屠園農(nóng)場(chǎng)配套設(shè)施設(shè)計(jì)概算

1、屠園鄉(xiāng)家庭農(nóng)場(chǎng)集聚區(qū)水系道路配套工程初步設(shè)計(jì)綜合價(jià)格表項(xiàng)目分類王洼路立新路健康路已建水泥路王東路道路C30混凝土3500.03500.03500.00.03500.0水泥穩(wěn)定碎石3500.03500.03500.00.03500.012%石灰土3500.03500.00.00.03500.0填方m81.2545.823.30.0114.3挖方m2714.41069.32788.50.02468.0溝渠土方填方m332.673399.524209.785237.629264.754挖方m1853.139 1629.7792256.222326.2667 2076.779防滲渠混凝土m270.02

2、70.0245.0230.0270.0圓管涵管節(jié)長(zhǎng)度m21.021.021.07.07.0節(jié)制閘個(gè)數(shù)8.08.08.08.08.0平板橋面積50.00.050.00.00.028000028000028000002800002275002275002275000227500105000105000001050002030.125 13644.23582.6502857.367859.47 26731.98 69712.35061699.338316.8259988.15244.6255940.7256618.8546328.48 40744.48 56405.558156.667551919.

3、4881000810007350069000810002100021000210007000700048004800480048004800250000025000000682389.6 652876.25777950677056.61093835 810408.8 988745.1144897.3925828395致富路愛(ài)民路團(tuán)結(jié)路田頭小溝13號(hào)中溝總工程量綜合單價(jià)價(jià)格3500.03500.03500.00.00.024500.080.01960000.03500.03500.03500.00.00.024500.065.01592500.00.03500.00.00.00.014000.0

4、30.0420000.0324.164.496.10.00.01249.125.031228.31727.72414.12268.10.00.015450.025.0386249.4384.736298.56372.452467.41143.24110.725.0102767.81590.2031806.49 1078.748 2306.42119764.62526688.725.0667216.8245.0270.0270.00.00.02070.0300.0621000.07.07.014.09.80.0114.81000.0114800.08.08.08.08.00.072.0600.0

5、43200.050.050.050.00.00.0250.05000.01250000.0總計(jì)7907858.4280000280000280000002275002275002275000001050000008101.551609.12403.30043191.88 60352.45 56701.9009618.474649311.3116852858039755.07 45162.25 26968.7 57660.5275244115.62573500810008100000700070001400098000480048004800480002500002500002500000055

6、8793.4 674461.5 566605.200943466.9 1069888 952685.2 83945.5275272695.625 7188962.2屠園鄉(xiāng)家庭農(nóng)場(chǎng)集聚區(qū)水系道路配套工程初步設(shè)計(jì)綜合價(jià)格表道路名稱道路工程長(zhǎng)度*寬度(m)王洼路1000*3.5立新路1000*3.5健康路1000*3.5已建水泥路/王東路1000*3.5致富路1000*3.5愛(ài)民路1000*3.5團(tuán)結(jié)路1000*3.5田頭小溝/13號(hào)中溝/合計(jì)719.1防滲渠結(jié)構(gòu)層填方(m)挖方(m)長(zhǎng)度(m)渠斷面（0.1m厚）下底（m）20cm厚C30砼+20cm厚水泥穩(wěn)定碎石+20cm厚10%石灰土81.22

7、714.4994.40.620cm厚C30砼+20cm厚水泥穩(wěn)定碎石+20cm厚10%石灰土545.81069.3989.80.620cm厚C30砼+20cm厚水泥穩(wěn)定碎石23.32788.5995.10.6/879.20.620cm厚C30砼+20cm厚水泥穩(wěn)定碎石+20cm厚10%石灰土114.32468.0902.80.620cm厚C30砼+20cm厚水泥穩(wěn)定碎石324.11727.7943.80.620cm厚C30砼+20cm厚水泥穩(wěn)定碎石+20cm厚10%石灰土64.42414.1993.80.620cm厚C30砼+20cm厚水泥穩(wěn)定碎石96.12268.1999.50.6/道路工程

8、719.1排水溝砼量填方(m)挖方(m)溝斷面上底（m） 高度（m）坡度下底（m） 上底（m） 高度（m）1.440.61:0.7218.896.421.32.34.51.11.440.61:0.7217.878.619.8251.51.440.61:0.7218.976.318.72.45.61.61.440.61:0.7193.493.211.32.45.61.61.440.61:0.7198.699.110.7251.51.440.61:0.7207.686.315.61.64.81.61.440.61:0.7218.6107.417.31.64.81.61.440.61:0.7219.

9、998.515.91.14.51.7/2.83.21.2/2.012.02.5719.1防滲渠渠斷面（0.1m厚）過(guò)路管涵長(zhǎng)度(m)節(jié)制閘數(shù)量平板橋價(jià)格 （萬(wàn)元）長(zhǎng)度(m)填方(m)挖方(m)長(zhǎng)*寬(m)數(shù)量坡度1:1993.632.6731853.147m+5m*2個(gè)8個(gè)10*51109.41:1985.7199.5241629.787m+5m*2個(gè)8個(gè)/81.11:1920.49.7852256.227m+5m*2個(gè)8個(gè)10*5198.91:1886.137.6292326.277m*1個(gè)8個(gè)/14.51:1998.564.7542076.787m*1個(gè)8個(gè)/82.841:1901.6284.7361590.27m*1個(gè)8個(gè)10*51