雨污水管長(zhǎng)度,檢查井,挖填溝槽工程量計(jì)算【gao】

1、序號(hào)井號(hào)Y水井(座)樁號(hào)Y水管（二級(jí)鋼筋混凝土砼管）DN400DN400單位mY水管（二級(jí)鋼筋混凝土砼管）DN1000DN1000單位m1 Y11K0+202 Y1Y21K0+60403 Y2Y31K0+100404 Y3Y41K0+135355 Y4Y51K0+157226 Y5Y61K0+185287 Y6Y71K0+225408 Y7Y81K0+265409 Y8Y91K0+3054010 Y9Y101K0+3353011 Y10Y111K0+3653012 Y11Y121K0+3872213 Y12Y131K0+4152814 Y13Y141K0+4554015 Y14Y151K0+4

2、954016 Y15Y161K0+5253017 Y16Y171K0+5441918 Y17Y181K0+5753119 Y18Y191K0+6154020 Y19Y201K0+6554021 Y20Y211K0+6954022 Y21Y221K0+72227合合計(jì)計(jì)22225 51 14 4. .0 00 00 01 18 88 8另另附附Y(jié) Y水水管管DN300DN300注注：此此部部分分設(shè)設(shè)計(jì)計(jì)管管內(nèi)內(nèi)底底標(biāo)標(biāo)高高從從“雨雨水水管管道道縱縱斷斷面面圖圖”可可得得Y2處20.000Y4處20.000Y7處20.000Y9處20.000Y11處20.000Y14處20.000Y16處20.0

3、00Y19處20.000Y21處20.0001 18 80 0. .0 00 00 0另另附附Y(jié) Y水水管管DN800DN800Y5處20.000Y12處26.0004 46 6. .0 00 00 0另另附附Y(jié) Y水水管管DN700DN700Y17處20.000Y22處18.0003 38 8. .0 00 00 0另另附附Y(jié) Y水水管管DN1500DN1500Y17處16.0001 16 6. .0 00 00 0另另附附Y(jié) Y水水管管DN600DN600Y5處26.000Y22處22.0004 48 8. .0 00 00 0另另附附d300d300未未計(jì)計(jì)算算雨雨水水管管挖挖填填方方匯

4、匯總總合合計(jì)計(jì)序號(hào)井號(hào)W水井(座)樁號(hào)W水管（二級(jí)鋼筋混凝土砼管）DN300DN300單位m設(shè)計(jì)管內(nèi)底標(biāo)高（米）1 W11K0+30390.9072 W1W21K0+7040390.8593 W2W31K0+11040390.7934 w3W41K0+14030390.6495 w4W51K0+16323390.5806 w5W61K0+19027390.8697 w6W71K0+23040390.7798 W7W81K0+27040390.6299 W8W91K0+31030390.50910 W9W101K0+34030390.41911 W10W111K0+37023390.32912

5、W11W121K0+39327390.26013 W12W131K0+42040389.87814 W13W141K0+46040389.74215 W14W151K0+50030389.60616 W15W161K0+53026389.50417 W16W171K0+55624389.41518 W17W181K0+58040390.54519 W18W191K0+62040390.42520 W19W201K0+66040390.30521 W20W211K0+70028390.18522 W21W221K0+72827390.101合合計(jì)計(jì)6 68 85 5. .0 00 00 0另另附

6、附W W水水管管DN300DN300挖挖填填方方W1處20390.994W3處20390.754W5處20390.461W6處20390.884W8處20390.644W10處20390.434W12處20389.984W13處20389.893W15處20389.621W17處20389.430W18處20390.560W20處20390.320W22處20389.681合合計(jì)計(jì)2 26 60 0. .0 00 00 0污污水水管管挖挖填填方方匯匯總總合合計(jì)計(jì)9 94 45 5. .0 00 00 0設(shè)計(jì)管內(nèi)底標(biāo)高（米）路基設(shè)計(jì)標(biāo)高（米）管內(nèi)標(biāo)高至基底標(biāo)高高差（米）溝槽挖深（M）挖基槽基礎(chǔ)寬

