道路土方開(kāi)挖計(jì)算表111

1、第 1 頁(yè)，共 11 頁(yè)路路基基土土方方量量計(jì)計(jì)算算書(shū)書(shū)序號(hào)樁號(hào)斷面長(zhǎng)度m設(shè)計(jì)道路6%灰土頂寬設(shè)計(jì)道路頂標(biāo)高m實(shí)測(cè)原地面標(biāo)高m實(shí)測(cè)路床開(kāi)挖底標(biāo)高m實(shí)測(cè)開(kāi)挖深度m開(kāi)挖路床底寬m開(kāi)挖路床頂寬m斷面面積m2斷面平均面積m2土方工程量m3可用土方工程量m3回填斷面面積m2斷面平均面積m2回填土方量m3管廊墊層底標(biāo)高管廊底面寬度mA AB BC CD DE EF FG GH HI IJ JK KL LM MN NO OP PQ QR RS S42+0.75*1.5*2+042+0.75*1.5*2+0.5*2+0.5*2.5*2+0.5*2設(shè)設(shè)計(jì)計(jì)值值測(cè)測(cè)量量值值測(cè)測(cè)量量值值F-EF-ED+(E-D+(

2、E-G)*1.5*2G)*1.5*2I+H*0.67*I+H*0.67*2 2(I+J)*H/2(I+J)*H/2(K+K)/2(K+K)/2C*LC*L(D+I)*(E-(D+I)*(E-G)/2G)/2設(shè)設(shè)計(jì)計(jì)值值8.9/14.268.9/14.261K0+00046.25016.00015.50014.2501.25051.50053.17565.42285.53130.00076.5942297.8190.00085.5312565.9382K0+03046.25016.68716.60514.9371.66851.50053.73587.76685.5310.00030.00073.

3、4082202.2490.00085.5312565.9383K0+06046.25017.32016.70015.5701.13051.50053.01459.05185.5310.00030.000111.7353352.0530.00085.5312565.9384K0+09046.25017.98019.30016.2303.07051.50055.614164.42085.5310.00030.000617.14618514.3880.00085.5312565.9385K0+12046.25018.64033.90016.89017.01051.50074.2931069.8738

4、5.5310.00030.000900.64527019.3460.00085.5312565.9386K0+15046.25019.30029.80017.55012.25051.50067.915731.41785.5310.00030.000559.15116774.5170.00085.5312565.9387K0+18046.25019.93825.08218.1886.89451.50060.738386.88485.5310.00030.000364.77410943.2170.00085.5312565.9388K0+21046.25020.50024.91018.7506.1

5、6051.50059.754342.66485.5310.00030.000335.06710051.9990.00085.5312565.9389K0+24046.25020.81524.97019.0655.90551.50059.413327.47085.53114.3608.930.000325.7489772.4370.00085.5312565.93810K0+27046.25020.90325.00019.1535.84751.50059.335324.02685.53114.3608.930.000332.9279987.7980.00085.5312565.93811K0+3

6、0046.25020.76225.15819.0126.14651.50059.736341.82785.53114.1808.930.000346.67510400.2350.00085.5312565.93812K0+33046.25020.60025.15818.8506.30851.50059.953351.52285.53114.0608.930.000359.67010790.1020.00085.5312565.93813K0+36046.25020.28425.11318.5346.57951.50060.316367.81885.53113.9408.930.000389.7

7、9811693.9270.00085.5312565.93814K0+39046.25020.14825.70018.3987.30251.50061.285411.77785.53113.8208.910.000312.3173123.1670.00085.531855.31315K0+40046.25020.12522.30718.3753.93251.50056.769212.85785.53113.7008.9149.1570.0000.00085.5310.00016K0+80046.25019.25219.12717.5021.62551.50053.67885.45785.531

