Page 56 - 2018 National Home Improvement
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2018 National Home Improvement Estimator, All Rights Reserved                                    Page 41



            Shaping embankment slopes
              Up to 1-in-4 slope                            BL@.060   SY         --      1.96       1.96
              Over 1-in-4 slope                             BL@.075   SY         --      2.45       2.45
              Add for top crown or toe                              --  %        --      50.0         --
              Add for swales                                        --  %        --      90.0         --
            Spreading material piled on site
              Average soil                                  BL@.367   CY         --    11.97      11.97
              Stone or clay                                 BL@.468   CY         --    15.27      15.27
            Strip and pile top soil                         BL@.024   SF         --      0.78       0.78
            Tamping, hand tamp only                         BL@.612   CY         --    19.96      19.96
            Trenches to 5', soil piled beside trench
              Light soil                                    BL@1.13   CY         --    36.86      36.86
              Average soil                                  BL@1.84   CY         --    60.02      60.02
              Heavy soil or loose rock                      BL@2.86   CY         --    93.29      93.29
              Add for depth over 5' to 9'                   BL@.250   CY         --      8.16       8.16

            Trenching and backfill with power equipment. Using a 55 HP wheel loader with integral backhoe to
            excavate utility line trenches and continuous footings where soil is piled adjacent to the trench. Linear
            feet (LF) and cubic yards (CY) per hour shown are based on a 2-man crew. Reduce productivity by 10 to
            25 percent when soil is loaded in trucks. Shoring, dewatering and unusual conditions will increase these
            costs. Add the cost of equipment rental.
            12" wide bucket, for 12" wide trench. Depths 3' to 5'
              Light soil (60 LF per hour)                   B8@.033   LF         --      1.30       1.30
              Medium soil (55 LF per hour)                  B8@.036   LF         --      1.41       1.41
              Heavy or wet soil (35 LF per hour)            B8@.057   LF         --      2.24       2.24
            18" wide bucket, for 18" wide trench. Depths 3' to 5'
              Light soil (55 LF per hour)                   B8@.036   LF         --      1.41       1.41
              Medium soil (50 LF per hour)                  B8@.040   LF         --      1.57       1.57
              Heavy or wet soil (30 LF per hour)            B8@.067   LF         --      2.63       2.63
            24" wide bucket, for 24" wide trench. Depths 3' to 5'
              Light soil (50 LF per hour)                   B8@.040   LF         --      1.57       1.57
              Medium soil (45 LF per hour)                  B8@.044   LF         --      1.73       1.73
              Heavy or wet soil (25 LF per hour)            B8@.080   LF         --      3.14       3.14

            Soil compaction. Add the cost of equipment rental.
            Compaction of soil in trenches in 8" layers.
            Pneumatic tampers
              (40 CY per hour)                              BL@.050   CY         --      1.63       1.63
            Vibrating rammers, gasoline powered “Jumping Jack”
              (20 CY per hour)                              BL@.100   CY         --      3.26       3.26
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