Lista Cantitati
4
IMPA SITUATIE DE LUCRARI NR.1 Earthworks and Demolitions Package CONTRACT Nr. Description Unit Quantity I. EARTHWORKS & DEMOLITION - 3.1.4 Demolition of concrete elevations tonne 18.72 - 3.3.2 Cleaning the land of grass and weeds; 29.55 - 3.3.5 pcs. 6.40 - 3.3.16 Cuting the vegetation; 29.55 - 3.4.5 12.61 - 3.4.14 Mechanical excavation with miniexcavator; 215.72 - 3.4.15 Mechanical excavation with excavator on tyres; 167.45 - 3.4.18 167.45 - 3.4.21 99.29 - 3.4.22 167.45 - 3.4.36 Mechanical exhausting of water from digging in sandy soils; hr 24.13 - 3.6.1 Shovel spreading of loose soil, in uniform layers, 10-30 cm thick; 4.24 - 3.6.2 Bulldozer spreading of loose soil, class I-V 35.95 - 3.6.3 Bulldozer spreading of loose soil, class VI-VII 34.08 - 3.6.4 2.46 - 3.6.5 98.50 - 3.6.6 Vibrating plate compacting of excavation filling layers 20-30cm thick; 32.75 - 3.6.7 146.77 - 3.6.10 65.50 - 3.6.12 Mechanical watering of soil layers using a sprinkler equipped tanker; 2.96 - 3.6.14 Compact excavation filling of ditches for buried networks; 1.97 - Project : Videle Block G2 Negociation 20.08.2014 Unit Rate [€] Negociation 20.08.2014 Total [€] Total Value : 100 m 2 Felling of coniferous and deciduous trees, 10-20cm diameter, including manual material transport in bulk; 100 m 2 Manual digging of earth in limited space, with more than 1 m wide, made with inclined slope, without support, up to 6 m depth, with manual evacuation; m 3 100 m 3 100 m 3 Mechanical excavation in trenches for pipes and cables, made with several cups excavators, with longitudinal digging and rotor; 100 m 3 Mechanical excavation with bulldozer on crawler tractors 65-80 hp, including pushing the earth up to 10 m; 100 m 3 Mechanical excavation with bulldozer on crawler tractors 81-180 hp, including pushing the earth up to 10 m; 100 m 3 m 3 100 m 3 100 m 3 Manual of horizontal or 1/4 inclined excavation fillings, including soil layer watering; m 3 150-200kg mechanic tamping rammer compacting of excavation filling layers 20-30cm thick; 100 m 3 100 m 3 10-12 t self-propelled static roller compressor mechanical compacting of excavation fillings; 100 m 3 15 t sheepsfoot roller compacting of excavation fillings of cohesive soil for dams and dikes 100 m 3 m 3 m 3
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EarthworksIMPASITUATIE DE LUCRARI NR.1Project : Videle Block G2Earthworks and Demolitions PackageCONTRACTT&I General Constr. 09.07.2014ROUTILAJE08.07.2014GLOBALTEH 29.05.2014T&I General Constr. 02.06.2014ROUTILAJE30.05.2014GLOBALTEH 22.04.2014T&I General Constr. 