8、11.55014.2610.00083.312833.1180.00085.531855.31317K0+81046.25019.24519.04017.4951.54551.50053.57081.16785.53111.45014.2630.00077.9042337.1200.00085.5312565.93818K0+84046.25019.32719.00017.5771.42351.50053.40774.64185.53113.16014.2630.00071.4152142.4500.00085.5312565.93819K0+87046.25019.43818.99017.6

9、881.30251.50053.24568.18985.53112.71014.2630.00065.7951973.8650.00085.5312565.93820K0+90046.25019.43818.90017.6881.21251.50053.12463.40285.53112.89014.2630.00055.4371663.1210.00085.5312565.93821K0+93046.25019.54918.71017.7990.91151.50052.72147.47385.53113.07014.2630.00046.3921391.7700.00085.5312565.

10、93822K0+96046.25019.66018.78017.9100.87051.50052.66645.31285.53113.25014.2630.00049.5081485.2260.00085.5312565.93823K0+99046.25019.77119.05018.0211.02951.50052.87953.70385.53113.43014.2630.00061.1061833.1680.00085.5312565.938第 2 頁(yè)，共 11 頁(yè)路路基基土土方方量量計(jì)計(jì)算算書(shū)書(shū)序號(hào)樁號(hào)斷面長(zhǎng)度m設(shè)計(jì)道路6%灰土頂寬設(shè)計(jì)道路頂標(biāo)高m實(shí)測(cè)原地面標(biāo)高m實(shí)測(cè)路床開(kāi)挖底標(biāo)高m實(shí)測(cè)

11、開(kāi)挖深度m開(kāi)挖路床底寬m開(kāi)挖路床頂寬m斷面面積m2斷面平均面積m2土方工程量m3可用土方工程量m3回填斷面面積m2斷面平均面積m2回填土方量m3管廊墊層底標(biāo)高管廊底面寬度mA AB BC CD DE EF FG GH HI IJ JK KL LM MN NO OP PQ QR RS S42+0.75*1.5*2+042+0.75*1.5*2+0.5*2+0.5*2.5*2+0.5*2設(shè)設(shè)計(jì)計(jì)值值測(cè)測(cè)量量值值測(cè)測(cè)量量值值F-EF-ED+(E-D+(E-G)*1.5*2G)*1.5*2I+H*0.67*I+H*0.67*2 2(I+J)*H/2(I+J)*H/2(K+K)/2(K+K)/2C*LC

12、*L(D+I)*(E-(D+I)*(E-G)/2G)/2設(shè)設(shè)計(jì)計(jì)值值8.9/14.268.9/14.2624K1+02046.25019.86219.42018.1121.30851.50053.25368.50885.53113.61014.2630.00080.3432410.2770.00085.5312565.93825K1+05046.25020.01520.01518.2651.75051.50053.84592.17785.53113.79014.2630.00092.3382770.1530.00085.5312565.93826K1+08046.25020.18420.190

13、18.4341.75651.50053.85392.50085.53113.97014.2630.00098.0612941.8310.00085.5312565.93827K1+11046.25020.38820.60018.6381.96251.50054.129103.62285.53114.15014.2630.000107.9343238.0160.00085.5312565.93828K1+14046.25020.62921.00018.8792.12151.50054.342112.24685.53114.36014.2630.000120.6193618.5600.00085.

14、5312565.93829K1+17046.25020.89221.57019.1422.42851.50054.754128.99285.53114.6248.930.000136.3534090.5844090.58485.5312565.93830K1+20046.25021.15422.10019.4042.69651.50055.113143.71485.53114.8888.930.000147.5234425.6904425.69085.5312565.93831K1+23046.25021.41622.50019.6662.83451.50055.298151.33285.53

15、115.1528.930.000146.8344405.0294405.02985.5312565.93832K1+26046.25021.67922.60019.9292.67151.50055.079142.33685.53115.4168.930.000135.1444054.3224054.32285.5312565.93833K1+29046.25021.94122.60020.1912.40951.50054.728127.95285.53115.6808.930.000167.2865018.5785018.57885.5312565.93834K1+32046.25022.20

