜長（m）面積（m2）丈量體積（m3）3.953.95197.503.82194.253.829.07322.258.84447.758.75351.808.75262.503.0162.125.008.1320.003.0190.3

65、062.1274.545.00150.008.13243.9620.0024.007.74268.7561.64123.765.00250.008.13406.6020.0040.00154.8049.315.00200.008.13325.2820.0032.005.008.135.9629.8049.279.855.0050.008.1381.325.20279.0059.86109.135.00250.008.13406.605.07256.7559.85119.715.00250.008.13406.604.94250.2563.18123.035.00250.008.13406.60

66、5.45259.7573.58136.765.00250.008.13406.605.46272.7542.75116.335.00250.008.13406.605.68278.5054.7697.515.00250.008.13406.60142.0054.765.00250.008.13406.605.00250.008.13406.607.29182.253.25263.500.183.004.124.56127.573.00167.854.12230.514.56200.373.00131.824.12181.034.58228.503.00150.004.12206.004.722

67、32.503.00150.004.12206.004.61233.253.00150.004.12206.002.68182.253.00150.004.12206.002.75141.893.00156.784.12215.312.37122.213.00143.224.12196.692.373.004.122.46120.753.00150.004.12206.0058.153.00141.844.12194.7920.002.9617.0220.009.20榜頭左岸防洪堤工程量計算式（三）草皮護坡砂碎石反濾臺階式生態砌塊護面混凝土砌塊擋墻350g/m2反濾土工布鋪設開挖土回填斜長（m）

68、面積（m2）面積（m2）體積（m3）斜長（m）面積（m2）斜長（m）面積（m2）斜長（m）面積（m2）丈量體積（m3）2.6684.3020.0024.002.77135.7520.0040.002.90141.7520.0040.003.55161.2520.0040.003.73291.2020.0064.003.9176.4020.0016.004.21203.0020.0040.004.47217.0020.0040.006.84282.7520.0040.0020.006.04151.0020.0040.001.65192.2520.0040.001.6542.6920.0020.7

69、08148.421014.705.002650.003.001491.516358.30549.90榜頭左岸防洪堤工程量計算式（三）草皮護坡砂碎石反濾臺階式生態砌塊護面混凝土砌塊擋墻350g/m2反濾土工布鋪設開挖土回填斜長（m）面積（m2）面積（m2）體積（m3）斜長（m）面積（m2）斜長（m）面積（m2）斜長（m）面積（m2）丈量體積（m3）榜頭左岸防洪堤工程量計算式（四）生態綠濱網墊護坡厚300拋石護腳（回填）柔性水土保護毯護腳護坡備注斜長（m）面積（m2）面積（m2）體積（m3）斜長（m）面積（m2）斜長（m）面積（m2）框格梁道數C20框格梁鋼筋瀝青杉板模板5.07175.895.0

70、05.0750.70175.8970.365.0050.005.07253.50168.01343.905.00250.005.07253.50119.72287.735.00250.005.07253.50117.00236.725.00250.005.07253.50143.43260.435.00250.005.07253.50107.87251.305.00250.005.07253.50122.61230.485.00250.005.07253.50122.615.00250.005.07253.505.00250.0016.85421.2532.6932.6910.52684.25

71、32.690.1410.521.1625.0010.5225.0055.9510.47587.2025.0043.9410.36457.6425.0050.0010.23514.7525.0050.0010.12508.7525.0050.009.98502.5025.0050.009.82495.0025.0052.269.63508.2325.0047.749.47455.9225.009.4725.0050.009.28468.7525.0047.2817.17625.283.000.380.8017.173.0075.330.389.450.8020.0917.17431.143.00

72、108.330.3813.590.8028.8917.17620.0117.176.94138.63榜頭左岸防洪堤工程量計算式（四）生態綠濱網墊護坡厚300拋石護腳（回填）柔性水土保護毯護腳護坡備注斜長（m）面積（m2）面積（m2）體積（m3）斜長（m）面積（m2）斜長（m）面積（m2）框格梁道數C20框格梁鋼筋瀝青杉板模板6.83206.556.70338.256.62333.006.56329.506.51522.806.46129.706.40321.509.02385.506.96399.508.918.91445.502.39282.502.3961.833.522262.36235

73、6.562098.989.8411176.57164.0064.545.61322.72645.44榜頭左岸防洪堤工程量計算式（四）生態綠濱網墊護坡厚300拋石護腳（回填）柔性水土保護毯護腳護坡備注斜長（m）面積（m2）面積（m2）體積（m3）斜長（m）面積（m2）斜長（m）面積（m2）框格梁道數C20框格梁鋼筋瀝青杉板模板榜頭擋墻工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段B4標樁號長度高程墻高C20埋石砼擋墻擋土墻及底板伸縮縫墻頂基礎底面積體積（m3）模板長模板道數瀝青麻絲(m)瀝青杉板土工布34.5032.401.301.162.672.462.21BTZ0+100.00100.00

74、34.5032.401.301.16116.032.67267.182.462.21小計100.001.16116.03267.182.462.21平面圖長度38.3044.44104.653.007.376.6913.24BTZ0+100.0034.5031.302.302.804.733.603.31BTZ0+150.0050.0034.5031.302.302.80140.014.73236.353.603.31BTZ0+200.0050.0034.5031.002.603.34153.535.34251.763.913.61BTZ0+240.0040.0034.5030.802.803

75、.72141.305.75221.964.123.81BTZ0+250.0010.0034.5030.802.803.7237.245.7557.554.123.81BTZ0+270.0020.0034.5029.803.805.9196.337.81135.645.174.82小計170.003.72568.41903.274.093.78平面圖長度38.30128.06210.933.0012.2716.3022.68BTZ0+800.0034.2027.505.7014.6311.907.746.86BTZ0+815.7815.7832.6027.504.108.72184.298.56

76、161.476.025.25BTZ0+850.0034.2231.8027.503.306.29256.956.89264.405.154.44BTZ0+900.1150.1131.0027.502.504.22263.425.22303.464.293.63小計100.118.47704.66729.325.805.04平面圖長度183.601292.331354.5012.0069.6110.44121.05BTZ1+397.2831.0027.502.503.165.143.933.61BTZ1+401.624.3431.0027.502.503.1613.705.1422.303.93

77、3.61BTZ1+422.3920.7731.0027.502.503.1665.565.14106.723.933.61BTZ1+428.396.0031.0027.502.503.1618.945.1430.833.933.61BTZ1+432.313.9231.0027.502.503.1612.375.1420.143.933.61BTZ1+458.5026.1931.0027.502.503.1682.665.14134.573.933.61小計61.223.16193.23314.553.933.61平面圖長度149.70472.495.14775.4810.0039.285.89

78、72.20BTZ1+397.281.291.242.682.772.09BTZ1+401.624.341.291.245.362.6811.632.772.09BTZ1+422.3920.771.291.2425.672.6855.652.772.09BTZ1+428.396.001.291.247.412.6816.082.772.09BTZ1+432.313.921.291.244.842.6810.502.772.09BTZ1+458.5026.191.291.2432.372.6870.172.772.09小計61.221.2475.66164.032.772.09平面圖長度149.7

79、0185.002.68403.5710.0027.654.1541.80合計559.602122.322849.13156.1743.47270.97136榜頭擋墻工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段B4標樁號長度高程墻高C20埋石砼擋墻擋土墻及底板伸縮縫墻頂基礎底面積體積（m3）模板長模板道數瀝青麻絲(m)瀝青杉板土工布榜頭擋墻工程量計算式（二）工程名稱:木蘭溪防洪工程仙榜段B4標16厚芝麻灰花崗巖貼面C20埋石砼底板C10素砼墊層素砼墊層伸縮縫開挖土回填長度面積面積體積（m3）模板（m2）面積體積（m3）模板（m2）道數瀝青杉板丈量體積（m3）1.190.2228.731.19

80、119.100.2221.8528.73114.901.19119.100.2221.85114.9045.6248.348.378.103.000.6644.011.770.2726.731.7788.730.2713.6826.7355.451.8791.090.2914.0126.7353.451.9376.020.3011.6626.7342.761.9319.320.302.9626.7310.692.2541.790.346.3726.7321.381.92316.940.2948.68183.7371.4157.4610.978.253.000.8841.395.924.190.

