in house estimate

6
Duration Day Labor Cost (days) (from start) (per day) Leadman 1 2 1 350.00 700.00 Mason/Carpenter 1 2 350.00 700.00 Labor 2 2 2 250.00 1000.00 Total 2400.00 Foundation Footing -----Excavation then backfill 1 3.83 m 3 Leadman 1 2 3 350.00 700.00 1 3.33 m 3 Labor 8 2 4 250.00 4000.00 2 3.40 m 3 1 2.45 m 3 TOTAL 13.01 m 3 Total 4700.00 -----Rebars Footing 110.00 kg Leadman 1 4 5 350.00 1400.00 Mason/Carpenter 1 4 350.00 1400.00 Labor 2 4 8 250.00 2000.00 -----Rebars Column Total 4800.00 -----Concreting 1 0.68 m 3 Leadman 1 1 9 350.00 350.00 Amount THREE-SIDES HANAYA STRUCTURAL PROGRAM OF WORKS FOR LABOR ONLY CONTRACT IN-HOUSE ESTIMATE ACTIVITIES Description 16mm dia (305 kg) rebars column reinforcement with 12mm dia (21 kg) rebars column reinforcement with 10mm dia (13 kg) II. Civil Structural Works Manpower No. Quantity I. Mobilization, Site Layout 12mm dia rebars footing

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in house estimate for hanaya model

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Page 1: In House Estimate

Duration Day Labor Cost

(days) (from start) (per day)

Leadman 1 2 1 350.00 700.00

Mason/Carpenter 1 2 350.00 700.00

Labor 2 2 2 250.00 1000.00

Total 2400.00

Foundation

Footing

-----Excavation then backfill 1 3.83 m3 Leadman 1 2 3 350.00 700.00

1 3.33 m3 Labor 8 2 4 250.00 4000.00

2 3.40 m3

1 2.45 m3

TOTAL 13.01 m3 Total 4700.00

-----Rebars Footing 110.00 kg Leadman 1 4 5 350.00 1400.00

Mason/Carpenter 1 4 350.00 1400.00

Labor 2 4 8 250.00 2000.00

-----Rebars Column

Total 4800.00

-----Concreting 1 0.68 m3 Leadman 1 1 9 350.00 350.00

Amount

THREE-SIDES HANAYA STRUCTURAL

PROGRAM OF WORKS FOR LABOR ONLY CONTRACT

IN-HOUSE ESTIMATE

ACTIVITIES Description

16mm dia (305 kg)

rebars column

reinforcement with 12mm dia (21 kg) rebars

column reinforcement

with 10mm dia (13 kg)

II. Civil Structural Works

ManpowerNo. Quantity

I. Mobilization, Site Layout

12mm

dia

rebars

footing

Page 2: In House Estimate

1 0.59 m3 Mason/Carpenter 1 1 350.00 350.00

2 0.60 m3 Labor 6 1 9 250.00 1500.00

1 0.43 m3

TOTAL 2.30 m3

Total 2200.00

Structural

Frame

Tie Beam

-----Excavation then backfill 2 1.80 m3 Leadman 1 3 10 350.00 1050.00

1 0.72 m3 Mason/Carpenter 1 3 350.00 1050.00

TOTAL 2.52 m3 Labor 3 3 12 250.00 2250.00

-----Rebars

Total 4350.00

-----Concreting 2 0.60 m3 Leadman 1 1 13 350.00 350.00

1 0.24 m3 Mason/Carpenter 1 1 350.00 350.00

TOTAL 0.84 m3 Labor 6 1 13 250.00 1500.00

Total 2200.00

Column Ground Floor

-----Formworks 2 9.60 m2 Leadman 1 3 14 350.00 1050.00

2 8.00 m2 Mason/Carpenter 1 3 350.00 1050.00

1 3.20 m2 Labor 2 3 16 250.00 1500.00

TOTAL 20.80 m2

Total 3600.00

-----Concreting 2 0.70 m3 Leadman 1 1 17 350.00 350.00

2 0.50 m3 Mason/Carpenter 1 1 350.00 350.00

1 0.16 m3 Labor 8 1 17 250.00 2000.00

1 0.08 m3

TOTAL 1.44 m3

Total 2700.00

Grade Slab

-----Subgrade CHB 150 pcs Leadman 1 2 18 350.00 700.00

12mm dia (182 kg) and

10mm (37 kg) dia rebar

for tie beam

reinforcement with

Page 3: In House Estimate

-----Backfill&Compaction 1 12.00 m3 Mason/Carpenter 1 2 350.00 700.00

Labor 6 2 19 250.00 3000.00

Total 4400.00

-----Rebars 110.00 kg Leadman 1 1 20 350.00 350.00

Mason/Carpenter 1 1 350.00 350.00

Labor 1 1 20 250.00 250.00

Total 950.00

-----Concreting 1 3.00 m3 Leadman 1 1 21 350.00 350.00

Mason/Carpenter 1 1 350.00 350.00

Labor 6 1 21 250.00 1500.00

Total 2200.00

Beam&Slab with Stairs

-----Formworks & Staging 23.00 m2 Leadman 1 4 22 350.00 1400.00

4.00 m2 Mason/Carpenter 1 4 350.00 1400.00

TOTAL 27.00 m2 Labor 4 4 25 250.00 4000.00

Total 6800.00

-----Rebars Leadman 1 5 26 350.00 1750.00

Mason/Carpenter 2 5 350.00 3500.00

Labor 4 5 30 250.00 5000.00

Total 10250.00

-----Concreting 2.30 m3 Leadman 1 1 31 350.00 350.00

2.20 m3 Mason/Carpenter 2 1 350.00 700.00

1.20 m3 Labor 8 1 31 250.00 2000.00

TOTAL 5.70 m3

Total 3050.00

Column Second Floor

-----Formworks 2 9.60 m2 Leadman 1 2 32 350.00 700.00

2 8.00 m2 Mason/Carpenter 1 2 350.00 700.00

1 3.20 m2 Labor 2 2 33 250.00 1000.00

Total 2400.00

-----Rebars Leadman 1 2 34 350.00 700.00

Mason/Carpenter 1 2 350.00 700.00

Labor 2 2 35 250.00 1000.00

16mm dia (428 kg)