16、124.27320.4513.82251.50056.621206.62085.53115.9448.930.000224.4166732.4956732.49585.5312565.93835K1+35046.25022.38325.07920.6334.44651.50057.458242.21385.53116.20814.2630.000235.9667078.9767078.97685.5312565.93836K1+38046.25022.39924.87720.6494.22851.50057.166229.71985.53116.25014.2630.000206.871620

17、6.1246206.12485.5312565.93837K1+41046.25022.24923.92020.4993.42151.50056.084184.02385.53115.88414.2630.000195.6335868.9865868.98685.5312565.93838K1+44046.25021.93724.02020.1873.83351.50056.636207.24385.53115.51814.2630.000187.7525632.5495632.54985.5312565.93839K1+47046.25021.54122.93019.7913.13951.5

18、0055.706168.26085.53115.15214.2630.000143.3824301.4604301.46085.5312565.93840K1+50046.25021.14421.63019.3942.23651.50054.496118.50485.53114.78614.2630.000122.4893674.6753674.67585.5312565.93841K1+53046.25020.74821.38018.9982.38251.50054.692126.47585.53114.42014.2630.000129.6513889.5353889.53585.5312

19、565.93842K1+56046.25020.35221.10018.6022.49851.50054.847132.82885.53114.05414.2630.000113.6883410.6273410.62785.5312565.93843K1+59046.25019.95620.00018.2061.79451.50053.90494.54785.53113.68814.2630.00090.4052712.1412712.14185.5312565.93844K1+62046.25019.56019.45017.8101.64051.50053.69886.26285.53113

20、.32214.2630.000101.8113054.3263054.32685.5312565.93845K1+65046.25019.16519.63017.4152.21551.50054.468117.36085.53112.95614.264630.00061.1061833.1680.00085.5312565.938第 3 頁(yè)，共 11 頁(yè)路路基基土土方方量量計(jì)計(jì)算算書(shū)書(shū)序號(hào)樁號(hào)斷面長(zhǎng)度m設(shè)計(jì)道路6%灰土頂寬設(shè)計(jì)道路頂標(biāo)高m實(shí)測(cè)原地面標(biāo)高m實(shí)測(cè)路床開(kāi)挖底標(biāo)高m實(shí)測(cè)開(kāi)挖深度m開(kāi)挖路床底寬m開(kāi)挖路床頂寬m斷面面積m2斷面平均面積m2土方工程量m3可用土方工程量m3回填斷面面積m2斷面

21、平均面積m2回填土方量m3管廊墊層底標(biāo)高管廊底面寬度mA AB BC CD DE EF FG GH HI IJ JK KL LM MN NO OP PQ QR RS S42+0.75*1.5*2+042+0.75*1.5*2+0.5*2+0.5*2.5*2+0.5*2設(shè)設(shè)計(jì)計(jì)值值測(cè)測(cè)量量值值測(cè)測(cè)量量值值F-EF-ED+(E-D+(E-G)*1.5*2G)*1.5*2I+H*0.67*I+H*0.67*2 2(I+J)*H/2(I+J)*H/2(K+K)/2(K+K)/2C*LC*L(D+I)*(E-(D+I)*(E-G)/2G)/2設(shè)設(shè)計(jì)計(jì)值值8.9/14.268.9/14.26總總計(jì)計(jì)125

22、0.01250.0250118.027250118.02774556.09674556.096106914.063106914.063第 4 頁(yè)，共 11 頁(yè)管廊開(kāi)挖高度m管廊頂面寬度m管廊開(kāi)挖斷面積m2平均斷面積m2開(kāi)挖工程量m3可用土方工程量m3回填工程量M3備注T TU UV VW WX XY YZ ZG-OG-O(R+R)/2(R+R)/2(P*C)(P*C)U-3.75*3.6*CU-3.75*3.6*C4.70520.31113.542114.4393433.1710.0003028.1714.79320.486115.337115.7373472.1040.0003067.104