7、度（m）管道基礎(chǔ)寬度（m）管道基礎(chǔ)高度（m）391.686392.4360.1200.87391.606392.4080.1200.901.3000.6400.320391.526392.3810.1200.941.3000.6400.320391.456392.3570.1200.981.3000.6400.320391.412392.3410.1201.011.3000.6400.320391.300392.3220.1201.081.3000.6400.320391.492392.2940.1201.001.3000.6400.320391.412392.2700.1200.991.30

8、00.6400.320391.332392.2390.1201.011.3000.6400.320391.272392.2180.1201.041.3000.6400.320391.212392.1970.1201.071.3000.6400.320391.168392.1820.1201.101.3000.6400.320390.514392.1610.3001.521.8001.6000.800390.434392.1310.3001.761.8001.6000.800390.354392.1010.3001.901.8001.6000.800390.294392.0790.3001.99

9、1.8001.6000.800390.256392.0910.3002.061.8001.6000.800391.256392.0060.3001.561.8001.6000.800391.176392.0090.1201.261.3000.6400.320391.096391.8320.1201.061.3000.6400.320391.016391.7450.1200.951.3000.6400.320390.962391.6870.1200.901.3000.6400.320391.706392.4080.0900.791.300.480.24391.556392.3530.0900.8

10、91.300.480.24391.592392.2980.0900.801.300.480.24391.432392.2420.0900.901.300.480.24391.312392.2010.0900.981.300.480.24391.134392.1310.0901.091.300.480.24390.994392.0820.0901.181.300.480.24391.276392.5690.0901.381.300.480.24391.116391.7450.0900.721.300.480.24391.012392.3410.2401.5691.6001.2800.640390

11、.770392.1820.2401.6521.6001.2800.640390.556392.0640.2101.7181.5001.1200.560390.430391.6870.2101.4671.5001.1200.560389.756392.0640.4502.7582.4002.4001.200注注：此此部部分分設(shè)設(shè)計(jì)計(jì)管管內(nèi)內(nèi)底底標(biāo)標(biāo)高高從從“雨雨水水管管道道縱縱斷斷面面圖圖”可可得得391.212392.3410.1801.3091.4000.9600.480390.530391.6870.1801.3371.4000.9600.480路基設(shè)計(jì)標(biāo)高（米）管內(nèi)標(biāo)高至基底標(biāo)高高差（米

12、）溝槽挖深（M）挖基槽基礎(chǔ)寬度（m）管道基礎(chǔ)寬度（m）管道基礎(chǔ)高度（m）管道基礎(chǔ)（m3）392.4290.0901.612392.4010.1801.6671.3000.4800.2402.57392.3740.1801.7141.3000.4800.2402.57392.3530.1801.7991.3000.4800.2401.93392.3370.1801.8681.3000.4800.2401.48392.3190.1801.7491.3000.4800.2401.74392.2910.1801.7211.3000.4800.2402.57392.2630.1801.7671.3000

13、.4800.2402.57392.2350.1801.8371.3000.4800.2401.93392.2150.1801.9061.3000.4800.2401.93392.1940.1801.9761.3000.4800.2401.48392.1780.1802.0371.3000.4800.2401.74392.1580.1802.2481.3000.4800.2402.57392.1270.1802.4071.3000.4800.2402.57392.0980.1802.5391.3000.4800.2401.93392.0750.1802.6451.3000.4800.2401.6

14、7392.0470.1802.7291.3000.4800.2401.54391.9950.1802.1791.3000.4800.2402.57391.9080.1801.9211.3000.4800.2402.57391.8210.1801.8091.3000.4800.2402.57391.7340.1801.7691.3000.4800.2401.80391.6800.1801.7641.3000.4800.2401.744 44 4. .0 07 7注注：此此部部分分設(shè)設(shè)計(jì)計(jì)管管內(nèi)內(nèi)底底標(biāo)標(biāo)高高從從“污污水水管管道道縱縱斷斷面面圖圖”可可得得392.4290.0901.5251.30