22.04.2014ROUTILAJE22.04.2014NEGOCIERE APROBATANr.DescriptionUnitQuantityNegociation20.08.2014Unit Rate []Negociation20.08.2014Total []Unit Rate []Total []Unit Rate []Total []Unit Rate []Total []Unit Rate []Total []Unit Rate []Total []Unit Rate []Total []Unit Rate []Total []Unit Rate []Total []Negociation07.07.2014Unit Rate []Negociation07.07.2014Total []I. EARTHWORKS & DEMOLITIONTotal Value : 0.0Total Value : 0.0Total Value : 0.0Total Value : 0.0Total Value : 0.0Total Value : 0.0Total Value : 0.0Total Value : 0.0Total Value : 0.0PRETURI gt FARA 1%750.00750.003.1.4Demolition of concrete elevationstonne18.720.020.22 0.021.53 0.019.09 0.020.83 0.021.96 0.019.66 0.021.25 0.022.84 0.050.23 51.470.003.3.2Cleaning the land of grass and weeds;100 m229.550.031.91 0.033.98 0.030.14 0.032.87 0.034.66 0.031.04 0.033.53 0.036.05 0.056.87 61.560.003.3.5Felling of coniferous and deciduous trees, 10-20cm diameter, including manual material transport in bulk;pcs.6.400.08.99 0.07.36 0.06.53 0.09.26 0.07.51 0.06.73 0.09.45 0.07.81 0.09.62 9.150.003.3.16Cuting the vegetation;100 m229.550.031.91 0.033.98 0.030.14 0.032.87 0.034.66 0.031.04 0.033.53 0.036.05 0.064.45 67.230.003.4.5Manual digging of earth in limited space, with more than 1 m wide, made with inclined slope, without support, up to 6 m depth, with manual evacuation; m312.610.013.62 0.014.50 0.012.86 0.014.03 0.014.79 0.013.25 0.014.31 0.015.38 0.018.01 18.060.003.4.14Mechanical excavation with miniexcavator;100 m3215.720.0232.98 0.0248.08 0.0220.03 0.0239.97 0.0253.04 0.0226.63 0.0244.77 0.0263.16 0.0303.29 308.800.003.4.15Mechanical excavation with excavator on tyres;100 m3167.450.0180.85 0.0192.57 0.0170.80 0.0186.28 0.0196.42 0.0175.92 0.0190.01 0.0204.28 0.0331.72 325.050.003.4.18Mechanical excavation in trenches for pipes and cables, made with several cups excavators, with longitudinal digging and rotor;100 m3167.450.0180.85 0.0192.57 0.0170.80 0.0186.28 0.0196.42 0.0175.92 0.0190.01 0.0204.28 0.0236.94 238.170.003.4.21Mechanical excavation with bulldozer on crawler tractors 65-80 hp, including pushing the earth up to 10 m;100 m399.290.0107.23 0.0114.18 0.0101.28 0.0110.45 0.0116.46 0.0104.32 0.0112.66 0.0121.12 0.0142.17 141.840.003.4.22Mechanical excavation with bulldozer on crawler tractors 81-180 hp, including pushing the earth up to 10 m;100 m3167.450.0180.85 0.0192.57 0.0170.80 0.0186.28 0.0196.42 0.0175.92 0.0190.01 0.0204.28 0.0236.94 243.300.003.4.36Mechanical exhausting of water from digging in sandy soils;hr24.130.026.06 0.027.75 0.024.61 0.026.84 0.028.31 0.025.35 0.027.38 0.029.44 0.032.37 34.480.003.6.1Shovel spreading of loose soil, in uniform layers, 10-30 cm thick;m34.240.04.58 0.04.88 0.04.32 0.04.72 0.04.98 0.04.45 0.04.81 0.05.18 0.08.06 8.280.003.6.2Bulldozer spreading of loose soil, class I-V100 m335.950.038.83 0.041.34 0.036.67 0.039.99 0.042.17 0.037.77 0.040.79 0.043.86 0.047.39 51.220.003.6.3Bulldozer spreading of loose soil, class VI-VII100 m334.080.036.81 0.039.19 0.034.76 0.037.91 0.039.97 0.035.80 0.038.67 0.041.57 0.047.39 48.660.003.6.4Manual of horizontal or 1/4 inclined excavation fillings, including soil layer