81、544.2079.883.4860.530.467.883.34129.003.13113.200.4114.832.48145.722.78148.130.3719.523.99354.593.40321.860.4442.23650.32590.28300.5577.4637.6112.005.332.221.980.302.229.651.988.580.301.312.2246.211.9841.070.306.282.2213.351.9811.870.301.822.228.721.987.750.301.192.2258.261.9851.790.307.92136.191.98

82、121.060.3018.52333.02296.03213.5445.2830.5510.003.030.910.190.180.913.940.190.830.180.760.9118.860.193.970.183.630.915.450.191.150.181.050.913.560.190.750.180.690.9123.780.195.000.184.580.9155.590.1911.6910.71135.93211.4028.590.3810.001.9126.20983.351139.26831.29170.6784.8811.81111.60榜頭擋墻工程量計算式（二）工程

83、名稱:木蘭溪防洪工程仙榜段B4標16厚芝麻灰花崗巖貼面C20埋石砼底板C10素砼墊層素砼墊層伸縮縫開挖土回填長度面積面積體積（m3）模板（m2）面積體積（m3）模板（m2）道數瀝青杉板丈量體積（m3）榜頭擋墻工程量計算式（三）工程名稱:木蘭溪防洪工程仙榜段B4標鏤空石欄桿機切條石（切角）壓頂C20素砼壓頂素砼壓頂伸縮縫50PVC排水管備注長度寬度體積（m3）體積（m3）模板（m2）道數瀝青杉板個數每根長度總長3.8315.523.000.3019.000.8616.343.8315.523.000.3019.001.1221.2818.3673.6412.001.20184.002.00368

84、.0014.9760.0810.001.0075.001.1082.5040.99164.762.80297.00488.12榜頭擋墻工程量計算式（三）工程名稱:木蘭溪防洪工程仙榜段B4標鏤空石欄桿機切條石（切角）壓頂C20素砼壓頂素砼壓頂伸縮縫50PVC排水管備注長度寬度體積（m3）體積（m3）模板（m2）道數瀝青杉板個數每根長度總長蓋尾左岸防洪堤工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段C9標樁號長度表土清皮土方開挖堤身夯填土粘性土夯填砂性土夯填開挖邊線長(m)表層清皮長(m)體積（m3）丈量體積（m3）丈量體積（m3）丈量體積（m3）丈量體積（m3）45.9146.91790.84

85、582.53375.22GWZ+0070.0070.0045.9146.91964.15790.841250.20582.531631.08375.221050.62GWZ0+100.0030.0035.9936.99368.54856.45619.83339.20553.04404.62467.90GWZ0+150.0050.0035.5636.56536.58331.53651.40440.61779.81407.43812.05GWZ0+200.0050.0032.5133.51510.50296.94117.98485.36925.97418.61826.04GWZ0+230.0030

86、.0033.7934.79298.34393.49115.92694.09707.67405.95494.73GWZ0+230.0033.7934.79393.49694.09405.95GWZ0+271.3441.3435.5636.56430.01526.54330.67981.711385.55388.50656.85GWZ0+298.7027.3634.8835.88289.06369.70201.36941.211052.22336.25396.58GWZ0+350.0051.3033.2434.24524.15279.24141.661055.572048.70348.15702.

87、19GWZ0+400.0050.0035.3536.35514.38331.8396.69939.131994.70359.18707.33GWZ0+450.0050.0037.3538.35545.24517.96304.56705.591644.72373.30732.48GWZ0+500.0050.0030.6631.66510.09229.13237.00894.531600.12413.51786.81GWZ0+565.0265.0232.3633.36614.60347.68135.49868.262292.33630.751357.96GWZ0+600.0034.9832.993

88、3.99342.85636.55345.72402.72889.18313.06660.29GWZ0+632.0032.0032.1833.18312.80418.78362.61174.12369.18726.63665.40GWZ0+632.0032.1833.18418.78174.12726.63172.44GWZ0+654.2922.2931.6232.62213.32267.0992.4414.8884.251014.70776.28172.44153.75GWZ0+700.0045.7125.6326.63392.53243.4774.2213.601035.001873.841

89、99.09339.65GWZ0+742.1942.1928.5829.58343.09386.66188.61350.771169.31214.51349.00GWZ0+770.0027.8126.6427.64230.36354.80182.04518.06483.24246.68256.52GWZ0+770.0026.6427.64354.80518.06246.68GWZ0+800.0030.0024.5425.54230.29320.43174.85698.52729.95281.39316.84GWZ0+850.0050.0027.7928.79392.48404.12332.089

90、21.041619.56219.42500.81GWZ0+922.8772.8726.4527.45592.94421.03609.641149.853018.12206.97621.42GWZ0+965.0042.1317.3118.31276.56260.14297.40394.221301.0354.34220.18GWZ0+965.0017.3118.31260.14394.2254.34GWZ0+980.0015.0014.0515.0570.56202.8668.34125.18155.8216.30GWZ1+004.8224.8210.5511.5591.60132.6474.9

91、563.4293.62GWZ1+004.8210.5511.55132.6463.42GWZ1+027.4422.627.368.3660.7768.6530.297.1331.92GWZ1+052.6225.187.368.3655.6068.6513.557.137.18GWZ1+052.6235.5136.51377.84896.00428.62GWZ1+100.0047.3835.5136.51504.80377.84211.29896.001698.10428.62812.32GWZ1+100.0035.5136.51377.84896.00428.62GWZ1+200.00100.

