2-room slab

Item Description Quantity Unit Unit rate Amount

1.0 General requirements 1 lot 50,000.00 50,000.00

2.0 Mobilization/Demobilization 1 lot 100,000.00 100,000.00

Permits & Licenses 1 lot 75,000.00 75,000.00

Temporary Facilities 1 lot 15,000.00 15,000.00

Bonds & Insurances 1 lot 40,000.00 40,000.00

Preparation of As-built coordinated plans 1 lot 50,000.00 50,000.00

Drawings & Forms submittals 1 lot 10,000.00 10,000.00

Water and Electrical Consumption 1 lot 20,000.00 20,000.00

Communication Expenses 1 lot 30,000.00 30,000.00

Service Vehicle 1 lot 350,000.00 350,000.00

Engineering supervision 1 lot 100,000.00 100,000.00

Materials Inspection & testing 1 lot 35,000.00 35,000.00

Safety and Health 1 lot 150,000.00 150,000.00

3.0 Earthworks3.1 Clearing and Grubbing - m² 41.903.2 Structural Excavation 45.3 m³ 265.00 12,004.50 3.3 Backfilling and Compaction 28.317 m³ 598.38 16,944.33 3.4 Gravel Bedding G 1‐ 26.03 m³ 1475.00 38,394.25 3.5 Soil Poisoning 222.2 m² 95.00 21,109.00 3.6 Disposal 17 m³ 239.00 4,063.00

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4.0 Structural Works - 4.1 Concrete, 3000 psi 67.27 m³ 4811.31 323,656.82 4.2 Formwork 473 m² 438.18 207,259.14 4.3 Grade 60 Rebar 8646.58 kgs 58.93 509,542.96 4.4 Strutural Steel - kgs4.5 4 20mmx400mm LONG A307 Anchor Bolts ‐ - pcs

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5.0 Architechtural Works - 5.1 6" thk CHB Wall 152.89 m² 718.87 109,908.03 5.2 4" thk CHB Wall 24.15 m² 692.67 16,727.98 5.3 Plastering Work 408 m² 211.35 86,230.80 5.4 12 x 300mm Fiber Cement Fascia Board - m²5.5 Floor Topping - m²5.6 Waterproofing on Roof deck 180 m² -

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6.0 Doors and Windows - 6.1 2100mmH x 900mmW Single Panel Door, 50mm 6 set -

6 thk. Tanguile Solid Door, Duco Painted Finish -

- 6.2 2100mmH x 700mmW PVC Type Assembly Single 2 set 2475.00 4,950.00

Door w/ Louver -

- 6.3 1200mmH x 2400mmW PVC Frame Casement‐ 4 set -

Type Glass Window (6mm thk. Glass) -

- 6.4 1200mmH x 1800mmW PVC Frame Casement‐ 8 set -

Type Glass Window (6mm thk. Glass) -

- 6.5 600mmH x 600mmW PVC Frame Awning Type‐ 2 m² -

Glass Window (6mm thk. Glass) -

-

-

-

7.0 Roofing Works - 7.1 Ga. 24 GI Long span Prepainted‐ - m²

Roofing with insulation -

- 7.2 10mm dia x 8.810 m with Standard Nuts & - sets

Washers, each end (for classroom) -

- 7.3 10mm dia x 2.060 m with Standard Nuts & Washers, - set

each end (for CR) -

-

8.0 Painting Works - 8.1 Concrete Surfaces Exterior 154 m² 260.01 40,041.54

- 8.2 Concrete Surfaces Interior 212 m² 253.01 53,638.12

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9.0 Tile Works @ CR - 9.1 Wall 14.64 m² 922.57 13,506.45 9.2 Floor 5.6 m² 922.57 5,166.39 9.3 Plumbing works 1 lot 52817.00 52,817.00 9.4 Electrical Works 1 lot 103981.60 103,981.60 9.5 Septic Tank 1 lot 97650.50 97,650.50

2,689,775.42

DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 3.3 Backfilling & CompactionUnit of Measurement : 80 m³Output per day :

Designation Daily Rate

A. Labor

a. Construction Foreman 1 8 400.00b. Skilled Laborer 2 8 350.00c. Laborer 2 8 250.00

Sub - Total for A

Name and Capacity Daily Rate

B. Equipment

a. Backhoe 1 8 23,940.00

b. Shovel 4 8 20.00

Minor Tools (10% of Labor) 160.00

No. of Person

No. of Hours

No of Units

No. of Hours

Sub - Total for BC. Total (A + B)D. Output per day = 80E. Direct Unit Cost (C ÷ D)

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

400.00700.00500.00

1,600.00

Amount

23,940.0080.00

160.00

24,180.0025,780.00

80.00322.25

2-room slab

Item Description Quantity Unit Unit rate Amount1.0 General requirements 1 lot ### ###

2.0 Mobilization / Temporary Structures, 1 lot ### ### Utilities and Services / Demobilization / Standard Billboard

3.0 Earthworks

-

4.0 Structural Works -

-

5.0 Architechtural Works -

-

6.0 Doors and Windows -

-

-

-

7.0 Roofing Works -

-

8.0 Painting Works -

9.0 Tile Works @ CR -

TOTAL

#REF!