Productivity rates are essential in estimating labor time and planning project schedules. In concrete works, knowing how fast certain tasks can be completed helps you create accurate timelines, manpower plans, and cost estimates. Therefore, this guide provides a helpful reference for the standard productivity rates used in concrete-related construction activities in the Philippines.
What is a Productivity Rate?
To begin with, a productivity rate refers to the amount of work completed by a worker or a crew in a specific period of time—usually measured in square meters, cubic meters, or linear meters per day.
For example, if a team can pour 15 cubic meters of concrete in one day, then the productivity rate is 15 cu.m/day. In addition, these values are used when preparing work schedules, construction methods, and labor cost estimates.
Why Productivity Rates Matter
Accurate productivity data allows engineers, estimators, and contractors to:
- Plan workforce requirements more effectively
- Forecast project durations with greater accuracy
- Prevent scheduling delays and manpower shortages
- Estimate labor costs based on work volume
On the other hand, failing to consider realistic productivity rates may lead to project delays, budget overruns, or underperformance during execution.
Factors Affecting Productivity
Several factors influence actual productivity on-site. Therefore, it is important to adjust productivity rates based on:
- Weather conditions (e.g. rain, heat, or humidity)
- Worker skill level
- Availability of tools and equipment
- Site accessibility and terrain
- Crew size and management efficiency
Moreover, urban projects with tight access or height restrictions may result in lower productivity, whereas open rural sites may allow faster work.
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
– Rebar installation man-hours, please see the link: REBAR 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
CONCRETE WORK PRODUCTIVITY RATE
Below is a reference table of typical productivity rates for common concrete works. These are baseline figures based on ideal working conditions and may vary slightly depending on project-specific factors.
BASE
| ITEM NO. | ACTIVITY / DESCRIPTION | SIZE / DIMENSION | REMARKS | UNIT | TEAM COMPONENTS | AVE. OUTPUT – HOURS / UNIT | |||
|---|---|---|---|---|---|---|---|---|---|
| LABOR | EQUIPMENT | UNIT | |||||||
| 1 | Base, granolithic | 25 mm x 127mm | Incld. forms & rebar | Linear Meters | 0.125 2.000 1.000 1.000 1.000 2.000 | Foreman Mason Carpenter Steelman Laborer Finishing Eqpt | 0.57 | 0.22 | Hr / Linear Meters |
| 2 | Base, granolithic | 25 mm x 127mm (High cove) | Incld. forms & rebar | Linear Meters | 0.77 | 0.30 | Hr / Linear Meters | ||
BEAMS
| ITEM NO. | ACTIVITY / DESCRIPTION | SIZE / DIMENSION | REMARKS | UNIT | TEAM COMPONENTS | AVE. OUTPUT – HOURS / UNIT | |||
|---|---|---|---|---|---|---|---|---|---|
| LABOR | EQUIPMENT | UNIT | |||||||
| 1 | Beams, 745 kg/m | 3.0 m span | Incld. forms & rebar | Cubic Meters | 1.000 10.00 4.000 0.125 0.500 | Foreman Carpenter &Steelman Mason Laborer Equip. Opt. Concrete Vibrator Concrete Pump & Trans Mixer Crane Truck Power Tools | 27.30 | 8.61 | Hr / Cubic Meters |
| 2 | Beams, 745 kg/m | 7.5 m span | Incld. forms & rebar | Cubic Meters | 22.02 | 6.94 | Hr / Cubic Meters | ||