92、0037.3638.361093.05558.24779.11839.163470.32411.251679.74GWZ1+250.0050.0032.5633.56524.36582.41616.30604.551443.71374.75786.00GWZ1+300.0050.0042.6843.68564.271961.981980.12466.821071.37340.08714.83GWZ1+350.0050.0030.4031.40548.10744.342158.22508.93975.75370.36710.44GWZ1+400.0050.0038.3039.30515.2861

93、7.60846.66530.731039.66439.31809.67GWZ1+450.0050.0040.7341.73592.73421.51446.391224.141754.87590.611029.92GWZ1+500.0050.0040.0641.06605.91397.82213.421261.942486.08542.531133.14GWZ1+570.0070.0035.4636.46792.94362.70271.791990.724553.72687.641722.24GWZ1+600.0030.0035.3136.31318.47428.06155.991283.241

94、964.38511.94719.75GWZ1+650.0050.0050.3751.37642.65855.14640.56651.501934.74490.351002.29GWZ1+671.7821.7842.4743.47303.34926.48472.74367.71443.97287.32338.75GWZ1+671.7842.4743.47926.48367.71287.32GWZ1+700.0028.2232.2433.24316.271018.91781.71207.5324.25175.85GWZ1+750.0050.0051.3652.36627.031062.431454

95、.31144.43168.68GWZ1+769.2519.2545.2546.25278.961424.10678.3590.6590.50蓋尾左岸防洪堤工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段C9標樁號長度表土清皮土方開挖堤身夯填土粘性土夯填砂性土夯填開挖邊線長(m)表層清皮長(m)體積（m3）丈量體積（m3）丈量體積（m3）丈量體積（m3）丈量體積（m3）GWZ1+769.2545.2546.251424.1090.65GWZ1+800.0030.7535.4736.47372.312001.841734.654.7358.66GWZ1+860.8460.8451.6452.647

96、94.974213.146767.424.7311.51GWZ1+900.0039.1661.1362.13662.405801.097180.754.737.41GWZ1+950.0050.0061.5762.57920.255999.8110880.654.739.46GWZ2+046.0096.0061.5762.571773.225999.8121266.0544.9495.37GWZ2+046.0049.7050.702930.8744.94GWZ2+100.0054.0049.7050.70805.142930.875525.54140.33200.09GWZ2+150.0050.

97、0042.0143.01687.861721.333964.35258.28398.61GWZ2+200.0050.0026.1027.10510.83508.381718.89481.14739.42GWZ2+200.0026.1027.10508.38481.14GWZ2+246.8446.8421.6122.61335.18371.68489.26261.71245.17514.35932.58221.99207.96GWZ2+300.0053.1634.7335.73449.26411.60383.531180.371533.22452.091027.52251.95503.89GWZ

98、2+350.0050.0026.0227.02455.61263.99219.981334.212514.58439.24891.33284.29536.24GWZ2+400.0050.0021.0522.05352.98262.58173.591067.732401.94422.97862.21275.71560.00GWZ2+436.3836.3821.0522.05229.70262.58152.411067.731553.76422.97615.51275.71401.21小計2436.3826289.1979213.4849264.9939320.884983.78蓋尾左岸防洪堤工程

99、量計算式（一）工程名稱:木蘭溪防洪工程仙榜段C9標樁號長度表土清皮土方開挖堤身夯填土粘性土夯填砂性土夯填開挖邊線長(m)表層清皮長(m)體積（m3）丈量體積（m3）丈量體積（m3）丈量體積（m3）丈量體積（m3）蓋尾左岸防洪堤工程量計算式（二）草皮護坡、水土保護毯底端C20素砼護腳、壓頂伸縮縫生態砌塊護腳底端C20素砼護腳伸縮縫面積（m2）平面長（m）體積（m3）模板面積道數瀝青麻絲(m)瀝青杉板面積（m2）平面長（m）體積（m3）模板面積道數瀝青麻絲(m)瀝青杉板長度丈量0.25603.40150.85603.9040.0040.008.00長度丈量0.15595.8089.37357.78

100、40.0040.004.000.75602.50451.881206.5040.0070.0026.500.86129.50111.37260.729.0015.306.98長度丈量0.25334.2083.55335.2022.0022.004.40長度丈量0.7565.5049.13132.504.004.002.80蓋尾左岸防洪堤工程量計算式（二）草皮護坡、水土保護毯底端C20素砼護腳、壓頂伸縮縫生態砌塊護腳底端C20素砼護腳伸縮縫面積（m2）平面長（m）體積（m3）模板面積道數瀝青麻絲(m)瀝青杉板面積（m2）平面長（m）體積（m3）模板面積道數瀝青麻絲(m)瀝青杉板長度丈量0.751

101、120.70840.532242.9075.0075.0052.501213.423672.28181.0071.70563.251467.2285.3033.48蓋尾左岸防洪堤工程量計算式（二）草皮護坡、水土保護毯底端C20素砼護腳、壓頂伸縮縫生態砌塊護腳底端C20素砼護腳伸縮縫面積（m2）平面長（m）體積（m3）模板面積道數瀝青麻絲(m)瀝青杉板面積（m2）平面長（m）體積（m3）模板面積道數瀝青麻絲(m)瀝青杉板蓋尾左岸防洪堤工程量計算式（三）蓋尾左岸防洪堤工程量計算式（四）草皮護坡混凝土砌塊擋墻350g/m2反濾土工布鋪設開挖土回填生態綠濱網墊護坡厚300拋石護腳（回填）斜長（m）面積

102、（m2）斜長（m）面積（m2）斜長（m）面積（m2）丈量體積（m3）斜長（m）面積（m2）面積（m2）體積（m3）1.3629.821.3695.2029.8283.501.3340.3534.0238.302.2188.5051.6185.633.07132.0051.69103.304.08107.3051.6962.034.085.07101.175.48197.685.07209.59101.17167.295.25146.795.07138.72105.17112.915.01263.175.07260.09201.16314.294.80245.255.07253.50159.43

103、360.594.54233.505.07253.50116.48275.914.29220.755.07253.50176.25292.734.05271.135.07329.65127.03394.393.82137.655.07177.3542.39118.5361.125.07162.2426.1743.882.002.655.0726.172.0044.582.6559.075.07113.0114.8818.302.0091.422.65121.135.07231.7514.8827.212.0084.382.65111.805.07213.9014.8825.112.0055.62

104、2.6573.705.07141.0014.3416.255.0714.345.07152.1013.7516.855.07253.5061.2575.005.07369.4586.08214.725.07213.6072.5320.0020.0012.0020.0019.867.10121.907.10336.40121.90231.027.10121.905.25617.50228.20700.205.19261.00188.00416.204.36238.75188.47376.474.24215.00188.26376.734.89228.25188.28376.547.31305.0

105、0206.97395.257.70375.25326.40533.3710.13624.05211.98753.738.32276.75494.98424.182.92281.00232.91727.891.6549.75230.84202.011.65230.8423.25228.15259.05193.67421.82137.15127.36蓋尾左岸防洪堤工程量計算式（三）蓋尾左岸防洪堤工程量計算式（四）草皮護坡混凝土砌塊擋墻350g/m2反濾土工布鋪設開挖土回填生態綠濱網墊護坡厚300拋石護腳（回填）斜長（m）面積（m2）斜長（m）面積（m2）斜長（m）面積（m2）丈量體積（m3）斜長（

106、m）面積（m2）面積（m2）體積（m3）137.1546.86113.1763.12133.8263.1298.8762.43125.5562.43239.731.7242.931.7292.8842.9392.732.67109.7542.9385.864.25173.0042.9385.864.2542.931.03123.6638.4076.190.9753.1640.6284.011.0149.5038.4079.020.2932.5038.4376.830.2910.5538.4355.926717.332.00276.00365.708074.015.073726.452546.4

107、9蓋尾左岸防洪堤工程量計算式（三）蓋尾左岸防洪堤工程量計算式（四）草皮護坡混凝土砌塊擋墻350g/m2反濾土工布鋪設開挖土回填生態綠濱網墊護坡厚300拋石護腳（回填）斜長（m）面積（m2）斜長（m）面積（m2）斜長（m）面積（m2）丈量體積（m3）斜長（m）面積（m2）面積（m2）體積（m3）柔性水土保護毯護腳護坡（平面圖丈量面積/長度=斜長）備注斜長（m）面積（m2）斜長（m）面積（m2）框格梁道數C20框格梁鋼筋瀝青杉板模板8.758.75612.5010.01281.4010.04501.2510.01501.259.99299.985.009.995.00206.709.96412.3

