超好用工程量計算書

1、第1頁，共11頁工程量計算書項目名稱：序號工程項目及計算公式數(shù)量單位備注基礎(chǔ)土方開挖公式h6[ab(aa1)(bb1)a1b1一基面土方挖除1項目部場地土方挖運方格1`(1.66000)4101041.50方格2`(1.662.8100)41010111.75方格3`(2.813.0100)41010145.50方格4`(3.012.853.310)41010229.25方格5`(1.681.6600)4101083.50方格6`(1.

2、681.662.712.81)41010221.50方格7`(2.712.812.713.01)41010281.00方格8`(2.713.013.402.85)41010299.25方格9`(0.661.6800)4101058.50方格10`(0.661.680.972.71)41010150.50方格11`(0.972.710.972.71)41010184.00方格12`(0.972.711.813.40)41010222.25

3、方格13`(0.410.6600)4101026.75方格14`(0.410.660.810.97)4101071.25方格15`(0.810.970.810.97)4101089.00方格16`(0.810.971.161.81)41010118.75方格17`(0.41000)45105.13方格18`(0.410.8100)451015.25方格19`(0.810.8100)451020.25方格20`(3.311.160.810

4、)451066.00合計2440.882440.88m32點12~14基面土方挖運`((3.4363.031)0.5(2.6862.551)0.5)2050615.000`((3.0313.326)0.5(2.5372.551)0.5)2050634.500小計1249.501249.50基面以上挖土方合計3690.3753690.375m3A二基面以下土方回填以下為旋噴樁范圍1CB81~崎溝溪邊L=240米CB81邊2.5米水深水塘回

5、填`(1.02.5)20553850.000崎溝溪邊2.5米水深水塘回填`(1.02.5)2027.51925.000CB81~崎溝溪邊基面回填`((2.3050.979)(2.3922.089)(2.252.099)(2.5391.637)(2.731.937)(2.9071.937))6202403556.0002跨崎溝溪段回填土L=140米圍堰及引水另計`((2.9071.93)(3.3771.786)(2.9923.096))3

6、201402299.7333崎溝溪邊至CB13C方向210米處L=210米`((2.9923.096)(2.8162.601)(2.6812.681)(2.5372.537)(2.5512.551)(2.6862.686))62021077.7004CB13C方向210米處至BRT邊L=265米第3頁，共11頁工程量計算書項目名稱：序號工程項目及計算公式數(shù)量單位備注小計2198.5972198.597C跨崎溝溪跨崎溝溪、總140米按6施

7、工段計算、`140623.336第11~16段H1`(2.352.55)20.851.34.6007.692基坑內(nèi)H2`(2.9073.3772.992)3((2.352.554.852)43.65)3.092放坡段基坑內(nèi)`5.924.623.33635.323兩側(cè)邊`(7.123.09225.92)2(4.63.092)(4.63.092)0.52568.712放坡段`(7.127.123.0922)3.0920.523.33736.

8、657小計10479.73110479.731C崎溝溪邊至往CB13C方向210米總210米按8施工段計算(按200米余10米計入下段)7第17~18段H1`(2.352.00)20.851.34.3255.754基坑內(nèi)H2`(2.8162.992)2((2.352.0)23.65)1.429放坡段基坑內(nèi)`5.924.32525.6655.462兩側(cè)邊`(7.121.42925.92)2(4.3251.429)(4.3251.429)0

9、.52263.180放坡段`(7.127.121.4292)1.4290.525.6312.743小計2462.7702462.770C8第19~20段H1`(2.352.00)20.851.34.3255.567基坑內(nèi)H2`(2.8162.618)2((2.352.0)23.65)1.242放坡段基坑內(nèi)`5.924.32525.6655.462兩側(cè)邊`(7.121.24225.92)2(4.3251.242)(4.3251.242)0

10、.52240.556放坡段`(7.127.121.2422)1.2420.525.6265.871小計2323.7802323.780C9第21~22段H1`(2.352.00)20.851.34.3255.428基坑內(nèi)H2`(2.5372.618)2((2.352.0)23.65)1.103放坡段基坑內(nèi)`5.924.32525.6655.462兩側(cè)邊`(7.121.10325.92)2(4.3251.103)(4.3251.103)0

11、.52224.598放坡段`(7.127.121.1032)1.1030.525.6232.191小計2224.5032224.503C10第23~24段H1`(2.352.00)20.851.34.3255.394基坑內(nèi)H2`(2.5372.551)2((2.352.0)23.65)1.069放坡段基坑內(nèi)`5.924.32525.6655.462兩側(cè)邊`(7.121.06925.92)2(4.3251.069)(4.3251.069)