The data written below for rebar productivity rate are the average output per hour of the task or activity. The described activity has a recommended list of teams for labor and equipment. Please take note that these are suggested values and for reference only. Each project has a different approach. Factors, wastage and allowances should be considered while doing estimates.
For other civil works productivity rates, please check below the list of items:
– Masonry works and installation man-hours, please see the link: MASONRY WORK PRODUCTIVITY RATE
– Concreting works and installation man-hours, please see the link: CONCRETE WORK PRODUCTIVITY RATE
For other material price list, please check below the list of items:
– Reinforced concrete pipe, please see the link: RCP PIPE PRICE LIST
– Ready mixed concrete, please see the link: RMC PRICE LIST
– Rebar steel price list, please see the link: REBAR PRICE LIST
– I beam price list, please see the link: I-BEAM PRICE LIST
REBAR PRODUCTIVITY RATE
REINFORCING BAR
| ITEM NO. | ACTIVITY / DESCRIPTION | SIZE / DIMENSION | UNIT | TEAM COMPONENTS | AVE. OUTPUT – HOURS / UNIT | |||
|---|---|---|---|---|---|---|---|---|
| LABOR | EQUIPMENT | UNIT | ||||||
| 1 | Beams & Girders | 10 mm to 25 mm | Metric Ton |
0.25 4.00 2.00 0.25 1.00 0.125 0.125 |
Foreman Steelman Laborer / Helper Equipment Operator Power Tools Crane Low Bed Truck |
45.50 | 8.75 | Hrs / Metric Ton |
| 2 | Beams & Girders | 25 mm to 40 mm | Metric Ton | 30.00 | 9.00 | Hrs / Metric Ton | ||
| 3 | Columns | 10 mm to 25 mm | Metric Ton | 42.00 | 12.60 | Hrs / Metric Ton | ||
| 4 | Columns | 25 mm to 40 mm | Metric Ton | 35.00 | 10.50 | Hrs / Metric Ton | ||
| 5 | Spirals | 10 mm to 350mm | Metric Ton | 35.00 | 10.50 | Hrs / Metric Ton | ||
| 6 | Elevated Slabs | 10 mm to 25 mm | Metric Ton | 23.33 | 7.00 | Hrs / Metric Ton | ||
| 7 | Footings | 10 mm to 25 mm | Metric Ton | 30.00 | 9.00 | Hrs / Metric Ton | ||
| 8 | Footings | 25 mm to 40 mm | Metric Ton | 23.33 | 7.00 | Hrs / Metric Ton | ||
| 9 | Slab on Grade | 10 mm to 25 mm | Metric Ton | 26.25 | 7.88 | Hrs / Metric Ton | ||
| 10 | Walls | 10 mm to 25 mm | Metric Ton | 23.33 | 7.00 | Hrs / Metric Ton | ||
| 11 | Walls | 25 mm to 40 mm | Metric Ton | 19.09 | 5.73 | Hrs / Metric Ton | ||
| 12 | Typical in Place | 10 MT (Ave.) | Metric Ton | 38.18 | 11.45 | Hrs / Metric Ton | ||
| 13 | Typical in Place | 45 MT (Ave.) | Metric Ton | 30.00 | 9.00 | Hrs / Metric Ton | ||
HANDLING OF REBAR
| ITEM NO. | ACTIVITY / DESCRIPTION | UNIT | TEAM COMPONENTS | AVE. OUTPUT – HOURS / UNIT | |||
|---|---|---|---|---|---|---|---|
| 14 | Unloading, handling, & sorting steel reinforcement | Metric Ton | 0.25 4.00 2.00 0.50 0.50 0.50 0.50 |
Foreman Steelman Laborer / Helper Equipment Operator Eqpt. Op. Oiler Crane Low Bed Truck |
0.76 | 0.11 | Hr / Metric Ton |
STEEL DOWELS
| ITEM NO. | ACTIVITY / DESCRIPTION | SIZE / DIMENSION | UNIT | TEAM COMPONENTS | AVE. OUTPUT – HOURS / UNIT | |||
|---|---|---|---|---|---|---|---|---|
| 15 | Steel Dowels, 600mm Long | 10 mm | Piece | 0.125 2.00 1.00 |
Foreman Steelman Laborer / Helper |
0.07 | 0.00 | Hr / Piece |
| 16 | Steel Dowels, 600mm Long | 15 mm | Piece | 0.09 | 0.00 | Hr / Piece | ||
| 17 | Dowels, Steel, 600mm Long | 20 mm | Piece | 0.10 | 0.00 | Hr / Piece | ||
| 18 | Steel Dowels, more than 600mm | > 20mm | Kilogram | 0.09 | 0.00 | Hr / Kilogram | ||
| 19 | Smooth dowels, 300mm long | 10 mm | Piece | 0.26 | 0.00 | Hr / Piece | ||
| 20 | Smooth dowels, 300mm long | 16 mm | Piece | 0.31 | 0.00 | Hr / Piece | ||
| 21 | Dowel caps, 125mm long | 20 mm | Piece | 0.34 | 0.00 | Hr / Piece | ||
| 22 | Dowel caps, 125mm long | 32 mm | Piece | 0.04 | 0.00 | Hr / Piece | ||
SPLICING OF REBAR
| ITEM NO. | ACTIVITY / DESCRIPTION | SIZE / DIMENSION | UNIT | TEAM COMPONENTS | AVE. OUTPUT – HOURS / UNIT | |||
|---|---|---|---|---|---|---|---|---|
| 23 | Buttweld column bar splice | 35 mm | Piece | 1.0 4.00 2.00 1.00 |
Foreman Steelman Laborer / Helper Power Tools |
0.84 | 0.24 | Hr / Piece |
| 24 | Column splice clamp, sleeve/wedge | 35 mm | Piece | 0.49 | 0.14 | Hr / Piece | ||
| 25 | Mechanical splice sleeve type | 35 mm | Pc | 1.07 | 0.31 | Hr / Piece | ||
| 26 | Splicing Straight Rebar, mechanical threading | 35 mm | Piece | 0.98 | 0.28 | Hr / Piece | ||
| 27 | Splicing Straight Rebar, mechanical threading | 40 mm | Piece | 1.31 | 0.37 | Hr / Piece | ||
| 28 | Splicing Bent Rebar, mechanical threading | 40 mm | Pc | 1.63 | 0.47 | Hr / Piece | ||
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