108、55.00136.809.96272.515.00256.509.93510.185.00250.009.93496.505.00250.009.90495.755.00250.009.88494.505.00325.109.85641.425.00174.909.80343.685.00160.009.80313.605.009.805.00111.459.80218.445.00228.5511.44485.445.00210.9511.44482.655.00139.0511.44318.155.0011.445.00150.0011.44343.205.00250.0011.44572

109、.005.00364.3514.13931.64蓋尾左岸防洪堤工程量計算式（四）拋石護腳（回填）5.00210.656.98444.776.984.4485.684.44110.2010.8210.82512.6510.8210.741078.0010.68535.5010.62532.5010.60530.5010.58529.5010.52527.5010.50525.5010.44732.9010.41312.7510.36519.2510.35225.5010.3510.33291.7510.33516.5010.30198.56柔性水土保護毯護腳護坡（平面圖丈量面積/長度=斜長）備注

110、斜長（m）面積（m2）斜長（m）面積（m2）框格梁道數C20框格梁鋼筋瀝青杉板模板蓋尾左岸防洪堤工程量計算式（四）拋石護腳（回填）10.3010.25315.9410.22622.7010.19399.6310.25511.0010.25984.0010.0110.01540.549.98499.759.82495.009.829.74458.109.63514.859.44476.759.20466.009.20334.703675.009.9424356.86166.0066.035.61330.16660.32柔性水土保護毯護腳護坡（平面圖丈量面積/長度=斜長）備注斜長（m）面積（m2）

111、斜長（m）面積（m2）框格梁道數C20框格梁鋼筋瀝青杉板模板蓋尾左岸防洪堤工程量計算式（四）拋石護腳（回填）榜頭擋墻工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段B4標樁號長度高程墻高C20埋石砼擋墻擋土墻及底板伸縮縫墻頂基礎底面積體積（m3）模板長模板道數瀝青麻絲(m)瀝青杉板土工布GWZ0+770.0030.0026.003.104.886.424.534.28GWZ0+965.00195.0030.0026.003.104.88952.096.421251.724.534.28小計195.004.88952.091251.724.534.28平面圖長度197.60964.781278.

112、1713.0058.9591.01111.39GWZ1+052.6230.0026.003.104.886.424.534.28GWZ1+085.0032.3829.5027.001.701.67106.093.49160.492.872.61小計32.383.28106.09160.493.703.45平面圖長度39.20128.43200.853.0011.1114.7420.68GWZ1+085.0029.5027.001.701.673.492.872.61GWZ1+769.25684.2529.5027.001.701.671142.873.492390.682.872.61小計68

113、4.251.671142.872390.682.872.61平面圖長度650.001085.662274.3643.00123.62121.50224.33GWZ2+200.0029.5027.501.101.182.282.572.11GWZ2+223.3023.3029.5026.372.233.0349.044.6280.333.763.25小計23.302.1049.0480.333.162.68平面圖長度23.2048.8384.202.006.337.5810.73GWZ2+223.3029.5025.003.606.127.455.214.64GWZ2+436.38213.082

114、9.5025.003.606.121304.057.451588.385.214.64小計213.086.121304.051588.385.214.64平面圖長度233.301427.801751.3516.0083.43134.07148.49合計1143.303655.515588.93283.44368.89515.63榜頭擋墻工程量計算式（二）工程名稱:木蘭溪防洪工程仙榜段B4標16厚芝麻灰花崗巖貼面C20埋石砼底板C10素砼墊層素砼墊層伸縮縫開挖土回填長度面積面積體積（m3）模板（m2）面積體積（m3）模板（m2）道數瀝青杉板丈量體積（m3）2.832.350.362.83552.

115、112.35457.280.3669.232.83552.112.35457.280.3669.23559.47463.37281.3370.1540.2313.004.622.832.350.3628.731.3667.811.3059.000.249.5828.7337.202.0967.811.8259.000.309.5837.2082.1071.4250.6811.598.433.000.8945.041.361.300.2428.731.36928.691.30888.840.24161.8328.73786.201.36928.691.30888.840.24161.83786.

116、20882.21844.35782.60153.73130.4743.0010.17746.850.811.650.2628.771.9532.162.0442.940.316.6028.7726.811.3832.161.8442.940.286.6026.8132.0242.7531.536.575.212.000.5726.703.342.520.3828.773.34711.032.52536.960.3880.9728.77245.213.34711.032.52536.960.3880.97245.21778.50587.92285.0088.6547.4216.006.08268

117、.482334.302009.811431.14330.69231.7622.321087.07榜頭擋墻工程量計算式（三）工程名稱:木蘭溪防洪工程仙榜段B4標鏤空石欄桿機切條石（切角）壓頂C20素砼壓頂素砼壓頂伸縮縫50PVC排水管備注長度寬度體積（m3）體積（m3）模板（m2）道數瀝青杉板個數每根長度總長19.7679.2413.001.30198.001.54304.924.7015.923.000.3620.000.9218.4078.00260.2443.005.16325.000.92299.003.719.602.000.3224.001.7140.9237.3393.6416.0

118、02.56234.001.71398.97143.50458.649.70801.001062.21鋼鋼筋筋工工程程量量計計算算表表編號直徑（mm）單根長（mm）根數（根）總長（m）每米重（kg/m）重量（kg）搭接數（個）每個搭接頭長度（m）搭接重（kg）總重（t）單價合價一、綠籬鋼筋 總長2025.93米扣除臺階段長度16.517301013117526.630.2654644.560.000.000.004.643166.0014704.6726.57402026214993.880.2653973.380.000.000.003.973166.0012579.7236.52025930

119、1224311.160.2656442.462700.000.000.006.443166.0020396.82合計15.0647681.20一、榜頭左岸水土保護毯框格梁共244.00道，平均每道長度4.59米，上下各錨入砼基座或砼護腳各50mm1124690418.760.88816.660.000.060.000.023179.0052.96288002016.000.3956.320.000.000.000.013140.0019.84合計5.6117764.0291237970752847.750.8882528.80300.000.0615.982.543179.008089.87拉

120、結筋8760222168.720.39566.640.000.000.000.073140.00209.26架立筋128083629.100.88825.840.000.060.000.033179.0082.14合計38.39121580.52二、C25鋼筋砼堤鋼筋 總長8.37米（KXZ0+038.09-KXZ0+046.46）118270043116.101.998231.970.000.090.000.233062.00710.2921413004355.901.20867.530.000.070.000.073086.00208.3931817004373.101.998146.05

121、0.000.090.000.153062.00447.22418240043103.201.998206.190.000.090.000.213062.00631.36512825031255.750.888227.110.000.060.000.233179.00721.97拉結筋8560147.840.3953.100.000.000.000.003140.009.72架立筋1246200.000.8880.000.000.060.000.003179.000.00合計0.882728.95三、C25鋼筋砼堤鋼筋 總長9.20米（KXZ0+079.54-KXZ0+088.74）118270

122、047126.901.998253.550.000.090.000.253062.00776.3621413004761.101.20873.810.000.070.000.073086.00227.7731817004779.901.998159.640.000.090.000.163062.00488.82418240047112.801.998225.370.000.090.000.233062.00690.10512908031281.480.888249.9531.000.061.650.253179.00799.86拉結筋8560168.960.3953.540.000.000.0

123、00.003140.0011.11架立筋1246200.000.8880.000.000.060.000.003179.000.00合計0.972994.02四、C25鋼筋砼堤鋼筋 總長277.79米（KXZ0+088.74-KXZ0+366.53）120425022239447.752.46623298.150.000.100.0023.303062.0071338.94216275013903822.501.5786031.910.000.080.006.033062.0018469.69316270013903753.001.5785922.230.000.080.005.923062.