watering;m32.460.03.74 0.02.83 0.02.51 0.03.85 0.02.89 0.02.59 0.03.93 0.03.01 0.03.99 3.620.003.6.5150-200kg mechanic tamping rammer compacting of excavation filling layers 20-30cm thick;100 m398.500.0106.38 0.0113.28 0.0100.47 0.0109.57 0.0115.55 0.0103.48 0.0111.76 0.0120.17 0.0142.17 142.470.003.6.6Vibrating plate compacting of excavation filling layers 20-30cm thick;100 m332.750.035.37 0.037.66 0.033.41 0.036.43 0.038.41 0.034.41 0.037.16 0.039.95 0.047.39 46.790.003.6.710-12 t self-propelled static roller compressor mechanical compacting of excavation fillings;100 m3146.770.0158.51 0.0168.79 0.0149.71 0.0163.27 0.0172.17 0.0154.20 0.0166.54 0.0179.06 0.0208.52 210.540.003.6.1015 t sheepsfoot roller compacting of excavation fillings of cohesive soil for dams and dikes100 m365.500.070.74 0.075.33 0.066.81 0.072.86 0.076.84 0.068.81 0.074.32 0.079.91 0.094.78 94.320.003.6.12Mechanical watering of soil layers using a sprinkler equipped tanker;m32.960.03.20 0.03.40 0.03.02 0.03.30 0.03.47 0.03.11 0.03.37 0.03.61 0.012.32 12.810.003.6.14Compact excavation filling of ditches for buried networks;m31.970.02.13 0.02.27 0.02.01 0.02.19 0.02.32 0.02.07 0.02.23 0.02.41 0.02.84 2.840.003.6.16Compacting excavation fillings using a 20 t pneumatic vibrating compactor;100 m382.740.089.36 0.095.15 0.084.39 0.092.04 0.097.05 0.086.92 0.093.88 0.0100.93 0.0110.25 118.200.003.6.17Manual leveling of terrains and platforms;100 m215.370.016.60 0.022.40 0.015.68 0.017.10 0.022.85 0.016.15 0.017.44 0.023.76 0.025.50 21.980.003.6.22Compacting samplingpcs.54.180.058.51 0.062.31 0.055.26 0.060.27 0.063.56 0.056.92 0.061.48 0.066.10 0.094.78 94.320.003.34.1Pipe trench excavation for pipe trench width (TW) 0,60 and earth class 2-5m2.170.02.34 0.02.50 0.02.21 0.02.41 0.02.55 0.02.28 0.02.46 0.02.65 0.02.99 3.100.003.36.1bedding in sand for pipe trench width (TW) 0,60mm1.350.01.73 0.01.55 0.01.38 0.01.78 0.01.58 0.01.42 0.01.82 0.01.64 0.01.84 1.810.003.37.1padding for pipe trench width (TW) 0,60mm2.560.03.19 0.02.94 0.02.61 0.03.29 0.03.00 0.02.69 0.03.36 0.03.12 0.03.19 3.420.003.41.1backfilling pipe trench for pipe trench width (TW) 0,60mm2.560.02.76 0.02.94 0.02.61 0.02.84 0.03.00 0.02.69 0.02.90 0.03.12 0.03.49 3.620.009.29.1Cable trench for Anode cable Pipe connection m8.450.09.13 0.09.72 0.08.62 0.09.40 0.09.91 0.08.88 0.09.59 0.010.31 0.011.80 12.080.009.4.1Work strip width 12.0mm4.930.05.32 0.05.67 0.05.03 0.05.48 0.05.78 0.05.18 0.05.59 0.06.01 0.021.61 22.120.009.4.2Work strip width 13.0mm5.120.05.53 0.05.89 0.05.22 0.05.70 0.06.01 0.05.38 0.05.81 0.06.25 0.052.13 53.360.009.4.6Top soil removal width 9.00mm5.520.05.96 0.06.07 0.05.63 0.06.14 0.06.19 0.05.80 0.06.26 0.06.44 0.08.96 9.170.009.4.7Top soil removal width 10.00mm6.400.06.91 0.010.05 0.06.53 0.07.12 0.010.25 0.06.73 0.07.26 0.010.66 0.010.24 10.190.009.4.8Top soil removal width 