BILL OF MATERIALS

Mod
Module of Works Unit Unit Cost Qty Amount
No.

1 Layout / Stakes lot 750.00 1.00 750.00

2 Earthworks
Excavation cu.m. 180.00 12.50 2,250.00
Backfill & Compaction cu.m. 60.00 7.50 450.00
3,450.00

Gravel cu.m. 920.00 2.00 1,840.00

3 Column Footing Rebars
12mm Ø x 6.0m RSB pcs. 198.00 27.00 5,346.00
G. I. Tie Wire No. 16 kgs. 65.00 2.80 182.00
4 Column Footing Concrete
Portland Cement bags 230.00 15.00 3,450.00
White Sand cu.m. 850.00 1.00 850.00
Gravel cu.m. 920.00 2.00 1,840.00
5 Wall Footing Rebar
10mm Ø x 6.0m RSB pcs. 134.00 16.00 2,144.00
G. I. Tie Wire No. 16 kgs. 65.00 1.20 78.00
6 Wall Footing Concrete
Portland Cement bags 230.00 16.00 3,680.00
White Sand cu.m. 850.00 1.14 969.00
Gravel cu.m. 920.00 2.27 2,088.40
7 Slab on Fill Rebars
10mm Ø x 6.0m RSB pcs. 134.00 28.00 3,752.00
G. I. Tie Wire No. 16 kgs. 65.00 2.10 136.50
8 SOF Concrete
Portland Cement bags 230.00 29.00 6,670.00
White Sand cu.m. 850.00 1.97 1,674.50
Gravel cu.m. 920.00 3.90 3,588.00
9 Plumbing Works Roughing-ins
2" Ø x 10' pvc pipe pcs. 450.00 2.00 900.00
4" Ø x 10' pvc pipe pcs. 650.00 5.00 3,250.00
¼" x 2" pvc elbow pcs. 70.00 5.00 350.00
¼" x 4" pvc elbow pcs. 70.00 4.00 280.00
2" x 2" pvc tee pcs. 70.00 2.00 140.00
2" x 4" pvc tee pcs. 70.00 3.00 210.00
4" x 4" pvc tee pcs. 70.00 4.00 280.00
PVC P- Trap, 2" x 2" pcs. 300.00 2.00 600.00
PVC Clean Out, 4" Ø pcs. 95.00 1.00 95.00
Solvent Cement can 240.00 1.00 240.00
Water Line
Gate valve ½" dia pcs. 350.00 2.00 700.00
E. B. Plain Elbow ½ Ø pcs. 15.00 6.00 90.00
E. B. Threaded Elbow ½ Ø pcs. 15.00 6.00 90.00
E.B. Adaptor, ½ Ø Female pcs. 15.00 4.00 60.00
E.B. Adaptor, ½ Ø Male pcs. 15.00 4.00 60.00
E.B. Equal Coupling, ½ Ø pcs. 15.00 5.00 75.00
E.B. Pipe ½ Ø x 10' pcs. 70.00 5.00 350.00
E.B. tee plain ½ Ø pcs. 15.00 5.00 75.00
E.B. tee threaded ½ Ø pcs. 15.00 5.00 75.00
PVC Cement can 240.00 1.00 240.00
Teflon Tape (US) roll 20.00 10.00 200.00
Epoxy qrt 150.00 1.00 150.00
10 Electrical Works Roughing-ins
Flexible Hose ½ " Ø l.m 13.00 130.00 1,690.00
Flexible Hose ¾ " Ø l.m 15.00 90.00 1,350.00
TH Wire No. 8 ( Solid) l.m 33.00 80.00 2,640.00
 TH Wire No. 10 ( Solid) l.m 32.00 120.00 3,840.00
TH Wire No. 12 ( Solid ) l.m 22.00 150.00 3,300.00
TH Wire No. 14 ( Solid ) l.m 15.00 150.00 2,250.00
Utility Box, 2" x 4" Deep Type pc 16.50 25.00 412.50
Electrical Tape roll 14.00 5.00 70.00
II.
1 GF Column Rebars (Ftg.- 2F Level)
16mm Ø x 6.0m RSB pcs. 351.00 32.00 11,232.00
12mm Ø x 6.0m RSB pcs. 198.00 16.00 3,168.00
10mm Ø x 6.0m RSB pcs. 134.00 28.00 3,752.00
G. I. Tie Wire No. 16 kgs. 65.00 9.80 637.00
2 GF Column Formworks
Plywood ½" pcs. 560.00 12.00 6,720.00
2" x 3" x 10' pc 90.00 108.00 9,720.00
CWN 3" kgs. 70.00 6.00 420.00
CWN 2" kgs. 70.00 6.00 420.00
Concrete Nails 3" kgs. 80.00 1.00 80.00
3 GF Column Concrete
Portland Cement bags 230.00 12.00 2,760.00