COLUMNS
| ITEM NO. | ACTIVITY / DESCRIPTION | SIZE / DIMENSION | REMARKS | UNIT | TEAM COMPONENTS | AVE. OUTPUT – HOURS / UNIT | |||
|---|---|---|---|---|---|---|---|---|---|
| LABOR | EQUIPMENT | UNIT | |||||||
| 1 | Square Columns, @ 4.2 m high | 300mm x 300mm (max) | Incld. forms & rebar | Cubic Meters | 1.000 10.00 4.000 0.125
0.500 | Foreman Carpenter &Steelman Mason Laborer Equipt. Opt. Concrete Vibrator Concrete Pump & Trans Mixer Crane Truck Power Tools | 50.56 | 15.94 | Hr / Cubic Meters |
| 2 | Square Columns, @ 4.2 m high | 600mm x 600mm (max) | Incld. forms & rebar | Cubic Meters | 29.67 | 9.36 | Hr / Cubic Meters | ||
| 3 | Square Columns, @ 4.2 m high | 900mm x 900mm (max) | Incld. forms & rebar | Cubic Meters | 23.14 | 7.30 | Hr / Cubic Meters | ||
| 4 | Rectangular Columns, @ 4.2 m high | 300mm x 1600mm (max) | Incld. forms & rebar | Cubic Meters | 30.33 | 9.57 | Hr / Cubic Meters | ||
| 5 | Round Columns, Tied, @ 4.2 m high | 300mm Diameter | Incld. forms & rebar | Cubic Meters | 1.000 9.000 5.000 0.125 0.500 | Foreman Carpenter &Steelman Laborer Mason Equip. Opt. Concrete Vibrator Concrete Pump & Trans Mixer Crane Truck Power Tools | 34.13 | 6.56 | Hr / Cubic Meters |
| 6 | Round Columns, Tied, @ 4.2 m high | 600mm Diameter | Incld. forms & rebar | Cubic Meters | 22.75 | 4.38 | Hr / Cubic Meters | ||
| 7 | Round Columns, Tied, @ 4.2 m high | 900mm Diameter | Incld. forms & rebar | Cubic Meters | 16.65 | 3.20 | Hr / Cubic Meters | ||
| 8 | Max Rebar, Round Columns, Tied, @ 4.2 m high | 900mm Diameter | Incld. forms & rebar | Cubic Meters | 28.44 | 5.47 | Hr / Cubic Meters | ||
ELEVATED SLABS
| ITEM NO. | ACTIVITY / DESCRIPTION | SIZE / DIMENSION | REMARKS | UNIT | TEAM COMPONENTS | AVE. OUTPUT – HOURS / UNIT | |||
|---|---|---|---|---|---|---|---|---|---|
| LABOR | EQUIPMENT | UNIT | |||||||
| 1 | Elevated Flat Slabs, Suspended, @ 600kg/m2 | 6.0m Span | Incld. forms, rebar, & finish | Cubic Meters | 1.000 10.00 4.000 0.375 0.125
0.500 | Foreman Carpenter &Steelman Mason Laborer Equipt. Opt. Concrete Vibrator Concrete Pump & Trans Mixer Crane Truck Power Tools | 9.29 | 2.93 | Hr / Cubic Meters |
| 2 | Elevated Flat Slabs, Suspended, @ 600kg/m2 | 8.4m Span | Incld. forms, rebar, & finish | Cubic Meters | 6.83 | 2.15 | Hr / Cubic Meters | ||
| 3 | Elevated Flat Slabs, Suspended, @ 600kg/m2 | 4.6m Span | Incld. forms, rebar, & finish | Cubic Meters | 9.10 | 2.87 | Hr / Cubic Meters | ||
| 4 | Elevated Flat Slabs, Suspended, @ 600kg/m2 | 7.4m Span | Incld. forms, rebar, & finish | Cubic Meters | 7.58 | 2.39 | Hr / Cubic Meters | ||
| 5 | Elevated Waffle Slabs, Suspended, @ 600 kg/m2 | 6.0m Span | Incld. forms, rebar, & finish | Cubic Meters | 1.000 10.00 4.000 0.375 0.125
0.500 | Foreman Carpenter &Steelman Mason Laborer Equip. Opt. Concrete Vibrator Concrete Pump & Trans Mixer Crane Truck Power Tools | 11.38 | 3.59 | Hr / Cubic Meters |
| 6 | Elevated Waffle Slabs, Suspended, @ 600 kg/m2 | 9.2m Span | Incld. forms, rebar, & finish | Cubic Meters | 9.10 | 2.87 | Hr / Cubic Meters | ||
| 7 | Elevated Joist Slab, Suspended, @ 600 kg/m2 | 4.6m Span , 762 Pans | Incld. forms, rebar, & finish | Cubic Meters | 11.57 | 3.65 | Hr / Cubic Meters | ||