15.00mm9.360.010.11 0.010.76 0.09.55 0.010.41 0.010.98 0.09.84 0.010.62 0.011.42 0.014.92 15.280.009.8.1Trial trenches down to 1.5m depth pcs57.130.061.70 0.081.37 0.058.27 0.063.55 0.083.00 0.060.02 0.064.82 0.086.32 0.085.12 82.470.009.8.2Trial trenches from 1.5 to 2m depthpcs57.130.061.70 0.095.73 0.058.27 0.063.55 0.097.64 0.060.02 0.064.82 0.0101.55 0.098.38 97.030.009.9.1Pipe trench excavation for pipe trench width (TW) 0.60m and earth class 2-5 m2.170.02.34 0.02.50 0.02.21 0.02.41 0.02.55 0.02.28 0.02.46 0.02.65 0.02.99 3.060.009.9.7Pipe trench excavation for pipe trench width (TW) 0.90m and earth class 2-5m3.940.04.26 0.04.53 0.04.02 0.04.39 0.04.62 0.04.14 0.04.48 0.04.80 0.07.17 7.340.009.9.9 Pipe trench excavation for pipe trench width (TW) 1.00m and earth class 2-5m4.430.04.78 0.05.09 0.04.52 0.04.92 0.05.19 0.04.66 0.05.02 0.05.40 0.07.96 8.150.009.10.1Bedding in sand for pipe trench width (TW) 0.60mm1.350.01.46 0.01.55 0.01.38 0.01.50 0.01.58 0.01.42 0.01.53 0.01.64 0.04.06 4.160.009.10.4Bedding in sand for pipe trench width (TW) 0.90m m4.930.05.32 0.05.67 0.05.03 0.05.48 0.05.78 0.05.18 0.05.59 0.06.01 0.09.39 9.610.009.10.5Bedding in sand for pipe trench width (TW) 1.00m m6.990.07.55 0.08.04 0.07.13 0.07.78 0.08.20 0.07.34 0.07.94 0.08.53 0.010.42 10.670.009.11.1Padding for pipe trench width (TW) 0.60m m6.900.07.45 0.07.94 0.07.04 0.07.67 0.08.10 0.07.25 0.07.82 0.08.42 0.011.98 12.270.009.11.4Padding for pipe trench width (TW) 0.90m m8.870.09.58 0.010.20 0.09.05 0.09.87 0.010.40 0.09.32 0.010.07 0.010.82 0.018.94 19.390.009.11.5Padding for pipe trench width (TW) 1.00m m10.840.011.71 0.012.47 0.011.06 0.012.06 0.012.72 0.011.39 0.012.30 0.013.23 0.020.94 21.440.009.14.1Backfilling pipe trench for pipe trench width (TW) 0.60mm1.970.02.13 0.02.27 0.02.01 0.02.19 0.02.32 0.02.07 0.02.23 0.02.41 0.02.85 2.910.009.14.4Backfilling pipe trench for pipe trench width (TW) 0.90mm3.400.03.67 0.03.91 0.03.47 0.03.78 0.03.99 0.03.57 0.03.86 0.04.15 0.04.74 4.850.009.15.8Restoration of top soil for working width 12mm7.730.08.19 0.08.89 0.07.88 0.08.44 0.09.07 0.08.12 0.08.61 0.09.43 0.010.80 11.050.009.15.9Restoration of top soil for working width 13mm8.370.011.82 0.09.63 0.08.54 0.012.17 0.09.82 0.08.80 0.012.41 0.010.21 0.011.98 11.980.009.15.10Restoration of top soil for working width 14mm9.030.09.75 0.010.38 0.09.21 0.010.04 0.010.59 0.09.49 0.010.24 0.011.01 0.012.61 12.910.009.A.1.1Work strip width 4.00mm3.150.03.40 0.03.62 0.03.21 0.03.50 0.03.69 0.03.31 0.03.57 0.03.84 0.06.98 7.370.009.A.1.1Work strip width 9.00mm7.880.08.51 0.09.06 0.08.04 0.08.77 0.09.24 0.08.28 0.08.95 0.09.61 0.015.72 16.580.009.A.1.1Work strip width 17.00mm29.060.031.38 0.033.42 0.029.64 0.032.32 0.034.09 0.030.53 0.032.97 0.035.45 0.060.77 63.850.009.A.1.4Top soil removal width 4.00mm4.140.04.47 0.04.76 0.04.22 0.04.60 0.04.86 0.04.35 0.04.69 