124、0018133.88416230013903197.001.5785044.870.000.080.005.043062.0015447.38520532611125922.512.46614604.910.000.100.0014.603062.0044720.25620432011114799.522.46611835.620.000.100.0011.843062.0036240.66716560011126227.201.5789826.520.000.080.009.833062.0030088.81816420011114666.201.5787363.260.000.080.00

125、7.363062.0022546.319122776707520825.250.88818492.822250.000.06119.8818.613179.0059169.78拉結筋876016621263.120.395498.930.000.000.000.503140.001566.65架立筋12808276223.090.888198.100.000.060.000.203179.00629.77合計103.24318352.12左岸總計143.473106.16445655.60五、C25鋼筋砼堤鋼筋 總長363.16米（右岸）鋼鋼筋筋工工程程量量計計算算表表編號直徑（mm）單根長（

126、mm）根數（根）總長（m）每米重（kg/m）重量（kg）搭接數（個）每個搭接頭長度（m）搭接重（kg）總重（t）單價合價1204250290612350.502.46630456.330.000.100.0030.463062.0093257.29216275018174996.751.5787884.870.000.080.007.883062.0024143.48316270018174905.901.5787741.510.000.080.007.743062.0023704.50416230018174179.101.5786594.620.000.080.006.593062.002

127、0192.73520532614547744.002.46619096.710.000.100.0019.103062.0058474.14620432014536276.962.46615478.980.000.100.0015.483062.0047396.65716560014548142.401.57812848.710.000.080.0012.853062.0039342.74816420014536102.601.5789629.900.000.080.009.633062.0029486.769123630407527228.000.88824178.463000.000.06

128、159.8424.343179.0077371.47拉結筋876021721650.720.395652.030.000.000.000.653140.002047.39架立筋12808362292.600.888259.830.000.060.000.263179.00826.00合計134.983083.70416243.14鋼鋼筋筋工工程程量量計計算算表表編號直徑（mm）單根長（mm）根數（根）總長（m）每米重（kg/m）重量（kg）搭接數（個）每個搭接頭長度（m）搭接重（kg）總重（t）單價合價右岸防洪堤工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段C9標樁號長度表土清皮土方開挖砂性

129、土夯填堤后開挖土夯填粘性土夯填開挖邊線長(m)表層清皮長(m)體積（m3）丈量體積（m3）丈量砼路面面積 體積（m3）丈量體積（m3）丈量體積（m3）33.9334.437702.451594.01180.041073.20KXY+0020.0020.0033.9334.43203.587702.451336.911594.01180.04282.791073.20176.24KXY+0036.1316.1333.9334.43164.197702.451078.221594.01180.04228.071073.20151.33KXY+0036.13KXY+0072.97KXY+0072.9

130、729.9330.437112.201085.98169.38885.25KXY0+100.0027.0329.9330.43242.707112.201679.731085.98169.38247.76885.25202.79KXY0+150.0050.0028.9129.41441.305645.712748.181141.95169.38472.29761.32344.14KXY0+200.0050.0037.1137.61495.151793.351364.622052.86169.38714.01742.80308.53KXY0+250.0050.0033.3433.84528.38

131、3901.27895.281271.38169.38746.37580.21263.25KXY0+250.0033.3433.84528.383901.271271.38170.32580.21KXY0+300.0050.0029.8830.38474.152837.031210.431262.69170.32548.36611.22230.36KXY0+350.0050.0031.8132.31462.684144.911282.811359.73170.32570.45636.47244.42KXY0+370.0020.0033.3733.87195.533619.36580.901359

132、.73170.32237.88636.47100.29KXY0+385.7715.7734.5935.09160.763204.97377.341359.73170.32187.57636.4779.08KXY0+400.0014.2335.7036.20150.042831.04279.421359.73170.32169.25636.4771.36KXY0+400.0035.7036.202831.04143.20165.52195.482110.09KXY0+450.0050.0032.1132.61508.582520.48829.31143.20165.5271.601026.453

133、05.482904.601170.91KXY0+500.0050.0033.9334.43495.302706.49811.44143.20165.5271.601088.15528.652575.371287.23KXY0+550.0050.0030.8431.34485.783147.47977.72143.20165.5271.60113.82300.491552.72949.26KXY0+600.0050.0021.3521.85391.432832.851103.66143.20165.5271.6044.0039.461195.06604.19KXY0+650.0050.0019.

134、2419.74304.431875.38872.63143.20165.5271.6043.8621.971164.30507.08KXY0+700.0050.0016.0816.58264.901651.74616.88143.20165.5271.6044.0021.97881.71428.74KXY0+750.0050.0017.5518.05252.231065.83427.17143.20165.5271.6072.4529.111599.66537.58KXY0+800.0050.0045.9746.47476.403198.32589.64143.20165.5271.6072.

135、7936.311759.71757.08KXY0+850.0050.0044.5045.00678.531194.95419.79143.20165.5271.6066.4234.801235.42666.02KXY0+900.0050.0049.8850.38707.854865.97807.38143.20165.5271.60851.18229.401569.43618.45KXY0+950.0050.0049.9650.46748.801330.83800.40149.46165.5273.17864.21428.854279.361379.44KXY1+000.0050.0046.0

136、746.57720.231132.08104.50152.36165.5275.462504.65842.224472.522105.21KXY1+050.0050.0023.0223.52518.181191.0062.60136.34165.5272.181038.82885.873242.851846.08KXY1+100.0050.0033.0333.53420.384225.98933.87143.00165.5269.8444.00270.711081.82998.41KXY1+115.2215.2230.5431.04145.133692.14457.44143.00165.52

137、21.7644.006.701081.82139.46KXY1+115.2230.5431.043692.14143.00165.52437.211569.16KXY1+150.0034.7824.8525.35288.972472.23783.01143.00165.5249.74437.21152.061569.16488.19KXY1+200.0050.0024.6625.16371.333006.14998.27143.00165.5271.50437.19218.601115.13588.31KXY1+250.0050.0027.5428.04391.504858.001574.54

138、143.00165.5271.50437.19218.60931.59428.92KXY1+300.0050.0027.8028.30415.055151.732087.38143.00165.5271.50471.54227.18918.73379.82KXY1+350.0050.0038.4638.96496.954756.041979.99143.00165.5271.50456.76232.08905.59373.32KXY1+378.9628.9637.3237.82329.213193.01821.81143.12165.5241.43456.76132.28905.59214.3

139、2KXY1+378.9637.3237.823193.01143.12165.5229.96945.47KXY1+400.0021.0436.5037.00232.992057.44319.36143.20165.5230.1229.966.30945.47164.10KXY1+450.0050.0021.1521.65432.381884.45553.10158.15165.5275.3444.4818.61916.69382.78KXY1+500.0050.0018.4518.95297.002210.61726.77143.20165.5275.3443.5322.00876.10365