23、4.83220.564116.137115.7063471.1820.0003066.1824.79020.48115.275113.2873398.6180.0002993.6184.59420.088111.299111.1393334.1660.0002929.1664.57820.056110.978111.9561119.5570.000984.5574.67520.25112.933152.8130.0000.0000.0005.95228.164192.694194.0081940.0780.0001805.0786.04528.35195.322173.5705207.1010

24、.0004802.1014.41725.094151.818159.0154770.4360.0004365.4364.97826.216166.211163.8684916.0260.0004511.0264.79825.856161.524160.6354819.0390.0004414.0394.72925.718159.745158.8604765.8030.0004360.8034.66025.58157.975157.0954712.8520.0004307.8524.59125.442156.215155.0874652.6020.0004247.602路路基基土土方方量量計(jì)計(jì)算

25、算書(shū)書(shū)第 5 頁(yè)，共 11 頁(yè)管廊開(kāi)挖高度m管廊頂面寬度m管廊開(kāi)挖斷面積m2平均斷面積m2開(kāi)挖工程量m3可用土方工程量m3回填工程量M3備注T TU UV VW WX XY YZ ZG-OG-O(R+R)/2(R+R)/2(P*C)(P*C)U-3.75*3.6*CU-3.75*3.6*C4.50225.264153.959153.6184608.5350.0004203.5354.47525.21153.277153.1394594.1560.0004189.1564.46425.188153.000153.3024599.0740.0004194.0744.48825.236153.605

26、153.9974619.9000.0004214.9004.51925.298154.388132.0833962.5020.0003557.5024.51819.936109.779109.7593292.7580.0002887.7584.51619.932109.739109.7193291.5623291.5622886.5624.51419.928109.699109.6893290.6653290.6652885.6654.51319.926109.679109.6593289.7683289.7682884.7684.51119.922109.639109.5993287.976

27、3287.9762882.9764.50719.914109.559130.7893923.6773923.6773518.6774.42525.11152.019151.6934550.7914550.7914145.7914.39925.058151.367154.0974622.8964622.8964217.8964.61525.49156.826157.5164725.4744725.4744320.4744.66925.598158.206157.8224734.6594734.6594329.6594.63925.538157.438157.0434711.2934711.293

28、4306.2934.60825.476156.648156.2664687.9824687.9824282.9824.57825.416155.884155.5044665.1074665.1074260.1074.54825.356155.123154.7434642.2874642.2874237.2874.51825.296154.363153.9844619.5204619.5204214.5204.48825.236153.605153.2404597.1864597.1864192.1864.45925.178152.87476.4370.0000.000155.0874652.6

29、020.0004247.602第 6 頁(yè)，共 11 頁(yè)管廊開(kāi)挖高度m管廊頂面寬度m管廊開(kāi)挖斷面積m2平均斷面積m2開(kāi)挖工程量m3可用土方工程量m3回填工程量M3備注T TU UV VW WX XY YZ ZG-OG-O(R+R)/2(R+R)/2(P*C)(P*C)U-3.75*3.6*CU-3.75*3.6*C143330.502143330.50263640.84363640.843129695.502129695.502第 7 頁(yè)，共 11 頁(yè)路路基基土土方方量量及及碎碎石石土土回回填填量量計(jì)計(jì)算算書(shū)書(shū)序號(hào)樁號(hào)斷面長(zhǎng)度m設(shè)計(jì)道路6%灰土頂寬設(shè)計(jì)道路6%灰土頂標(biāo)高m實(shí)測(cè)原地面標(biāo)高m實(shí)測(cè)路床