rebars for beam and

stair reinforcement with

10mm dia (132 kg)

stirrups and 12mm dia

16mm dia (102 kg)

rebars column

reinforcement with

10mm dia (42 kg) ties

10mm

dia rebar

reinforce

ment @

Page 4: In House Estimate

Total 2400.00

-----Concreting 2 0.70 m3 Leadman 1 1 36 350.00 350.00

2 0.50 m3 Mason/Carpenter 1 1 350.00 350.00

1 0.16 m3 Labor 8 1 36 250.00 2000.00

1 0.08 m3

Total 2700.00

Roof Beam

-----Formworks & Staging 1 21.60 m2 Leadman 1 3 36 350.00 1050.00

Mason/Carpenter 1 3 350.00 1050.00

Labor 2 3 38 250.00 1500.00

Total 3600.00

-----Rebars Leadman 1 2 39 350.00 700.00

Mason/Carpenter 1 2 350.00 700.00

Labor 2 2 40 250.00 1000.00

Total 2400.00

-----Concreting 1 1.62 m3 Leadman 1 1 41 350.00 350.00

Mason/Carpenter 1 1 350.00 350.00

Labor 6 1 41 250.00 1500.00

Total 2200.00

Septic Tank

-----Excavation 1 6.00 m3

-----Rebars 62.00 kg Mason/Carpenter 1 4 16 350.00 1400.00

-----CHB 150.00 pcs Labor 2 4 19 250.00 2000.00

-----Concreting 0.70 m3

Total 3400.00

Water Supply -----Rough-ins 18.00 lm

Mason/Carpenter 1 4 21 350.00 1400.00

Sewer & Drainage Lines -----Rough-ins 32.00 lm Labor 1 4 24 250.00 1000.00

Total 2400.00

IV. CHB and Plastering with

Smooth Rendering

12mm dia (21 kg) rebars

column reinforcement

with 10mm dia (13 kg)

16mm dia (128kg) and

12mm dia (55kg) beam

rebar with 10mm dia

III. Plumbing

10mm dia rebar for slab and CHB reinforcement

Page 5: In House Estimate

Laying of CHB -----Laying of Ground Floor CHB Leadman 1 8 42 350.00 2800.00

-----Laying of Second Floor CHB Mason/Carpenter 1 8 350.00 2800.00

Labor 3 8 49 250.00 6000.00

Door Jamb Installation Wooden Door Jamb 4 pcs

PVC Jamb 1 pc

Total 11600.00

Canopy -----Formworks & Staging Leadman 1 4 50 350.00 1400.00

-----Rebars Mason/Carpenter 1 4 350.00 1400.00

-----Concreting Labor 3 4 53 250.00 3000.00

Total 5800.00

Interior Wall Rendering

Ground Floor Toilet 1 14.50 m2 Leadman 1 12 54 350.00 4200.00

Kitchen & Living 1 47.25 m2 Mason 3 12 350.00 12600.00

Slab Soffit 20.00 m2 Labor 5 12 65 250.00 15000.00

m2

Second Floor Bedroom2 1 24.38 m2

Bedroom1 1 27.75 m2

Staircase 1 26.00 m2

Ceiling 30.00 m2

Exterior Wall Rendering

Ground Floor Parking / Entrance /Trellis 1 26.83 m2

Laundry 1 35.25 m2

Second Floor Front 1 19.25 m2

Rear 1 31.20 m2

Total 31800.00

V. Ceramic Works

Ground Floor Floor Tiles 60x60 13.50 m2 Leadman 1 10 66 350.00 3500.00

Kitchen 2.00 m2 Mason 1 10 350.00 3500.00

BathroomFloor Tiles 40x40 3.50 m2 Labor 2 10 75 250.00 5000.00

Wall Tiles 40x40 9.00 m2

Second Floor Floor Tiles 40x40 18.00 m2

StairsFloor Tiles 40x40 7.00 m2

Total 12000.00

1550 pcs

Page 6: In House Estimate

Interior

Ground Floor Toilet 1 14.50 m2 Leadman 1 15 70 350.00 5250.00

Kitchen & Living 1 47.25 m2 Painter 2 15 350.00 10500.00

Slab Soffit 20.00 m2 Labor 2 15 84 250.00 7500.00

Second Floor Bedroom2 1 24.38 m2

Bedroom1 1 27.75 m2 Total 23250.00

Staircase 1 26.00 m2

Ceiling 30.00 m2

Exterior

Ground Floor Parking / Entrance /Trellis 1 26.83 m2

Laundry 1 35.25 m2

Second Floor Front 1 19.25 m2

Rear 1 31.20 m2

Wood Entrance Door 1 2.10 m2

Rear Door 1 2.10 m2

Kitchen Cabinet 2 0.72 m2

Bedroom Door 2 4.20 m2

Trellis 8 19.20 m2

TOTAL

PREPARED BY:

REYDEN G. CABARGADA

Project Engineer

₱160,550.00

VI. Painting