140、.44KXY1+550.0050.0037.2037.70417.386400.071735.30143.20165.5271.6071.8128.84847.82348.22KXY1+600.0050.0035.8636.36547.953171.261844.88143.20165.5271.6073.0736.22816.96333.44右岸防洪堤工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段C9標樁號長度表土清皮土方開挖砂性土夯填堤后開挖土夯填粘性土夯填開挖邊線長(m)表層清皮長(m)體積（m3）丈量體積（m3）丈量砼路面面積 體積（m3）丈量體積（m3）丈量體積（m3）KXY1+6

141、50.0050.0035.5436.04535.503634.991166.06143.20165.5271.6071.6336.18778.39316.08KXY1+700.0050.0025.8826.38460.653574.361341.69143.20165.5271.6071.9735.90739.81296.79KXY1+750.0050.0036.1936.69465.536117.841957.53143.20165.5271.6050.1830.54696.10276.22KXY1+800.0050.0020.3320.83423.902649.241767.87143.2

142、0165.5271.6032.6420.71657.53255.65KXY1+850.0050.0031.1131.61385.805177.001570.76143.20165.5271.6049.6420.57657.53246.01KXY1+900.0050.0027.1227.62436.736361.912448.00143.20165.5271.6061.1027.69657.53246.01KXY1+950.0050.0021.2521.75362.784366.502319.33143.20165.5271.6062.4730.89657.53246.01KXY2+000.00

143、50.0022.1822.68325.734923.571996.79143.20165.5271.6053.0328.88660.10246.65KXY2+050.0050.0019.5920.09313.282823.121623.40143.20165.5271.6054.3826.85680.67252.43KXY2+050.0019.5920.092823.12143.20165.5254.38680.67KXY2+100.0050.0032.0532.55387.306320.571898.62143.20165.5271.6049.2325.90840.10297.43KXY2+

144、100.0032.0532.556320.57143.20165.5249.23840.10KXY2+125.0025.0031.8532.35239.636907.261413.85143.20165.5235.8047.6612.11847.82169.61KXY2+150.0025.0031.8532.35238.886907.261487.94143.20165.5235.8047.6611.92847.82170.58小計2113.1619961.2956855.486921.965582.8523253.26右岸防洪堤工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段C9標樁號長度表

145、土清皮土方開挖砂性土夯填堤后開挖土夯填粘性土夯填開挖邊線長(m)表層清皮長(m)體積（m3）丈量體積（m3）丈量砼路面面積 體積（m3）丈量體積（m3）丈量體積（m3）右岸防洪堤工程量計算式（二）工程名稱:木蘭溪防洪工程仙榜段C9標透水磚步道花池綠化（狗牙根）C25鋼筋砼堤C10素砼墊層寬度面積中粗砂找平層碎石基層厚15cm寬度面積種植土回填面積體積（m3）模板長模板面積面積體積（m3）模板面積2.508.80748.7510.120.462.5050.002.5050.005.0075.00748.75149.7510.12209.890.469.104.462.5040.332.0240.

146、335.0029.84748.75120.7710.12170.720.467.343.682.505.002.505.002.505.00748.7510.120.462.5067.583.3867.585.0050.01748.75202.3910.12281.030.4612.305.862.50125.006.25125.005.0092.50748.75374.3810.12506.000.4622.7510.002.50125.006.25125.005.0092.50748.75374.3810.12506.000.4622.7510.002.50125.006.25125.00

147、5.0092.50748.75374.3810.12506.000.4622.7510.002.505.00748.7510.120.462.50125.006.25125.005.0092.50748.75374.3810.12506.000.4622.7510.002.50125.006.25125.005.0092.50748.75374.3810.12506.000.4622.7510.002.5050.002.5050.005.0037.00748.75149.7510.12202.400.469.104.002.5039.431.9739.435.0029.17748.75118.

148、0810.12159.590.467.183.152.5035.581.7835.585.0026.33748.75106.5510.12151.500.466.473.30右岸防洪堤工程量計算式（二）工程名稱:木蘭溪防洪工程仙榜段C9標透水磚步道花池綠化（狗牙根）C25鋼筋砼堤C10素砼墊層寬度面積中粗砂找平層碎石基層厚15cm寬度面積種植土回填面積體積（m3）模板長模板面積面積體積（m3）模板面積907.9045.40907.90709.85212.952719.163705.13165.2474.45右岸防洪堤工程量計算式（二）工程名稱:木蘭溪防洪工程仙榜段C9標透水磚步道花池綠化（狗牙

149、根）C25鋼筋砼堤C10素砼墊層寬度面積中粗砂找平層碎石基層厚15cm寬度面積種植土回填面積體積（m3）模板長模板面積面積體積（m3）模板面積右岸防洪堤工程量計算式（三）工程名稱:木蘭溪防洪工程仙榜段C9標砼堤外露面灰色涂料草皮護坡草皮護面柔性生態水土保護毯備注斜長（m）面積（m2）斜長（m）面積（m2）面積（m2）斜長（m）面積（m2）框格梁道數C20框格梁模板5.162.065.16103.142.0641.285.1683.182.0633.295.755.75155.425.67285.505.61281.985.43275.935.47136.705.33269.905.33106.

150、565.3384.025.3375.821.996.432.15103.4325.005.67302.352.28110.7025.004.85262.902.44117.9525.004.12224.303.78155.4025.003.97202.254.05195.6525.004.24205.050.51114.0325.004.50218.480.7832.4325.004.77231.900.7638.5825.004.95243.080.8941.2325.005.04249.781.0749.0525.005.15254.801.2357.5825.005.26260.401.

151、3965.4025.005.33264.881.8179.9325.005.00258.181.8190.5525.007.14303.457.11108.507.117.05246.386.32334.205.94306.255.82293.955.71288.355.65164.455.655.60118.305.58279.405.35273.285.11261.554.84248.68右岸防洪堤工程量計算式（三）工程名稱:木蘭溪防洪工程仙榜段C9標砼堤外露面灰色涂料草皮護坡草皮護面柔性生態水土保護毯備注斜長（m）面積（m2）斜長（m）面積（m2）面積（m2）斜長（m）面積（m2）框格梁

152、道數C20框格梁模板4.50233.584.17216.803.79198.903.45181.033.45172.653.45172.653.45172.653.48173.203.65178.233.655.04217.355.045.11126.855.11127.701858.141326.45350.005.048576.63234.0073.672357.49右岸防洪堤工程量計算式（三）工程名稱:木蘭溪防洪工程仙榜段C9標砼堤外露面灰色涂料草皮護坡草皮護面柔性生態水土保護毯備注斜長（m）面積（m2）斜長（m）面積（m2）面積（m2）斜長（m）面積（m2）框格梁道數C20框格梁模板排

153、水溝工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段C9標樁號長度（扣除穿堤管）排水溝樣式M7.5漿砌塊石排水溝干砌塊石排水溝C20素砼壓頂面積（m2）體積（m3）面積（m2）體積（m3）面積（m2）體積（m3）模板（m2）BTZ+0050.00貼坡式砌石排水溝0.570.630.17BTZ0+100.0050.00貼坡式砌石排水溝0.5728.250.6331.500.178.3510.17BTZ0+150.0050.00貼坡式砌石排水溝0.5728.250.6331.500.178.3510.00BTZ0+200.0050.00貼坡式砌石排水溝0.5728.250.6331.500.178

