Item:Ready Mix Concrete (3000 Psi) Ordinary Design Unit:Cubic Meter
Item:Ready Mix Concrete (3000 Psi) Ordinary Design Unit:Cubic Meter
Item:Ready Mix Concrete (3000 Psi) Ordinary Design Unit:Cubic Meter
A MATERIALS
Ready Mix Concrete (3000 psi/ 28 days/ 3/4/ 3-4 slump) cum
Sub-Total (Materials)
B LABOR
1 Foreman hr
1 Skilled Laborer hr
5 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
3,200.00
342.26
0.00
0.00
3,542.26
354.23
531.34
885.57
4,427.83
4,000.00
427.83
4,427.83
1. Foreman - 550 632.5
2. Asst. Foreman - 500 575
3. Skilled Laborer -450 517.5
4. Laborer - 400 460
5. Painter - 475 546.25
Item :Ready Mix Concrete (2500 psi or 17 MPa) Ordinary Design
Unit :Cubic meter
Output Manhour: 1.26
A MATERIALS
Ready Mix Concrete (2500 psi/ 28 days/ G-1/ 3-4 slump) cum
Sub-Total (Materials)
B LABOR
1 Foreman hr
1 Skilled Laborer hr
5 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
2,700.00
342.26
0.00
0.00
3,042.26
304.23
456.34
760.57
3,802.83
3,375.00
427.83
3,802.83
1 Psi = 0.00689475729 Megapascal
145.03774 Psi = 1 Megapascal
A MATERIALS
Ready Mix Concrete (3000 psi/ 28 days/ G-1/ 3-4 slump) cum
Sub-Total (Materials)
B LABOR
1 Foreman hr
1 Skilled Laborer hr
5 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
2,950.00
342.26
0.00
0.00
3,292.26
329.23
493.84
823.07
4,115.33
3,687.50
427.83
4,115.33
1 Psi = 0.00689475729 Megapascal
145.03774 Psi = 1 Megapascal
A MATERIALS
Ready Mix Concrete (4000 psi/ 28 days/ G-1/ 3-4 slump) cum
Sub-Total (Materials)
B LABOR
1 Foreman hr
1 Skilled Laborer hr
5 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
3,600.00
342.26
0.00
0.00
3,942.26
394.23
591.34
985.57
4,927.83
4,500.00
427.83
4,927.83
Item : Reinforcement Dia :
Unit : kg Price / pc:
Output Manhour: 11.00
A MATERIALS
:10mm dia RSB grade 60 - 6.0m length kg
Sub-Total (Materials)
B LABOR
1 Skilled Laborer hr
1 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
10 mm
138.00
0.6165
Qty Unit Cost Amount
37.31
11.11
0.00
0.00
48.41
4.84
7.26
12.10
60.52
46.63
13.88
60.52
Item : Reinforcement Dia :
Unit : kg Price / pc:
Output Manhour: 11.00
A MATERIALS
:10mm dia RSB grade 60 - 6.0m length kg
Sub-Total (Materials)
B LABOR
1 Skilled Laborer hr
1 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
12 mm
198.00
0.8878
Qty Unit Cost Amount
37.17
11.11
0.00
0.00
48.28
4.83
7.24
12.07
60.35
46.46
13.88
60.35
Item : Reinforcement Dia :
Unit : kg Price / pc:
Output Manhour: 11.00
A MATERIALS
:10mm dia RSB grade 60 - 6.0m length kg
Sub-Total (Materials)
B LABOR
1 Skilled Laborer hr
1 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
16 mm
345.00
1.5783
Qty Unit Cost Amount
36.43
11.11
0.00
0.00
47.54
4.75
7.13
11.88
59.42
45.54
13.88
59.42
Item : Reinforcement Dia :
Unit : kg Price / pc:
Output Manhour: 11.00
A MATERIALS
:10mm dia RSB grade 60 - 6.0m length kg
Sub-Total (Materials)
B LABOR
1 Skilled Laborer hr
1 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
20 mm
536.00
2.4662
Qty Unit Cost Amount
36.22
11.11
0.00
0.00
47.33
4.73
7.10
11.83
59.16
45.28
13.88
59.16
Item : Formworks (without Scaffolds)
Unit :sqm
Output Manhour: 4.00
A MATERIALS
Form Lumber (2" x 2" x 10") bd.ft.