0.05.05 0.012.72 13.400.009.A.1.3Top soil removal width 3.70mm3.940.04.26 0.04.53 0.04.02 0.04.39 0.04.62 0.04.14 0.04.48 0.04.80 0.012.14 7.980.009.A.1.6Top soil removal width 14.00mm9.970.010.77 0.011.47 0.010.17 0.011.09 0.011.70 0.010.48 0.011.31 0.012.17 0.013.51 14.250.009.A.1.1Work strip width 15.0mm27.580.029.79 0.031.72 0.028.13 0.030.68 0.032.35 0.028.97 0.031.29 0.033.64 0.059.10 62.350.009.A.1.3Top soil removal width 13.00mm8.870.09.58 0.010.20 0.09.05 0.09.87 0.010.40 0.09.32 0.010.07 0.010.82 0.012.54 13.230.009.A.1.1Work strip width 10.00mm17.730.019.15 0.020.39 0.018.08 0.019.72 0.020.80 0.018.62 0.020.11 0.021.63 0.017.48 41.560.009.A.1.2Top soil removal width 11.00mm7.780.08.40 0.08.95 0.07.94 0.08.65 0.09.13 0.08.18 0.08.82 0.09.50 0.010.61 11.200.009.A.1.1Work strip width 5.0mm3.940.04.26 0.04.53 0.04.02 0.04.39 0.04.62 0.04.14 0.04.48 0.04.80 0.08.73 20.780.009.A.1.3Work strip width 11.0mm19.210.020.75 0.022.09 0.019.59 0.021.37 0.022.53 0.020.18 0.021.80 0.023.43 0.019.22 45.720.009.A.1.4Top soil removal width 2,60mm1.840.01.99 0.02.12 0.01.88 0.02.05 0.02.16 0.01.94 0.02.09 0.02.25 0.08.09 2.640.009.A.1.5Top soil removal width 8.00mm5.610.06.06 0.06.45 0.05.72 0.06.24 0.06.58 0.05.89 0.06.36 0.06.84 0.08.69 8.100.009.A.2.1Pipe trench excavation for pipe trench width (TW) 1.7m and earth class 2-5m6.650.07.18 0.07.65 0.06.78 0.07.40 0.07.80 0.06.98 0.07.55 0.08.11 0.013.13 13.510.009.A.2.2Pipe trench excavation for pipe trench width (TW) 2,6m and earth class 2-5m10.840.011.71 0.012.47 0.011.06 0.012.06 0.012.72 0.011.39 0.012.30 0.013.23 0.020.08 20.650.009.A.2.1Pipe trench excavation for pipe trench width (TW) 3,0m and earth class 2-5m13.790.014.89 0.015.86 0.014.07 0.015.34 0.016.18 0.014.49 0.015.65 0.016.83 0.028.96 24.050.009.A.2.2Pipe trench excavation for pipe trench width (TW) 1,9m and earth class 2-5m8.870.014.82 0.010.20 0.09.05 0.015.26 0.010.40 0.09.32 0.015.57 0.010.82 0.015.21 15.070.009.A.2.3Pipe trench excavation for pipe trench width (TW) 2,5m and earth class 2-5m11.820.012.77 0.013.59 0.012.06 0.013.15 0.013.86 0.012.42 0.013.41 0.014.41 0.019.30 19.850.009.A.2.1Pipe trench excavation for pipe trench width (TW) 1.5m and earth class 2-5m6.650.07.18 0.07.65 0.06.78 0.07.40 0.07.80 0.06.98 0.07.55 0.08.11 0.012.36 12.200.009.A.2.2Pipe trench excavation for pipe trench width (TW) 2,4m and earth class 2-5m10.840.011.71 0.012.47 0.011.06 0.012.06 0.012.72 0.011.39 0.012.30 0.013.23 0.018.54 19.380.00Restoration of top soil for working width 5mm3.550.01.83 0.04.08 0.03.62 0.01.88 0.04.16 0.03.73 0.01.92 0.04.33 0.01.96 5.080.00Restoration of top soil for working width 10mm2.680.02.89 0.03.08 0.02.73 0.02.98 0.03.14 0.02.81 0.03.04 0.03.27 0.08.73 3.830.00Restoration of top soil for working width 11mm7.390.07.98 0.08.50 0.07.54 0.08.22 0.08.67 0.07.77 0.08.38 0.09.02 0.09.61 11.200.009.A.3.1Bedding