White Sand cu.m. 850.00 0.80 680.00
Gravel cu.m. 920.00 1.59 1,462.80
4 GF CHB Wall
5" CHB pcs 12.00 890.00 10,680.00
4" CHB pcs 10.00 120.00 1,200.00
Portland Cement bags 230.00 49.00 11,270.00
White Sand cu.m. 850.00 6.42 5,457.00
10mm Ø x 6.0m RSB pcs. 134.00 42.00 5,628.00
G. I. Tie Wire No. 16 kgs. 65.00 3.13 203.45
5 Electrical Works Roughing-ins
Utility Box, 2" x 4" Deep Type pc 16.50 14.00 231.00
Electrical tape pc 27.50 2.00 55.00
6 Plumbing Works Roughing-ins
2" Ø x 10' pvc pipe pcs. 450.00 3.00 1,350.00
4" Ø x 10' pvc pipe pcs. 650.00 4.00 2,600.00
Solvent cement can 240.00 1.00 240.00
Water line
E. B. Threaded Elbow, ½ Ø pcs. 15.00 3.00 45.00
E.B. Female Adaptor, ½ Ø pcs. 15.00 3.00 45.00
E.B. Plain Coupling, ½ Ø pcs. 15.00 4.00 60.00
E.B. Pipe ½ Ø x 10' pcs. 15.00 4.00 60.00
PVC Solvent Cement can 240.00 1.00 240.00
Teflon Tape (US) roll 20.00 4.00 80.00
Shower valve pcs. 200.00 2.00 400.00
III.
2 Electrical Works Roughing-ins
Flexible Hose ½ " Ø l.m 13.00 150.00 1,950.00
TH Wire No. 12 ( Stranded ) l.m 22.00 180.00 3,960.00
TH Wire No. 14 ( Stranded ) l.m 15.00 180.00 2,700.00
Junction Box 4 x 4 w/ cover pc 25.00 20.00 500.00
Electrical Tape roll 30.00 5.00 150.00
3 Plumbing Works Roughing-ins
2" Ø x 10' pvc pipe pcs. 450.00 3.00 1,350.00
4" Ø x 10' pvc pipe pcs. 650.00 4.00 2,600.00
¼" x 2" pvc elbow pcs. 70.00 5.00 350.00
¼" x 4" pvc elbow pcs. 70.00 4.00 280.00
PVC Clean Out, 4" Ø pcs. 95.00 3.00 285.00
PVC tee 4" x 2" pcs. 70.00 2.00 140.00
PVC tee 2" x 2" pcs. 70.00 2.00 140.00
P-trap 2' dia pcs. 300.00 1.00 300.00
Pvc wye 4" x 4" pcs. 95.00 2.00 190.00
PVC Solvent Cement can 240.00 1.00 240.00
 Water Line
E. B. Threaded Elbow, ½ Ø pcs. 15.00 3.00 45.00
E. B. Plain Elbow ½ Ø pcs. 15.00 5.00 75.00
E.B. Threaded Tee ½ Ø pcs. 15.00 5.00 75.00
E.B. Plain Tee, ½ Ø pcs. 15.00 5.00 75.00
E.B. Male Adaptor, ½ Ø pcs. 15.00 3.00 45.00
E.B. Equal Coupling, ½ Ø pcs. 15.00 3.00 45.00
E.B. Pipe ½ Ø x 10' pcs. 70.00 5.00 350.00
PVC Solvent Cement can 240.00 1.00 240.00
Angle Valve 3/8" pcs. 100.00 7.00 700.00
GI Nipple 3/8" x 4" pcs. 15.00 7.00 105.00
GI reducer ½ x 3/8 pcs. 15.00 7.00 105.00
4 2F Sus Slab and Beam Rebars
Beams
16mm Ø x 6.0m RSB pcs. 351.00 58.00 20,358.00
12mm Ø x 6.0m RSB pcs. 198.00 8.00 1,584.00
10mm Ø x 6.0m RSB pcs. 134.00 44.00 5,896.00
G. I. Tie Wire No. 16 kgs. 65.00 16.00 1,040.00
Sus. Slab
10mm Ø x 6.0m RSB pcs. 134.00 94.00 12,596.00
G. I. Tie Wire No. 16 kgs. 65.00 6.95 451.65
5 2F Sus. Slab and Beams Forms
Plywood ½" pcs. 560.00 22.00 12,320.00
2" x 3" x 10' pc 90.00 154.00 13,860.00
CWN 3" kgs. 70.00 8.00 560.00
CWN 2" kgs. 70.00 8.00 560.00
Concrete Nails 3" kgs. 80.00 1.00 80.00
6 2F Sus. Slab and Beams Concrete
Portland Cement bags 230.00 52.00 11,960.00
White Sand cu.m. 850.00 3.44 2,921.88
Gravel cu.m. 920.00 6.88 6,325.00
IV.
