Bids Are Invited For Company Contract For Execution Of Construction Construction Work In Slope Ultra Of The Municipal Camara Of Serromg.

10.1 - Regularization And Compact Area = 0, 52 + 9, 07 2 X 27, 0 = 129, 46M + 10% = 142, 41M, 10.2 -Doly Planting = 142, 11.1 - Floor Area + Curtains Area = 170, 1 + 237, 6 = 407, 7M, 1.1 Work: 144 Hours, 1.1 Mobilization Of Urban Center Or Limitroofe With Valor Until 1,000,000, 00, 1.2 - Workshop: 1 Plate 200 X 100Cm, 1.3 - Workship Barracks: It Should Contain, At Least, Office, Deposit And Bathroom, 1.5 Provisional And Sewage Connection To The Work, 1.6 Provisor Of Electric Energy For The Work, 2.1 27M Horizontal According To Location Plan, 2.2 - Mechanized Terrain Regularization To Implant The Flower Bed: Approximately 300M Of Land And Rubbish With Removal For Boot Outside, 2.3 - Remotion For Boot Out: 300M Plus 30% Of Output = 390M, 3.1.1 - Excavation Volume: First Curtain: 10Unid X 0, 3 X 3, 6 X 3, 6 X 3 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