| 8 | Elevated Joist Slab, Suspended, @ 600 kg/m2 | 7.2m Span, 762 Pans | Incld. forms, rebar, & finish | Cubic Meters | 9.48 | 2.99 | Hr / Cubic Meters | ||
| 9 | Elevated one way beam, Suspended, @ 600 kg/m2 | 7.6m Span | Incld. forms, rebar, & finish | Cubic Meters | 14.37 | 4.53 | Hr / Cubic Meters | ||
| 10 | Elevated two way beam, Suspended, @ 600 kg/m2 | 7.6m Span | Incld. forms, rebar, & finish | Cubic Meters | 12.47 | 3.93 | Hr / Cubic Meters | ||
| 11 | Elevated slabs (concreting & finish only) | 150mm Thick | Incld. forms, rebar, & finish | Square Meters | 0.5 6.00 2.00 2.00 1.00 1.00 2.00 2.00 | Foreman Laborer Mason Carpenter Equip. Opt. Concrete Pump Concrete Vibrator Finishing Eqpt | 0.22 | 0.10 | Hr / Square Meters |
| 12 | Elevated slabs (concreting & finish only) | 64 mm Thick Floor | Incld. forms, rebar, & finish | Square Meters | 0.22 | 0.10 | Hr / Square Meters | ||
FOUNDATION
| ITEM NO. | ACTIVITY / DESCRIPTION | SIZE / DIMENSION | REMARKS | UNIT | TEAM COMPONENTS | AVE. OUTPUT – HOURS / UNIT | |||
|---|---|---|---|---|---|---|---|---|---|
| LABOR | EQUIPMENT | UNIT | |||||||
| 1 | Spread Footings | ≤ 0.75m3 | Incld. forms, rebar, & finish | Cubic Meters | 1.000 5.000 4.000 0.125 0.250 | Foreman Carpenter &Steelman Laborer Mason Equip. Opt. Concrete Vibrator Concrete Pump Crane Truck Power Tools | 5.88 | 1.61 | Hr / Cubic Meters |
| 2 | Spread Footings | ≥ 4.0m3 | Incld. forms & rebar | Cubic Meters | 4.90 | 1.34 | Hr / Cubic Meters | ||
| 3 | Mat Foundation | ≥ 1000m3 | Incld. forms & rebar | Cubic Meters | 0.500 7.000 0.250 0.250 0.250 2.000 | Foreman Carpenter &Steelman Mason Laborer Equip. Opt. Concrete Vibrator Crane Truck Concrete Pump Power Tools | 4.20 | 0.99 | Hr / Cubic Meters |
| 4 | Mat Foundation | ≥ 25 m3 to ≤ 500m3 | Incld. forms & rebar | Cubic Meters | 5.15 | 1.21 | Hr / Cubic Meters | ||
| 5 | Mat Foundation | ≤ 25m3 | Incld. forms & rebar | Cubic Meters | 5.72 | 1.34 | Hr / Cubic Meters | ||
WALLS
| ITEM NO. | ACTIVITY / DESCRIPTION | SIZE / DIMENSION | REMARKS | UNIT | TEAM COMPONENTS | AVE. OUTPUT – HOURS / UNIT | |||
|---|---|---|---|---|---|---|---|---|---|
| LABOR | EQUIPMENT | UNIT | |||||||
| 1 | Grade Walls,@ 2.4m High | 200mm thick | Incld. forms & rebar | Cubic Meters | 0.500 10.00 0.250 0.125 0.625 | Foreman Carpenter &Steelman Mason Laborer Equip. Opt. Concrete Vibrator Concrete Pump & Trans Mixer Crane Truck Power Tools | 16.17 | 4.95 | Hr / Cubic Meters |
| 2 | Grade Walls,@ 4.2m High | 200mm thick | Incld. forms & rebar | Cubic Meters | 20.10 | 6.15 | Hr / Cubic Meters | ||
| 3 | Grade Walls,@ 4.2m High | 300mm thick | Incld. forms & rebar | Cubic Meters | 14.07 | 4.31 | Hr / Cubic Meters | ||
| 4 | Grade Walls,@ 3.6m High | 400mm thick | Incld. forms & rebar | Cubic Meters | 9.38 | 2.87 | Hr / Cubic Meters | ||
| 5 | Grade Walls,@ 5.5m High | 400mm thick | Incld. forms & rebar | Cubic Meters | 13.53 | 4.14 | Hr / Cubic Meters | ||
OTHER WORKS
| ITEM NO. | ACTIVITY / DESCRIPTION | SIZE / DIMENSION | REMARKS | UNIT | TEAM COMPONENTS | AVE. OUTPUT – HOURS / UNIT | |||
|---|---|---|---|---|---|---|---|---|---|
| LABOR | EQUIPMENT | UNIT | |||||||
| 1 | Handicap Ramp, 1.5m Wide | 1.50 m Wide | Incld. forms, rebar, & finish | Cubic Meters | 9.70 | 2.97 | Hr / Cubic Meters | ||