in sand for pipe trench width (TW) 1,5mm6.600.07.13 0.07.59 0.06.73 0.07.34 0.07.74 0.06.93 0.07.49 0.08.05 0.015.17 15.990.009.A.3.1Bedding in sand for pipe trench width (TW) 1,7mm7.680.08.29 0.08.37 0.07.83 0.08.54 0.08.54 0.08.06 0.08.71 0.08.88 0.017.19 17.990.009.A.3.1Bedding in sand for pipe trench width (TW) 3,0mm13.540.014.62 0.015.57 0.013.81 0.015.06 0.015.88 0.014.22 0.015.36 0.016.52 0.030.34 32.180.009.A.3.2Bedding in sand for pipe trench width (TW) 1,9mm8.570.09.26 0.019.40 0.08.74 0.09.54 0.019.79 0.09.00 0.09.73 0.020.58 0.019.59 20.090.009.A.3.2Bedding in sand for pipe trench width (TW) 2,4mm10.740.011.60 0.024.51 0.010.95 0.011.95 0.025.00 0.011.28 0.012.19 0.026.00 0.024.54 25.510.009.A.3.2Bedding in sand for pipe trench width (TW) 2,6mm11.720.012.66 0.013.48 0.011.95 0.013.04 0.013.75 0.012.31 0.013.30 0.014.30 0.026.29 27.730.009.A.3.3Bedding in sand for pipe trench width (TW) 2,5m m11.280.012.18 0.012.30 0.011.51 0.012.55 0.012.55 0.011.86 0.012.80 0.013.05 0.025.28 26.460.009.A.4.1Padding for pipe trench width (TW) 1,5mm11.680.012.61 0.013.43 0.011.91 0.012.99 0.013.70 0.012.27 0.013.25 0.014.25 0.027.36 28.780.009.A.4.1Padding for pipe trench width (TW) 1,7mm17.250.018.63 0.019.84 0.017.60 0.019.19 0.020.24 0.018.13 0.019.57 0.021.05 0.031.00 32.130.009.A.4.1Padding for pipe trench width (TW) 3,0mm30.440.032.88 0.035.01 0.031.05 0.033.87 0.035.71 0.031.98 0.034.55 0.037.14 0.054.78 57.510.009.A.4.2Padding for pipe trench width (TW) 1,9mm19.210.020.75 0.022.09 0.019.59 0.021.37 0.022.53 0.020.18 0.021.80 0.023.43 0.034.65 35.820.009.A.4.2Padding for pipe trench width (TW) 2,4mm24.330.026.28 0.027.98 0.024.82 0.027.07 0.028.54 0.025.56 0.027.61 0.029.68 0.043.78 45.950.009.A.4.2Padding for pipe trench width (TW) 2,6mm26.400.028.51 0.030.36 0.026.93 0.029.37 0.030.97 0.027.74 0.029.96 0.032.21 0.047.42 49.990.009.A.4.3Padding for pipe trench width (TW) 2,5m m25.310.027.33 0.029.11 0.025.82 0.028.15 0.029.69 0.026.59 0.028.71 0.030.88 0.045.59 47.250.009.A.5.1Backfilling pipe trench for pipe trench width (TW) 1,5mm7.190.07.77 0.08.27 0.07.33 0.08.00 0.08.44 0.07.55 0.08.16 0.08.78 0.011.00 11.820.009.A.5.1Backfilling pipe trench for pipe trench width (TW) 1,7mm7.880.08.51 0.09.06 0.08.04 0.08.77 0.09.24 0.08.28 0.08.95 0.09.61 0.012.47 13.400.009.A.5.1Backfilling pipe trench for pipe trench width (TW) 3,0mm14.280.015.42 0.016.42 0.014.57 0.015.88 0.016.75 0.015.01 0.016.20 0.017.42 0.022.01 23.230.009.A.5.2Backfilling pipe trench for pipe trench width (TW) 1,9mm9.360.010.11 0.010.76 0.09.55 0.010.41 0.010.98 0.09.84 0.010.62 0.011.42 0.013.94 14.980.009.A.5.2Backfilling pipe trench for pipe trench width (TW) 2,4mm11.820.012.77 0.013.59 0.012.06 0.013.15 0.013.86 0.012.42 0.013.41 0.014.41 0.017.61 18.910.009.A.5.2Backfilling pipe trench for pipe trench width (TW) 2,6mm12.510.013.51 0.014.39 