1.2 - Workplate: 1 Plate 200 X 100Cm, 1.3 - Construction Barracks: It Should Contain, At Least, Office, Deposit And Bathroom, 1.1 - Civil Engineer: 1 Hour A Day Use During 6 Months Of Work: 144 Hours, 2.1 - 3 27M Horizontal Lines, 2.2 - Mechanized Regularization Of The Land: Embie With Removal For Boot Out, 2.3 - Remotion For Boot Outside: 300M Plus 30% Of E The Pellet = 390M, 3.1.1 - Excavation Volume: First Curtain: 10Unid X 0, 3 X 3, 14 X 3, 6 + 0, 6 X 0, 45 X 3, 14 + 0, 6 X 3, 14 X 0, 2 = 16, 24M + 10% = 17, 86M; Second And Third Curtains: 20Unid X 0, 14 X 1, 7 + 0, 2 = 2176M + 10% = 23, 93M. Total Excavation = 17, 86 +23, 93 = 41, 79M, 31..2 - Frame O12.5: First Curtain: 8 X 0, 4 +0, 6 +3, 6 +0, 6 X 10Unid +10%Loss = 457, 6M X 1Kgm = 457, 6Kg. Second And Third Curtains: 6 X 0, 6+1, 7+0, 6 X 20Unid+10%Loss = 435, 6M X 1Kgm = 435, 6Kg. Total Consumption Of 12.5 = 457, 6 + 435, 6 = 893, 2Kg, 3.1.3 - Frame O5.0: First Curtain: 0, 6 0, 2 X 1, 06M X 10Unid + 10%Loss = 303, 16M X 0, 16Kgm = 48, 5Kg. Second And Third Curtain: 0, 06M X 10Unid +10%Loss = 231, 08M X 0, 16Kgm = 36, 9Kg. Total Consumption Of O5.0 = 48, 5 + 36, 9 = 85, 4Kg, 31..4 - Concrete: 41, 79M - 30% Mao = 41, 79 - 12, 53 = 29, 25M Of 18 Mpa, 3.2.1 - Excavation: V = 0, 6X0, 6X 30Unid = 6, 48M, 3.2.2 4 + 264 = 777, 6M Cfm Structural + 10% = 855, 3 X 0, 25Kgm = 213, 84Kg, 3.2.3 - Concrete = 6, 3.3.1 - Excavation: 3 X 27, 0M X 0, 2 X 0, 4 + 2, 0, 4 X 10 + 2, 15 X 0, 4 X 20 = 11, 52M + 10% = 12, 67M, 3.3.2 Concrete: 3 X 27, 2 + 2 X 10 X 0, 2 + 2, 2 X 20 X 0, 05 = 1, 44 + 10% = 1, 58M, 3.3.3 - Armament O5.0: 27, 0 X 3 0, 2 + 2 X 10 0, 15 X 20 0, 06 = 763, 2M + 10% = 839, 52 X 0, 16Kgm = 134, 32Kg, 3.3.4 O12.5: 27, 14 X 2 + 27, 62 X 2 X 3 + 2, 69 + 3, 17 X 2 X 20 + 2, 54 X 4 + 2, 82 X 2 X 10 = 720, 96 + 10% = 793, 05M X 1Kgm = 793, 05Kg, 3.3.5 - Concrete: 12, 3.4.1 - Frame O5.0: 10 X 2, 2 + 20, 65 0, 06 = 665, 0M + 10% = 731, 5 X 0, 16Kgm = 117, 04Kg, 3.4.2 - Frame O12.5: 2, 7 X 8 X 10 + 2, 65 X 6 X 20 = 534 + 10% = 587, 4M X 1Kgm = 587, 3.4.3 - 2, 7 X 0, 25 X 2 3 + 2, 65 X 0, 25 X 2 X 203 = 24, 0 +10% = 26, 4M, 3.4.4 - Concrete: 2, 65 X 20 X 0, 4 = 6, 4 +10% = 7, 04M, 3.5.1 - Frame O12.5: 27, 62 X 2 X 3 = 328, 56 +10% = 361, 4M X 1Kgm = 361, 3.5.2 - 27, 27, 27, 14 X 4 X 4 = 434, 24 +10% = 477, 6M X 0, 63Kgm = 300, 92Kg, 3.5.3 - Frame O5.0: 27, 06 = 429, 3M +27, 0 X 4 0, 66 = 785, 7 +10% = 864, 27 X 0, 16Kgm = 138, 28Kg, 3.5.4 - 27 X 0, 25 X 4X 3 3 + 27, 25 X 2 X 43 = 45, 0 + 10% = 49, 5M, 3.5.5 - Concrete: 27, 4 X 3 + 27 X 0, 2 X 4 = 10, 8 + 10% = 11, 88M, 4.1.1 - Transport In The Flower Bed - 226, 73 0, 2 -Layered = 1.133, 66M, 4.1.2 - Excavation - 2, 0 X 2, 7 + 2, 15 X 2, 15 X 2, 15 X 2 65 2 X 27 X 2 = 226, 73M, 4.1.3 - Compact = 226, 4.2.1 - Structural Masonry - Contences = 2, 77 X 1 + 1, 1 X 10 + 2, 77X1 + 1, 06 X 20 = 172, 29 + 10% = 189, 4.2.2 - O6.3 = 2, 66 0, 94 02 + 2, 62 0, 2 X 2, 98 = 1,519, 41+ 10% = 1,671, 35M X 0, 25Kgm = 417, 83Kg, 4.2.3 - Concrete: 189, 5M X 0, 14Cm Thickness Of Concrete = 26, 4.2.4 - 2M X 15 Towers = 30M, 4, 0 X 2, 7 2 X 10, 0 = 27, 0M + 10% = 29, 7M, 4.3.2 - Concrete: 29, 7 X 0, 14 = 4, 15M, 4.3.3 - And