| 2 | Roof Deck, screed finish | Not incld. forms & rebar | Cubic Meters | 1.19 | 0.98 | Hr / Cubic Meters | |||
| 3 | Pile Caps, square / rectangular | ≥ 07.5m3 | Incld. forms & rebar | Cubic Meters | 1.000 5.000 0.250 0.250 2.000 | Foreman Carpenter &Steelman Mason Laborer Equip. Opt. Concrete Vibrator Crane Truck Concrete Pump Power Tools | 4.20 | 1.15 | Hr / Cubic Meters |
| 4 | Pile Caps, triangualar / hexagonal | ≥ 0.75m3 | Incld. forms & rebar | Cubic Meters | 4.30 | 1.18 | Hr / Cubic Meters | ||
| 5 | Retaining walls, gravity, @ 1.2m high | 200mm(top) / 600mm (btm) | Incld. forms & rebar | Cubic Meters | 1.000 9.000 0.500 5.000 0.500 0.375 0.375 0.500 | Foreman Carpenter Mason Laborer Equip. Opt. Concrete Vibrator Concrete Pump Crane Power Tools | 8.67 | 2.85 | Hr / Cubic Meters |
| 6 | Retaining walls, retaining, @ 2.4m high | 300mm(top) / 600mm (btm) | Incld. forms, rebar, & footing | Cubic Meters | 0.500 10.00 0.250 0.125 0.625 | Foreman Carpenter &Steelman Mason Laborer Equip. Opt. Concrete Vibrator Concrete Pump & Trans Mixer Crane Truck Power Tools | 9.38 | 2.87 | Hr / Cubic Meters |
| 7 | Stairs | 300mm wide | Incld. forms, rebar, & finish | Cubic Meters | 1.000 8.000 0.250 0.125 4.000 0.125 0.125 0.125 0.375 0.125 | Foreman Carpenter Steelman Mason Laborer Equip. Opt. Concrete Vibrator Concrete Pump Crane Truck Finishing Equipment Power Tools | 102.16 | 36.89 | Hr / Cubic Meters |
| 8 | Stairs Landing | Incld. forms, rebar, & finish | Cubic Meters | 1.000 10.00 0.125 0.125 0.500 | Foreman Carpenter &Steelman Mason Laborer Equip. Opt. Concrete Vibrator Concrete Pump & Trans Mixer Crane Truck Power Tools | 12.76 | 4.02 | Hr / Cubic Meters | |
This table is especially useful for quantity surveyors, engineers, and site managers during the planning and bidding phases of a project.
How to Use Productivity Rates in Estimating
Let’s walk through a simple example. Suppose you’re planning to pour 30 cubic meters of concrete, and your productivity rate is 10 cu.m per day.
Total quantity ÷ Productivity rate = Duration
30 cu.m ÷ 10 cu.m/day = 3 days of work
Similarly, if your labor cost per day is ₱6,000 for the crew, then:
3 days × ₱6,000/day = ₱18,000 labor cost for concrete pouring
In addition, you can apply this method to formworks, reinforcement installation, curing, and other concrete-related tasks.
Tips for Improving On-Site Productivity
To achieve or even exceed your target productivity, consider these best practices:
- Assign experienced workers to key tasks
- Ensure equipment is well-maintained and available
- Plan concrete deliveries and mixing schedules in advance
- Train workers on proper techniques and safety protocols
- Monitor progress daily and adjust plans as needed
Furthermore, consistent supervision and clear work sequencing can significantly enhance efficiency and reduce downtime.
Conclusion
In summary, productivity rates are a vital part of construction planning. By using standard benchmarks for concrete work, you can develop more accurate estimates, better schedules, and well-managed labor resources.
Therefore, whether you’re a contractor, estimator, or project manager, understanding and applying productivity data is key to successful project delivery.
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