30、開(kāi)挖底標(biāo)高m實(shí)測(cè)開(kāi)挖深度m開(kāi)挖路床底寬m開(kāi)挖路床頂寬m斷面面積m2斷面平均面積m2土方工程量m3碎石土頂面寬度m碎石土斷面積m2碎石土平均斷面積m2碎石土工程量m3備注A AB BC CD DE EF FG GH HI IJ JK KL LM MN NO OP PQ QR R7+0.65*1+0.157+0.65*1+0.15+2+0.35*1+0.1+2+0.35*1+0.15+0.5*1.55+0.5*1.5設(shè)設(shè)計(jì)計(jì)值值測(cè)測(cè)量量值值測(cè)測(cè)量量值值E-FE-FD+(E-D+(E-G)*1.5*2G)*1.5*2I+H*0.67*I+H*0.67*2 2(I+J)*H/2(I+J)*H/2(K+

31、K)/2(K+K)/2C*LC*LD+0.25*1.D+0.25*1.5*25*2（N+I)*N+I)*（E-E-0.25-G)/20.25-G)/2(O+O)/2(O+O)/2(P*C)(P*C)1K1+40011.05071.68070.65970.0660.59315.89216.6879.66011.818.88610.00011.267112.66722.553225.5322K1+41011.05071.95970.62969.9020.72717.22118.19512.87411.826.22010.00014.375143.75329.180291.8003K1+42011.

32、05072.24070.69469.8490.84518.22319.35515.87711.832.14010.00015.833158.33235.190351.8974K1+43011.05072.52070.60369.8030.80019.20120.27315.79011.838.24010.00016.044160.43841.278412.7795K1+44011.05072.80070.56369.7740.78920.12821.18516.29811.844.31610.00011.534115.33822.762227.6166K1+45011.05073.08073.

33、27272.7290.54312.10312.8316.76911.81.20710.00020.544205.4364.40744.0687K1+46011.05073.36074.78172.5112.27013.59716.63934.31811.87.60610.00034.538345.3846.49964.9858K1+47011.05073.64075.32472.9572.36713.09916.27134.75911.85.39110.00036.037360.3685.02650.2629K1+48011.05073.92075.84273.2932.54912.93116

34、.34737.31411.84.66210.00043.457434.5745.11151.11510K1+49011.05074.20076.74473.5043.24013.13817.48049.60111.85.56110.00050.711507.1126.11861.18311K1+50011.05074.46577.00473.6853.31913.39017.83751.82211.86.67510.00056.908569.0778.10081.00412K1+51011.05074.69777.46073.7093.75114.01419.04061.99311.89.52

35、510.00063.613636.1288.36983.69413K1+52011.05074.89578.10074.0754.02513.51018.90465.23211.87.21310.00069.089690.8897.58775.87114K1+53011.05075.06078.57574.1854.39013.67519.55872.94611.87.96110.00068.174681.7426.85368.53215K1+54011.05075.19278.48074.4823.99813.18018.53763.40311.85.74510.00061.770617.6

36、995.99759.96916K1+55011.05075.29478.34374.5463.79713.29418.38260.13711.86.24810.00056.793567.9286.13661.35617K1+56011.05075.35578.06274.6243.43813.24317.85053.44911.86.02310.00054.916549.1576.68666.85718K1+57011.05075.39178.10474.5613.54313.54018.28856.38311.87.34910.00056.680566.8057.60076.00119K1+

37、58011.05075.38578.07274.5183.55413.65118.41356.97811.87.85210.00059.295592.9486.23162.30920K1+59011.05075.35078.68474.7273.95712.91918.22161.61111.84.61010.00049.970499.7046.97769.76821K1+60011.05075.30076.77974.3252.45413.97517.26338.32911.89.34310.00029.092290.9209.05190.51322K1+61011.05075.25475.

