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in house estimate for hanaya model
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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
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
-----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 @
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
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
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