0.012.76 0.013.92 0.014.68 0.013.14 0.014.20 0.015.27 0.019.74 20.510.009.A.5.3Backfilling pipe trench for pipe trench width (TW) 2,5mm13.300.014.36 0.015.30 0.013.57 0.014.79 0.015.61 0.013.98 0.015.09 0.016.23 0.018.34 19.710.009.A.6.1Restoration of top soil for working width 4mm1.080.01.17 0.01.46 0.01.10 0.01.21 0.01.49 0.01.13 0.01.23 0.01.55 0.01.61 1.630.009.A.6.1Restoration of top soil for working width 9mm6.210.06.71 0.03.29 0.06.33 0.06.91 0.03.36 0.06.52 0.07.05 0.03.49 0.03.32 3.450.009.A.6.1Top soil bulking for work width 17mm10.640.011.49 0.012.24 0.010.85 0.011.83 0.012.48 0.011.18 0.012.07 0.012.98 0.022.66 15.330.009.A.6.1Restoration of top soil for working width 15mm3.940.04.26 0.04.53 0.04.02 0.04.39 0.04.62 0.04.14 0.04.48 0.04.80 0.013.10 5.730.009.A.6.3Restoration of top soil for working width 17mm10.340.011.17 0.011.89 0.010.55 0.011.51 0.012.13 0.010.87 0.011.74 0.012.62 0.014.84 15.330.003.14.21River aggregate - sand 0-4 mm;m322.560.024.36 0.025.94 0.023.01 0.025.09 0.026.46 0.023.70 0.025.59 0.027.52 0.016.11 32.230.003.14.29Crushed river aggregate - crushed stone16-31 mm;m330.930.033.40 0.035.57 0.031.55 0.034.40 0.036.28 0.032.50 0.035.09 0.037.73 0.023.64 47.280.003.14.30Ballast 0-70 mm;m322.560.024.36 0.025.94 0.023.01 0.025.09 0.026.46 0.023.70 0.025.59 0.027.52 0.017.85 32.230.003.14.35Crushed lava rock - crushed stone 25-63 mm;m330.930.033.40 0.035.57 0.031.55 0.034.40 0.036.28 0.032.50 0.035.09 0.037.73 0.034.35 44.210.003.14.41Precast concrete slabspcs.11.000.0161.32 0.012.65 0.011.22 0.0166.16 0.012.90 0.011.56 0.0169.48 0.013.42 0.0156.38 157.680.003.A.1Macadam m330.930.033.40 0.035.57 0.031.55 0.034.40 0.036.28 0.032.50 0.035.09 0.037.73 0.042.67 44.330.003.A.2Geomembranem22.660.02.87 0.03.06 0.02.71 0.02.96 0.03.12 0.02.79 0.03.02 0.03.24 0.03.82 3.840.003.A.3PVC Foilm20.250.00.27 0.00.43 0.00.26 0.00.28 0.00.44 0.00.27 0.00.29 0.00.46 0.00.45 0.440.003.A.5Precast pits pcs.100.000.0108.00 0.0115.00 0.0102.00 0.0111.24 0.0117.30 0.0105.06 0.0113.46 0.0121.99 0.01,290.10 1,310.050.003.A.6Disposal pitspcs.100.000.0108.00 0.0115.00 0.0102.00 0.0111.24 0.0117.30 0.0105.06 0.0113.46 0.0121.99 0.01,086.40 1,103.200.003.A.7PVC Pipe 250mmm23.050.024.89 0.026.51 0.023.51 0.025.64 0.027.04 0.024.22 0.026.15 0.028.12 0.032.54 33.050.003.32.5Lorry transport of materials and semi-products, distance=40 km;tonne4.330.04.68 0.04.98 0.04.42 0.04.82 0.05.08 0.04.55 0.04.92 0.05.28 0.07.58 6.210.003.32.8Lorry transport of soil or debris, distance=10 km;tonne1.330.01.44 0.01.53 0.01.36 0.01.48 0.01.56 0.01.40 0.01.51 0.01.62 0.01.90 1.910.003.32.11Lorry transport of soil or debris, distance=40 km;tonne3.350.03.62 0.03.85 0.03.42 0.03.73 0.03.93 0.03.52 0.03.80 0.04.09 0.05.22 5.120.003.32.7Lorry transport of soil or debris, distance=1 km;tonne0.350.00.38 0.40 0.36 0.39 0.41 0.37 0.40 0.43 0.510.00750.00