Ordinary Plywood 1/2" thk. sheet
C.W. Nail kg
Form Oil (Bunker Oil) li
Miscellaneous 5%
Sub-Total (Materials)
B LABOR
1 Foreman hr
2 Skilled Laborer hr
2 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
308.09
80.86
0.00
0.00
388.95
38.89
58.34
97.24
486.18
385.11
101.07
486.18
Item : Cabinet Divider
Unit :sqm
Output Manhour: 24.00
A MATERIALS
18mm thk Marine Plywood pcs
Paint sqm
Nails kg
Miscellaneous 5%
Sub-Total (Materials)
B LABOR
1 Foreman hr
1 Skilled Laborer hr
1 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
1,269.00
13,959.00
3,220.00
0.00
0.00
17,179.00
1,717.90
3,435.80
5,153.70
22,332.70
18,146.70
4,186.00
22,332.70
2 2.8
7 7
8 2
11.8
4.097222
Item : Kitchen Counter with concrete pedestal
Unit :sqm
Output Manhour: 48.00
A MATERIALS
granite tiles pcs
grout bag
cement bag
sand bag
Miscellaneous 5%
Sub-Total (Materials)
B LABOR
1 Foreman hr
1 Skilled Laborer hr
1 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
2,893.00
1,610.00
0.00
0.00
4,503.00
450.30
900.60
1,350.90
5,853.90
3,760.90
2,093.00
5,853.90
3 1.44
3 0.72
1 0.24
2.4
0.833333
Item : Hanging Shelf
Unit :sqm
Output Manhour: 48.00
A MATERIALS
18mm thk Marine Plywood pcs
Ducco Paint sqm
Nails kg
Miscellaneous 5%
Sub-Total (Materials)
B LABOR
1 Foreman hr
1 Skilled Laborer hr
1 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
152.50
3,202.50
1,207.50
0.00
0.00
4,410.00
441.00
882.00
1,323.00
5,733.00
4,163.25
1,569.75
5,733.00
3 1.44
3 0.72
1 0.24
2.4
0.833333
Item : Cabinet Divider
Unit :sqm
Output Manhour: 24.00
A MATERIALS
18mm thk Marine Plywood pcs
Ducco Paint sqm
Nails kg
Miscellaneous 5%
Sub-Total (Materials)
B LABOR
1 Foreman hr
1 Skilled Laborer hr
1 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
1,505.00
16,555.00
3,220.00
0.00
0.00
19,775.00
1,977.50
3,955.00
5,932.50
25,707.50
21,521.50
4,186.00
25,707.50
0.5 2 2.8
0.5 7 7
0.5 8 2
11.8
4.097222
Item : Formworks & Scaffolds for Column
Unit :sqm
Output Manhour: 3.00
A MATERIALS
Form Lumber (2" x 2" x 10") bd.ft.
Ordinary Plywood 1/2" thk. sheet
C.W. Nail kg
Form Oil (Bunker Oil) li
Scaffolds lot
Sub-Total (Materials)
B LABOR
1 Foreman hr
2 Skilled Laborer hr
2 Laborer hr
Or percentage (%)
Sub-Total (Labor)
C EQUIPMENT
Sub-Total (Equipment)
107.81
0.00
0.00
509.23
50.92
76.38
127.31
636.54
501.77
134.77
636.54
YIELD MAN HOURS FOR REINFORCED CONCRETE AT CONSTRUCTION WORK
To make a quick estimate of the man hours needed for the execution of works of Reinforced Concrete, we must ad
the following times
If the form-work should be made whenever a structure is built, it would have an output of 0.35 m2 of form-work per
hour will call "C" .. then dividing the value "A" to "B" or " C "as appropriate and so we get the time of form work
Example
If we build a reinforced concrete wall with a height of a 1metro and a thickness of 0.20 m, with an amount of 90 kg o
iron per m3 of concrete, the number of hours that would require for this work, would be the next
In this value you must add the variable time accord with the type of work(item 4)