Rebar Productivity Rate

Post author:info.projectestimate
Post published:July 5, 2020
Post category:MAN-HOUR

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	Hr / Piece
16	Steel Dowels, 600mm Long	15 mm	Piece			0.09	Hr / Piece
17	Dowels, Steel, 600mm Long	20 mm	Piece			0.10	Hr / Piece
18	Steel Dowels, more than 600mm	> 20mm	Kilogram			0.09	Hr / Kilogram
19	Smooth dowels, 300mm long	10 mm	Piece			0.26	Hr / Piece
20	Smooth dowels, 300mm long	16 mm	Piece			0.31	Hr / Piece
21	Dowel caps, 125mm long	20 mm	Piece			0.34	Hr / Piece
22	Dowel caps, 125mm long	32 mm	Piece			0.04	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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