00+8000)=16.28Р元/t f2分1Р (4)途中损耗费=(170.33+19.05+16.28)×1.4%=2.88元/t (2分)Р (5)白石子材料单价=(170.33+19.05+16.28+2.88)x(1+2%)=212.71元/tР (2分)Р37.解:(1)1—1剖面槽长=(6.0-0.80)×5=26.00m (2分)Р (2)2-2剖面槽长=(3.60×4+0.92)×2=30.64m (2分)Р (3)地槽深=1.00。0.15=0.85rn (2分)Р(4)地槽土方清单工程量=26.0×0.92×0.85+30.64×0.80×0.85=41.7m3(4分)Р (4分) (4分) (2分)Р38.解:平整场地清单工程量=(3.60×4+0.24)×(6.0+0.09+1.10+0.185)=107.97m2Р39.解:(1)1-1剖面砖基础长=(6.0-0.18)×3+6.0×2=29.46m (2分)Р(2)2-2剖面砖基础长=3.60×4×2=28.80m (2分)Р(3)I-1剖面砖基础=29.46×(0.80×0.24+0.007875×20)=10.30m3 (2分)Р(4)2-2剖面砖基础=28.80×(0.80×0.18+0.007875×20)=8.68m3 (3分)Р(5)砖基础清单工程量小计:18.98 m3 (1分)Р40.解:(1)I-1剖面垫层长=(6.0-0.80)×5=26.00m (2分)Р(2)2-2剖面垫层长=(3.60×4+0.92)×2=30.64m (2分)Р(3)带形基础垫层清单工程量=(26.0×0.92+30.64×0.80)×0.20=9.69m3(3分)Р(4)独立基础垫层清单工程量=1.0×1.0×5X0.2=1.0m3 (2分)Р(5)基础垫层清单工程量小计:t0.6 9 m3(1分)