154、.3510.00BTZ0+240.0040.00貼坡式砌石排水溝0.5722.600.6325.200.176.688.00BTZ0+250.0010.00貼坡式砌石排水溝0.575.650.636.300.171.672.00BTZ0+250.00貼坡式砌石排水溝0.570.630.17BTZ0+300.0050.00貼坡式砌石排水溝0.5728.250.6331.500.178.3510.00BTZ0+407.25107.25貼坡式砌石排水溝0.5760.600.6367.570.1717.9121.45BTZ0+407.25貼坡式砌石排水溝0.570.630.17BTZ0+450.004

155、2.75貼坡式砌石排水溝0.5724.150.6326.930.177.148.55BTZ0+500.0050.00貼坡式砌石排水溝0.5728.250.6331.500.178.3510.00BTZ0+500.00貼坡式砌石排水溝0.570.630.17BTZ0+550.0050.00貼坡式砌石排水溝0.5728.250.6331.500.178.3510.00BTZ0+600.0050.00貼坡式砌石排水溝0.5728.250.6331.500.178.3510.00BTZ0+650.0050.00貼坡式砌石排水溝0.5728.250.6331.500.178.3510.00BTZ0+70

156、0.0050.00貼坡式砌石排水溝0.5728.250.6331.500.178.3510.00BTZ0+750.7950.79貼坡式砌石排水溝0.5728.700.6332.000.178.4810.16BTZ0+750.79貼坡式砌石排水溝0.570.630.17BTZ1+100.00349.21貼坡式砌石排水溝0.57197.300.63220.000.1758.3269.84BTZ1+100.00貼坡式砌石排水溝0.570.630.17BTZ1+300.00200.00貼坡式砌石排水溝0.57113.000.63126.000.1733.4040.00BTZ1+300.00貼坡式砌石排

157、水溝0.570.630.17BTZ1+387.0087.00貼坡式砌石排水溝0.5749.160.6354.810.1714.5317.40BTZ1+387.00貼坡式砌石排水溝0.570.630.17BTZ1+401.6714.67貼坡式砌石排水溝0.578.290.639.240.172.452.93BTZ1+401.67貼坡式砌石排水溝0.570.630.17BTZ1+458.5056.83貼坡式砌石排水溝0.5732.110.6335.800.179.4911.37BTZ1+458.50貼坡式砌石排水溝0.570.630.17BTZ1+470.0011.50貼坡式砌石排水溝0.576.

158、500.637.250.171.922.30BTZ1+500.0030.00貼坡式砌石排水溝0.5716.950.6318.900.175.016.00BTZ1+550.0050.00貼坡式砌石排水溝0.5728.250.6331.500.178.3510.00BTZ1+600.0050.00貼坡式砌石排水溝0.5728.250.6331.500.178.3510.00BTZ1+869.04269.04貼坡式砌石排水溝0.57152.010.63169.500.1744.9353.81BTZ1+869.04貼坡式砌石排水溝0.570.630.17BTZ2+000.00130.96貼坡式砌石排水

159、溝0.5773.990.6382.500.1721.8726.19BTZ2+000.00直立式漿砌石A0.480.06BTZ2+025.8725.87直立式漿砌石A0.4812.420.061.5510.41合計1975.871114.171228.50327.20400.58直立式漿砌石0.540.06KXY+0036.1327.40直立式漿砌石0.5414.800.061.6411.08排水溝工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段C9標樁號長度（扣除穿堤管）排水溝樣式M7.5漿砌塊石排水溝干砌塊石排水溝C20素砼壓頂面積（m2）體積（m3）面積（m2）體積（m3）面積（m2）體積

160、（m3）模板（m2）KXY+0072.97素砼KXY0+350.00278.40素砼KXY0+350.00直立式漿砌石0.540.06KXY1+115.22758.30直立式漿砌石0.54409.480.0645.50303.44KXY1+378.96直立式漿砌石0.540.06KXY2+150.00766.50直立式漿砌石0.54413.910.0645.99306.72合計1830.60838.1993.13621.24排水溝工程量計算式（一）工程名稱:木蘭溪防洪工程仙榜段C9標樁號長度（扣除穿堤管）排水溝樣式M7.5漿砌塊石排水溝干砌塊石排水溝C20素砼壓頂面積（m2）體積（m3）面積（

161、m2）體積（m3）面積（m2）體積（m3）模板（m2）碎石墊層 平面碎石墊層 坡面350g/m2反濾土工布C20素砼路肩開挖土回填面積（m2）體積（m3）面積（m2）體積（m3）長度（m）面積（m2）體積（m3）模板（m2）面積（m2）體積（m3）0.330.684.1417.500.3316.660.680.684.14207.0017.5035.000.3316.660.680.684.14207.0035.9653.460.3316.660.680.684.14207.0020.1456.100.330.684.14165.6017.5030.110.330.684.1441.4017.

162、507.000.330.684.1417.500.330.684.14207.0017.5035.000.3335.740.681.464.14444.0217.5075.080.330.684.1417.500.3314.240.680.584.14176.9917.5029.930.3316.660.680.684.14207.0050.4967.990.330.684.1450.490.330.684.14207.0017.5067.990.330.684.14207.0060.1677.660.330.684.14207.0043.88104.040.330.684.14207.005

163、17.06560.940.3316.920.680.694.14210.27517.061050.460.330.684.1417.500.33116.360.684.744.141445.7317.50244.450.330.684.1417.500.3366.640.682.724.14828.0017.50140.000.330.684.1417.500.3328.990.681.184.14360.1817.5060.900.330.684.1417.500.334.890.680.204.1460.7317.5010.270.330.684.1417.500.330.684.1423

164、5.2817.5039.780.330.684.1417.500.333.830.680.164.1447.6117.508.050.3310.000.680.414.14124.2015.6319.880.3316.660.680.684.14207.0020.1535.780.3316.660.680.684.14207.0017.5037.650.3389.640.683.654.141113.8317.50188.330.330.684.1417.500.3343.640.681.784.14542.1717.5091.6713.9513.9514.44530.8421.638073.

165、003141.940.240.246.58碎石墊層 平面碎石墊層 坡面350g/m2反濾土工布C20素砼路肩開挖土回填面積（m2）體積（m3）面積（m2）體積（m3）長度（m）面積（m2）體積（m3）模板（m2）面積（m2）體積（m3）0.240.2466.8216.7083.640.240.24181.990.240.24183.96439.3416.7083.64碎石墊層 平面碎石墊層 坡面350g/m2反濾土工布C20素砼路肩開挖土回填面積（m2）體積（m3）面積（m2）體積（m3）長度（m）面積（m2）體積（m3）模板（m2）面積（m2）體積（m3）排水溝伸縮縫備注道數瀝青麻絲(m)瀝

166、青杉板3.004.20#REF!3.004.20#REF!3.004.20#REF!7.009.80#REF!3.004.20#REF!3.004.20#REF!3.004.20#REF!23.0032.20#REF!13.0018.20#REF!6.008.40#REF!1.001.40#REF!#REF!1.001.40#REF!2.002.80#REF!3.004.20#REF!3.004.20#REF!18.0025.20#REF!9.0012.60#REF!2.002.80#REF!148.40#REF!2.002.80#REF!排水溝伸縮縫備注道數瀝青麻絲(m)瀝青杉板19.003