15、00.4800.2401.29392.3740.0901.6181.3000.4800.2401.29392.3370.0901.9661.3000.4800.2401.29392.3190.0901.5251.3000.4800.2401.29392.2630.0901.7091.3000.4800.2401.29392.2150.0901.8711.3000.4800.2401.29392.1780.0902.2841.3000.4800.2401.29392.1580.0902.3551.3000.4800.2401.29392.0980.0902.5671.3000.4800.2401

16、.29392.3170.0902.9771.3000.4800.2401.29391.9950.0901.5251.3000.4800.2401.29391.8210.0901.5911.3000.4800.2401.29391.6800.0902.0891.3000.4800.2401.291 16 6. .7 73 36 60 0. .7 79 9管道基礎(chǔ)（m3）管道挖方(清單工程量)（m3）砂卵石回填（m3）土方回填（m3）4.5746.5942.024.5748.6544.074.0044.5140.51DN400DN400砂砂卵卵石石換換填填面面至至基基礎(chǔ)礎(chǔ)底底部部h=1.06h=1

17、.062.5228.9926.47標(biāo)標(biāo)記記黃黃色色的的溝溝槽槽深深度度 砂砂卵卵石石的的回回填填深深度度，還還需需土土方方回回填填3.2039.2330.320.654.5752.0047.424.5751.4346.854.5752.4147.843.4340.4437.013.4341.7732.480.432.5231.5329.0220.0176.8525.1828.59126.7862.9928.59137.0862.9921.44107.7047.245.1013.5870.6129.925.63DN1000DN1000砂砂卵卵石石換換填填面面至至基基礎(chǔ)礎(chǔ)底底部部h=1.9h=1.

18、922.1686.9029.704.5765.2743.3110.154.5754.8950.324.5749.5244.943.0931.5428.451 19 93 3. .1 17 71 12 28 84 4. .7 70 08 84 49 9. .0 07 72 21 1. .9 96 61.2920.5919.311.2923.0621.781.2920.7019.411.2923.4022.111.2925.4522.631.531.2928.2622.634.34DN300DN300砂砂卵卵石石換換填填面面至至基基礎(chǔ)礎(chǔ)底底部部h=0.92h=0.921.2930.6322.636

19、.711.2935.9622.6312.041.2918.6917.411 11 1. .5 58 82 22 26 6. .7 75 51 19 90 0. .5 54 42 24 4. .6 62 29.14950.20826.589DN800DN800砂砂卵卵石石換換填填面面至至基基礎(chǔ)礎(chǔ)底底部部h=1.64h=1.6411.89468.72337.520.502 21 1. .0 04 44 41 11 18 8. .9 93 31 16 64 4. .1 10 09 90 0. .4 49 99 97.00551.54026.327.140DN700DN700砂砂卵卵石石換換填填面面至

20、至基基礎(chǔ)礎(chǔ)底底部部h=1.48h=1.486.30539.60923.3341 13 3. .3 31 10 09 91 1. .1 14 49 94 49 9. .6 65 51 17 7. .1 14 425.733105.90733.416.067DN1500DN1500砂砂卵卵石石換換填填面面至至基基礎(chǔ)礎(chǔ)底底部部h=2.6h=2.62 25 5. .7 73 33 31 10 05 5. .9 90 07 73 33 3. .4 41 13 36 6. .0 06 67 76.69147.64830.377DN600DN600砂砂卵卵石石換換填填面面至至基基礎(chǔ)礎(chǔ)底底部部h=1.34h=

21、1.345.66141.18026.5661 12 2. .3 35 52 28 88 8. .8 82 27 75 56 6. .9 94 42 22 27 77 7. .1 19 91 19 91 16 6. .2 26 61 12 24 43 3. .7 73 36 60 0. .2 29 9管道挖方(清單工程量)（m3）砂卵石回填（m3）土方回填（m3）86.6845.2738.8489.1345.2741.2970.1633.9534.2855.8526.0328.3561.3930.5629.1089.4745.2741.6391.9045.2744.0671.6333.9535.75DN300D