38、66774.3211.34613.84915.65319.85511.88.75910.00014.944149.4427.20672.06223K1+62011.05075.20075.23274.4970.73513.15914.14410.03411.85.65310.0007.22672.2634.24842.48324K1+63011.05075.14775.01074.6630.34712.50212.9674.41911.82.843第 8 頁(yè)，共 11 頁(yè)路路基基土土方方量量及及碎碎石石土土回回填填量量計(jì)計(jì)算算書(shū)書(shū)序號(hào)樁號(hào)斷面長(zhǎng)度m設(shè)計(jì)道路6%灰土頂寬設(shè)計(jì)道路6%灰土頂標(biāo)高m實(shí)

39、測(cè)原地面標(biāo)高m實(shí)測(cè)路床開(kāi)挖底標(biāo)高m實(shí)測(cè)開(kāi)挖深度m開(kāi)挖路床底寬m開(kāi)挖路床頂寬m斷面面積m2斷面平均面積m2土方工程量m3碎石土頂面寬度m碎石土斷面積m2碎石土平均斷面積m2碎石土工程量m3備注A AB BC CD DE EF FG GH HI IJ JK KL LM MN NO OP PQ QR R7+0.65*1+0.157+0.65*1+0.15+2+0.35*1+0.1+2+0.35*1+0.15+0.5*1.55+0.5*1.5設(shè)設(shè)計(jì)計(jì)值值測(cè)測(cè)量量值值測(cè)測(cè)量量值值E-FE-FD+(E-D+(E-G)*1.5*2G)*1.5*2I+H*0.67*I+H*0.67*2 2(I+J)*H/2(

40、I+J)*H/2(K+K)/2(K+K)/2C*LC*LD+0.25*1.D+0.25*1.5*25*2（N+I)*N+I)*（E-E-0.25-G)/20.25-G)/2(O+O)/2(O+O)/2(P*C)(P*C)10.0003.45434.5373.25332.52825K1+64011.05075.10074.74574.5510.19412.69712.9572.48811.83.66210.0004.69246.9165.83258.32126K1+65011.05075.05074.66474.1720.49213.68414.3436.89511.88.00210.0007.

41、99179.9078.24982.49327K1+66011.05075.00074.72574.0860.63913.79214.6489.08711.88.49710.00014.834148.3428.38083.79528K1+67011.05074.95075.45574.0531.40213.74115.62020.58211.88.26310.00023.674236.7387.54975.49429K1+68011.05074.90075.93574.1081.82713.42615.87426.76611.86.83610.00028.070280.7045.70457.03

42、830K1+69011.05074.85076.28674.2302.05612.91015.66529.37511.84.57110.00030.363303.6334.89648.96031K1+70011.05074.80076.29174.1302.16113.06015.95631.35211.85.22110.00033.081330.8125.23452.33732K1+71011.05074.74776.45074.0752.37513.06616.24934.81111.85.24710.00038.222382.2215.76857.67533K1+72011.05074.

43、68676.68473.9352.74913.30316.98741.63311.86.28810.00040.524405.2384.14441.44234K1+73011.05074.61776.98474.2012.78312.29816.02739.41511.82.00010.00037.376373.7601.38113.80735K1+74011.05074.54276.80474.2282.57611.99215.44435.33711.80.76110.00036.714367.1423.63836.38136K1+75011.05074.45776.22073.6892.5

44、3113.35416.74638.09111.86.51510.00031.463314.6346.54865.48337K1+76011.05074.36675.30473.5931.71113.36915.66224.83611.86.58210.00016.847168.4746.58265.81738K1+77011.05074.26774.13673.4940.64213.36914.2298.85911.86.58210.00039K1+78011.05074.16010.00040K1+79011.05074.05010.00041K1+80011.05073.94010.000

45、42K1+81011.05073.83074.27172.5931.67814.76117.01026.65511.813.10810.00023.130231.30410.276102.75743K1+82011.05073.72074.23872.8831.35513.56115.37719.60511.87.44310.00019.784197.8426.97969.79244K1+83011.05073.61074.23972.8421.39713.35415.22619.96311.86.51510.00018.265182.6536.25662.55645K1+84011.0507

