QUIAMCO, PRINCESS MAE B.

ASYNCHRONOUS ACTIVITY
EEA 2253 / ENGINEERING UTILITIES 1 May 4, 2025

PROJECT TITLE: TWO STOREY RESIDENTIAL (Approximately 500sqm)

LOCATION: BRGY. QUINAVITE, BAUANG, LA UNION
DETAILED ESTIMATES
ITEM MATERIAL
DESCRIPTION QTY UNIT UNIT COST LABOR COST
N0. COST

1. CONCRETE WORKS

A. Footing
Portland Cement 71 bags 265.00 18,815.00 8,466.75
Fine Sand 4 cu.m 800.00 3,200.00 1,440.00
Gravel 8 cu.m 800.00 6,400.00 2,880.00

B. Column
Portland Cement 71 bags 265.00 18,815.00 8,466.75
Fine Sand 4 cu.m 800.00 3,200.00 1,440.00
Gravel 8 cu.m 800.00 6,400.00 2,880.00

C. Beams
Portland Cement 121 bags 265.00 32,065.00 14,429.00
Fine Sand 7 cu.m 800.00 5,600.00 2,520.00
Gravel 14 cu.m 800.00 11,200.00 5,040.00

D. Slabs / Stairs
Portland Cement 165 bags 265.00 43,725.00 19,676.25
Fine Sand 10 cu.m 800.00 8,000.00 3,600.00
Gravel 20 cu.m 800.00 16,000.00 7,200.00
TOTAL COST FOR CONCRETE WORKS 173,420.00 78,039.00

2. STEEL REBAR WORKS

A. Footing
16mm RSB deformed bar x 6m 43 pcs 420.00 18,060.00 8,127.00
#16 GI Wire 8 kgs 75.00 600.00 270.00

B. Column
16mm RSB deformed bar x 6m 185 pcs 420.00 77,700.00 34,965.00
10mm RSB deformed bar x 6m 95 pcs 200.00 19,000.00 8,550.00
#16 GI Wire 12 kgs 75.00 900.00 405.00

C. Beams
16mm RSB deformed bar x 6m 220 pcs 420.00 92,400.00 41,580.00
10mm RSB deformed bar x 6m 230 pcs 200.00 46,000.00 20,700.00
#16 GI Wire 15 kgs 75.00 1,125.00 506.25

D. Slabs / Stairs
10mm RSB deoformed bar x 6m 150 pcs 200.00 30,000.00 13,500.00
#16 GI Wire 14 kgs 75.00 1,050.00 472.50
TOTAL COST FOR STEEL REBAR WORKS 286,835.00 129,075.75
ITEM MATERIAL
DESCRIPTION QTY UNIT UNIT COST LABOR COST
N0. COST

3. MASONRY WORKS AND PLASTERING

4’’ thick CHB 3000 pcs 12.00 36,000.00 16,200.00

10mm RSB deformed bar x 6m 120 pcs 200.00 24,000.00 10,800.00
#16 GI Wire 9 kgs 75.00 675.00 303.75
Portlant Cement 180 bags 260.00 46,800.00 21,060.00
Crushed Sand 13 cu.m 800.00 10,400.00 4,680.00
TOTAL COST FOR MASONRY WORKS 117,875.00 53,043.75

4. CEILINGG WORKS

Gypsumm Board, 1/2in x 4ft x 8ft 13 pcs 550.00 7,150.00 3,217.50

Metal Furring 55 pcs 120.00 6,600.00 2,970.00
Wall Angle 15 pcs 85.00 1,275.00 573.75
Wall Clip 15 pcs 12.00 180.00 81.00
Blind Rivet 3 boxes 450.00 1,350.00 607.50
Drill Bit 2 pcs 85.00 170.00 76.50
TOTAL COST FOR CEILING WORKS 16,725.00 7,526.25

5. ROOFING

2 x 3 C-Purlins 14 pcs 350.00 4,900.00 2,205.00

3/16 x 2’’ x 2’’ Angle bar 30 pcs 900.00 27,000.00 12,150.00
2 x 10 C-Purlins 6 pcs 780.00 4,680.00 2,106.00
0.60mm THK Pre-painted Longspan 100 l.m 265.00 26,500.00 11,925.00
Roofing (Rib-type)
Gutter 13 pcs 220.00 2,860.00 1,287.00
Teckscrew 400 pcs 2.50 1,000.00 450.00
TOTAL COST FOR ROOFING 66,940.00 30,123.00

6. DOOR, WINDOW & PARTITION WORKS

A. Door
D1, Panel door 2.1m x 1.5m 1 sets 12,000.00 12,000.00 5,400.00
D2, Panel door 2.1m x 0.8m 2 sets 8,500.00 17,000.00 7,650.00
D3, PVC door 2.1m x 0.7m 1 sets 7,000.00 7,000.00 3,150.00
D4, Panel door 2.1m x 0.8m 1 sets 8,500.00 8,500.00 3,825.00
D5, Aluminum door 2.1m x 0.9m 1 sets 10,000.00 10,000.00 4,500.00

B. Windows
W1, Awning window 3.6 sq.m 5,000.00 18,000.00 8,100.00
W2, Arched sliding window 3.312 sq.m 5,000.00 16,560.00 7,452.00
W3, Sliding window 8.4 sq.m 5,000.00 42,000.00 18,900.00
W4, Sliding window 5.12 sq.m 5,000.00 25,600.00 11,520.00
W5, Sliding window 3.2 sq.m 5,000.00 16,000.00 7,200.00
W6, Sliding window 0.72 sq.m 5,000.00 3,600.00 1,620.00
W7, Awning window 0.3 sq.m 5,000.00 1,500.00 675.00
TOTAL COST FOR DOOR AND WINDOW WORKS 131,060.00 79,992.00
ITEM MATERIAL
DESCRIPTION QTY UNIT UNIT COST LABOR COST
N0. COST

7. FORMWORKS

A. Forms and Staging

Phenolic board 20 pcs 1,350.00 27,000.00 12,150.00
Assorted rough lumber 250 bf.ft 55.00 13,750.00 6,187.50
TOTAL COST FOR FORMWORKS AND SCAFFOLDING 40,750.00 18,337.50

8. ELECTRICAL WORKS
1 lot 80,000.00 36,000.00
TOTAL COST FOR ELECTRICAL WORKS 80,000.00 36,000.00

9. PLUMBING WORKS
1 lot 70,000.00 31,500.00
TOTAL COST FOR PLUMBING WORKS 70,000.00 31,500.00

10. EARTH WORKS & FILLS

A. Earth Works
Excavation 35 cu.m 300.00 10,500.00
Backfill, common burrow 8 cu.m 300.00 2,400.00
TOTAL COST FOR EARTHWORKS AND FILLS - 12,900.00
983,605.00 476,537.25

TOTAL PROJECT COST = 1,460,142.25