167、2.30#REF!51.0071.40#REF!51.0071.40#REF!177.90#REF!排水溝伸縮縫備注道數瀝青麻絲(m)瀝青杉板臺階位置特性表序號位置坡度水平投影長（圖紙丈量）斜長臺階數扣草皮護坡序號位置坡度水平投影長（圖紙丈量）斜長臺階數扣保護毯一、上堤臺階二、下河臺階1KXZ0+400.0021KXZ0+400.0026.807.6023.000.002KXZ0+600.0024.204.7014.0022.802KXZ0+600.0025.506.1518.0052.353KXZ0+900.0021.802.016.0011.853KXZ0+900.0026.307.042

168、1.0047.354KXZ1+200.0024KXZ1+200.0025.406.0418.0085.855KXZ1+500.0022.602.919.0019.555KXZ1+500.0026.407.1621.0032.306KXZ1+800.0026KXZ1+800.0024.805.3716.0011.957KXZ2+100.0027KXZ2+100.0026.106.8220.00#REF!8KXY0+600.0023.403.8011.0018.908KXY0+600.0025.305.9318.0019.849KXY0+900.0021.001.123.005.379KXY0+9

169、00.0026.206.9321.0025.7610KXY1+200.00210KXY1+200.0025.506.1518.0031.5811KXY1+500.00211KXY1+500.0026.607.3822.0026.7712KXY1+850.00212KXY1+850.0024.705.2516.0017.2713KXY2+100.00213KXY2+100.0024.905.4816.0025.20合計14.5343.0078.4683.29248.00#REF!下下河河樓樓梯梯鋼鋼筋筋工工程程量量計計算算表表編號直徑（mm）單根長（mm）根數（根）總長（m）每米重（kg/m）重

170、量（kg）搭接數（個）每個搭接頭長度（m）搭接重（kg）總重（t）單價合價一、TB1（5步臺階）共1*2=2處1121884611.300.88810.040.000.060.000.013179.0031.91212132121.580.8881.410.000.060.000.003179.004.4731213101215.720.88813.960.000.060.000.013179.0044.3846.515001624.000.2656.360.000.000.000.013166.0020.14合計0.06201.79二、TB1（9步臺階）共2*2=4處1123120618.7

171、20.88816.620.000.060.000.023179.0052.85212132121.580.8881.410.000.060.000.003179.004.4731213101215.720.88813.960.000.060.000.013179.0044.3846.515002334.500.2659.140.000.000.000.013166.0028.95合計0.16522.56三、TB2共3*2=6處46.515001624.000.2656.360.000.000.000.013166.0020.14581800916.200.3956.400.000.000.00

172、0.013140.0020.09689752221.450.3958.470.000.000.000.013140.0026.60合計0.13401.00四、TB3（8步臺階）共1處1122811616.870.88814.980.000.060.000.013179.0047.61212132121.580.8881.410.000.060.000.003179.004.4731213101215.720.88813.960.000.060.000.013179.0044.3846.515002131.500.2658.350.000.000.000.013166.0026.43合計0.04

173、122.89五、TB3（11步臺階）共1處1123738414.950.88813.280.000.060.000.013179.0042.2121213281.060.8880.940.000.060.000.003179.002.983121310810.480.8889.310.000.060.000.013179.0029.5846.510002626.000.2656.890.000.000.000.013166.0021.81合計0.0396.59六、TB4共1*2=2處46.515001624.000.2656.360.000.000.000.013166.0020.145818

174、00916.200.3956.400.000.000.000.013140.0020.09689752221.450.3958.470.000.000.000.013140.0026.60合計0.04133.67七、TB5（8步臺階）共1處1122811411.240.8889.980.000.060.000.013179.0031.7421213281.060.8880.940.000.060.000.003179.002.983121310810.480.8889.310.000.060.000.013179.0029.5846.510002121.000.2655.570.000.000

175、.000.013166.0017.62合計0.0381.93八、TB5（6步臺階）共1處112219348.770.8887.790.000.060.000.013179.0024.7621213281.060.8880.940.000.060.000.003179.002.983121310810.480.8889.310.000.060.000.013179.0029.5846.510001818.000.2654.770.000.000.000.003166.0015.10下下河河樓樓梯梯鋼鋼筋筋工工程程量量計計算算表表編號直徑（mm）單根長（mm）根數（根）總長（m）每米重（kg/m）

176、重量（kg）搭接數（個）每個搭接頭長度（m）搭接重（kg）總重（t）單價合價合計0.0272.43九、TB5（9步臺階）共1*2=2處1123120412.480.88811.080.000.060.000.013179.0035.2321213281.060.8880.940.000.060.000.003179.002.983121310810.480.8889.310.000.060.000.013179.0029.5846.510002323.000.2656.100.000.000.000.013166.0019.30合計0.05174.19十、TB6共1*2=2處46.510001

177、616.000.2654.240.000.000.000.003166.0013.42581800712.600.3954.980.000.000.000.003140.0015.63689751615.600.3956.160.000.000.000.013140.0019.35合計0.0396.80十一、TL1共4*2=8處716195023.901.5786.150.000.080.000.013062.0018.84816270038.101.57812.780.000.080.000.013062.0039.14981160910.440.3954.120.000.000.000.0

178、03140.0012.95合計0.18567.45十二、TL2共6*2=12處1020270025.402.46613.320.000.100.000.013062.0040.771116195023.901.5786.150.000.080.000.013062.0018.841216209512.091.5783.310.000.080.000.003062.0010.121381160910.440.3954.120.000.000.000.003140.0012.95合計0.32992.28下下河河樓樓梯梯鋼鋼筋筋工工程程量量計計算算表表編號直徑（mm）單根長（mm）根數（根）總長（m

179、）每米重（kg/m）重量（kg）搭接數（個）每個搭接頭長度（m）搭接重（kg）總重（t）單價合價十三、TL3共2*2=8處716145022.901.5784.580.000.080.000.003062.0014.01816220036.601.57810.410.000.080.000.013062.0031.8998116066.960.3952.750.000.000.000.003140.008.63合計0.14436.28十四、TL4共3*2=6處1020220024.402.46610.850.000.100.000.013062.0033.221116145022.901.57

180、84.580.000.080.000.003062.0014.011216159511.591.5782.520.000.080.000.003062.007.71138116066.960.3952.750.000.000.000.003140.008.63合計0.12381.45總計1.373114.654281.28下下河河樓樓梯梯鋼鋼筋筋工工程程量量計計算算表表編號直徑（mm）單根長（mm）根數（根）總長（m）每米重（kg/m）重量（kg）搭接數（個）每個搭接頭長度（m）搭接重（kg）總重（t）單價合價欄欄桿桿基基座座及及排排水水溝溝蓋蓋板板鋼鋼筋筋工工程程量量計計算算表表編號直徑（m

181、m）單根長（mm）根數（根）總長（m）每米重（kg/m）重量（kg）搭接數（個）每個搭接頭長度（m）搭接重（kg）總重（t）單價合價一、左岸欄桿基座全長1827.88米11218278801425590.320.88822724.202842.000.06151.4222.883179.0072721.612103184914029101.760.61717955.790.000.000.0017.963140.0056381.17合計40.833161.85129102.78二、右岸欄桿基座全長1750.00米11217500001424500.000.88821756.002716.000

182、.06144.7121.903179.0069622.352103184875127863.180.61717191.580.000.000.0017.193140.0053981.58合計39.093161.85123603.93三、排水溝蓋板，共ROUND（281.40/0.30,0）=938塊16.552031.560.2650.410.000.000.000.003166.001.3126.567010.670.2650.180.000.000.000.003166.000.5636.567010.670.2650.180.000.000.000.003166.000.56合計0.722282.22