46、3.50073.95272.7711.18113.23714.82016.56711.85.99610.00017.044170.4407.40574.05546K1+85011.05073.49073.74872.5531.19513.86115.46217.52111.88.81510.00013.078130.7817.61176.11447K1+86011.05073.28073.14872.5200.62813.33014.1728.63511.86.40810.0007.59175.9126.64266.42324K1+63011.05075.14775.01074.6630.34

47、712.50212.9674.41911.82.843第 9 頁(yè)，共 11 頁(yè)路路基基土土方方量量及及碎碎石石土土回回填填量量計(jì)計(jì)算算書(shū)書(shū)序號(hào)樁號(hào)斷面長(zhǎng)度m設(shè)計(jì)道路6%灰土頂寬設(shè)計(jì)道路6%灰土頂標(biāo)高m實(shí)測(cè)原地面標(biāo)高m實(shí)測(cè)路床開(kāi)挖底標(biāo)高m實(shí)測(cè)開(kāi)挖深度m開(kāi)挖路床底寬m開(kāi)挖路床頂寬m斷面面積m2斷面平均面積m2土方工程量m3碎石土頂面寬度m碎石土斷面積m2碎石土平均斷面積m2碎石土工程量m3備注A AB BC CD DE EF FG GH HI IJ JK KL LM MN NO OP PQ QR R7+0.65*1+0.157+0.65*1+0.15+2+0.35*1+0.1+2+0.35*1+0

48、.15+0.5*1.55+0.5*1.5設(shè)設(shè)計(jì)計(jì)值值測(cè)測(cè)量量值值測(cè)測(cè)量量值值E-FE-FD+(E-D+(E-G)*1.5*2G)*1.5*2I+H*0.67*I+H*0.67*2 2(I+J)*H/2(I+J)*H/2(K+K)/2(K+K)/2C*LC*LD+0.25*1.D+0.25*1.5*25*2（N+I)*N+I)*（E-E-0.25-G)/20.25-G)/2(O+O)/2(O+O)/2(P*C)(P*C)48K1+87011.05073.17072.85172.3750.47613.43514.0736.54711.86.87710.0005.71657.1587.07270.7

49、2049K1+88011.05073.07072.60172.2460.35513.52213.9984.88511.87.26710.0006.03660.3588.25082.49650K1+89011.05072.99572.53172.0280.50313.95114.6257.18711.89.23210.0006.19961.9858.87188.71051K1+90011.05072.94572.40172.0300.37113.79514.2925.21011.88.51010.0007.79177.9128.47684.75952K1+91011.05072.92072.73

50、772.0100.72713.78014.75410.37211.88.44110.00014.361143.6078.44184.41453K1+92011.05072.92073.26572.0101.25513.78015.46218.34911.88.44110.00042.404424.0368.09980.98854K1+93011.05072.94576.14972.0854.06413.63019.07666.45811.87.75610.00067.038670.3858.18281.81655K1+94011.05072.99576.15872.0734.08513.816

51、19.29067.61911.88.60710.00066.898668.9848.80888.07956K1+95011.05073.07676.11772.1253.99213.90319.25266.17811.89.00910.00066.797667.9689.04490.43757K1+96011.05073.17076.26772.2144.05313.91819.34967.41611.89.07810.00067.527675.2738.97489.74258K1+97011.05073.29576.42872.3544.07413.87319.33267.63911.88.

52、87010.00067.543675.43410.338103.38059K1+98011.05073.43076.21972.2823.93714.49419.77067.44811.811.80610.00075.002750.01617.056170.56060K1+99011.05073.56576.00071.7404.26016.52522.23382.55511.822.30610.00054.429544.29425.483254.83461K2+00011.05073.70072.91871.5031.41517.64119.53726.30411.828.66110.000

53、18.976189.76323.260232.60162K2+01011.05073.83573.00672.2860.72015.69716.66211.64911.817.85910.0007.75877.58413.143131.43563K2+02011.05073.97073.33873.0610.27713.77714.1483.86811.88.42810.0007.99379.9288.50385.03564K2+03011.05074.10574.02873.1850.84313.81014.94012.11811.88.57910.00013.701137.0068.345

54、83.45465K2+04011.05074.24074.41473.3541.06013.70815.12815.28311.88.11210.00015.456154.5578.42884.28466K2+05011.05074.37574.51673.4431.07313.84615.28415.62811.88.74510.00016.684166.8399.11491.14367K2+06011.05074.51074.72373.5251.19814.00515.61017.74011.89.48310.00019.599195.9899.12191.21268K2+07011.0

55、5074.64575.16073.7121.44813.84915.78921.45811.88.75910.00022.136221.3559.03790.37369K2+08011.05074.78075.32973.8071.52213.96916.00822.81311.89.31510.00018.934189.3418.84488.44070K2+09011.05074.91575.05174.0101.04113.76515.16015.05511.88.37310.00019.239192.3888.49084.89871K2+10011.05075.05075.70374.1

56、281.57513.81615.92723.42211.88.60710.0007.59175.9126.64266.423第 10 頁(yè)，共 11 頁(yè)路路基基土土方方量量及及碎碎石石土土回回填填量量計(jì)計(jì)算算書(shū)書(shū)序號(hào)樁號(hào)斷面長(zhǎng)度m設(shè)計(jì)道路6%灰土頂寬設(shè)計(jì)道路6%灰土頂標(biāo)高m實(shí)測(cè)原地面標(biāo)高m實(shí)測(cè)路床開(kāi)挖底標(biāo)高m實(shí)測(cè)開(kāi)挖深度m開(kāi)挖路床底寬m開(kāi)挖路床頂寬m斷面面積m2斷面平均面積m2土方工程量m3碎石土頂面寬度m碎石土斷面積m2碎石土平均斷面積m2碎石土工程量m3備注A AB BC CD DE EF FG GH HI IJ JK KL LM MN NO OP PQ QR R7+0.65*1+0.157

57、+0.65*1+0.15+2+0.35*1+0.1+2+0.35*1+0.15+0.5*1.55+0.5*1.5設(shè)設(shè)計(jì)計(jì)值值測(cè)測(cè)量量值值測(cè)測(cè)量量值值E-FE-FD+(E-D+(E-G)*1.5*2G)*1.5*2I+H*0.67*I+H*0.67*2 2(I+J)*H/2(I+J)*H/2(K+K)/2(K+K)/2C*LC*LD+0.25*1.D+0.25*1.5*25*2（N+I)*N+I)*（E-E-0.25-G)/20.25-G)/2(O+O)/2(O+O)/2(P*C)(P*C)10.00025.323253.2268.86488.63672K2+11011.05075.18576.

58、02574.2261.79913.92716.33827.22311.89.12010.00027.045270.4488.87188.70573K2+12011.05075.32076.18674.3971.78913.81916.21626.86711.88.62110.00024.300242.9978.72587.24674K2+13011.05075.40775.93374.4691.46413.86415.82621.73311.88.82810.00021.297212.9658.64286.41875K2+14011.05075.44075.94574.5291.41613.7

59、8315.68020.86011.88.45510.00015.034150.3369.13191.30776K2+15011.05075.44775.07474.4390.63514.07414.9259.20711.89.80610.0005.03750.3699.48494.84177K2+16011.05075.38574.48574.4230.06213.93614.0190.86711.89.16210.0004.34643.46313.810138.10078K2+17011.05075.29074.18873.7030.48515.81116.4617.82611.818.45

60、810.00014.027140.26514.479144.78779K2+18011.05075.14975.43074.0921.33814.22116.01420.22711.810.49910.00022.261222.61010.606106.06380K2+19011.05074.96375.47673.8911.58514.26616.39024.29511.810.71310.00026.518265.17810.486104.85681K2+20011.05074.73175.55573.6911.86414.17016.66828.74111.810.25810.00030