1 2/F Column Rebar (2F Level - RB)
16mm Ø x 6.0m RSB pcs. 351.00 16.00 5,616.00
10mm Ø x 6.0m RSB pcs. 134.00 16.00 2,144.00
G. I. Tie Wire No. 16 kgs. 65.00 4.20 273.00
2 2/F Column Formworks
Form Plywood pcs. 560.00 -
Form Lumber pcs. 90.00 -
CWN 3" kgs. 70.00 -
CWN 2" kgs. 70.00 -
Concrete nail 3' kgs. 80.00 -
3 2/F Column Concrete
Portland Cement bags 230.00 8.00 1,840.00
White Sand cu.m. 850.00 0.54 459.00
Gravel cu.m. 920.00 1.08 993.60
4 2/F CHB Wall and Balcony
5" CHB Exterior pcs 12.00 665.00 7,980.00
4" CHB Interior pcs 10.00 225.00 2,250.00
Portland Cement bags 230.00 42.00 9,660.00
White Sand cu.m. 850.00 5.50 4,675.00
10mm Ø x 6.0m RSB pcs. 134.00 37.00 4,958.00
G. I. Tie Wire No. 16 kgs. 65.00 2.66 172.90
5 RB Rebar
12mm Ø x 6.0m RSB pcs. 198.00 20.00 3,960.00
10mm Ø x 6.0m RSB pcs. 134.00 15.00 2,010.00
G. I. Tie Wire No. 16 kgs. 65.00 3.60 234.00
6 RB Formworks
Form Plywood pcs. 560.00 -
Form Lumber pcs. 90.00 -
CWN 3" kgs. 70.00 -
 CWN 2" kgs. 70.00 -
Concrete nail 3' kgs. 80.00 -
7 RB Concrete
Portland Cement bags 230.00 9.00 2,070.00
White Sand cu.m. 850.00 0.63 535.50
Gravel cu.m. 920.00 1.26 1,159.20
8 Stair Rebar
10mm Ø x 6.0m RSB pcs. 134.00 18.00 2,412.00
G. I. Tie Wire No. 16 kgs. 65.00 2.00 130.00
10 Stair Concrete
Portland Cement bags 230.00 7.00 1,610.00
White Sand cu.m. 850.00 0.50 425.00
Gravel cu.m. 920.00 1.00 920.00
11 Plumbing Works Roughing-ins
3" Ø x 10' pvc pipe pcs. 550.00 21.00 11,550.00
3" Ø elbow pcs. 70.00 18.00 1,260.00
3" Ø x 3" pvc tee pcs. 70.00 25.00 1,750.00
pvc solvent cement pcs. 240.00 1.00 240.00
V.
2 Roof Framing
Center Girt -
50 mm x 150 mm x 1.20 mm thk. pcs. 700.00 2 1,400.00
Rafter
50 mm x 100 mm x 1.20 mm thk. pcs. 465.00 20 9,300.00
Purlins -
C - 50 x 75 x 1.20mm thk. x 6m pcs. 350.00 25 8,750.00
Fascia -
C - 50 x 150 x 1.20 mm thk. X 6m pcs. 700.00 6 4,200.00
L - 50 mm x 50 mm x 4.5 mm thk. pcs. 700.00 3 2,100.00
Consumables -
Welding rod box 2,000.00 2 4,000.00
Red oxide primer gal 315.00 2 630.00
3 Roofing Materials
Roofing Sheet, Stile Roof (EW=1.070m) l.m. 350.00 84.00 29,400.00
Ridge Roll 0.40 mm thk x 457mm x 2.44m pcs. 700.00 8.00 5,600.00
Ridge cap 0.40 mm thk x 457mm x 1.22m pcs. 700.00 14.00 9,800.00
S-Gutter 0.400mm thk x 610mm x 2.44m pcs. 850.00 10.00 8,500.00
S-End flashing 0.40mm x 457mm x 2.44m pcs. 850.00 7.00 5,950.00
Valley gutter 0.40mm thk x 610mm x 2.44m pcs. 850.00 2.00 1,700.00
Texscrew pcs. 2.00 350.00 700.00
Blind Rivets (1/8 x ½) pcs. 0.75 375.00 281.25
Silicon Sealant ctgs 210.00 5.00 1,050.00
Touch-up paint can 350.00 1.00 350.00
4 Iron works
Stair railing and façade lot 4,500.00 1.00 4,500.00
5 Catch Basin, Drainage
CHB 4" pcs. 10.00 42.00 420.00
Portland Cement bags 230.00 2.00 460.00
White sand cu.m. 850.00 0.40 340.00
PVC, 4"Ø x 10ft. pcs 650.00 12.00 7,800.00
CHB above RB
CHB 5" pcs. 12.00 50.00 600.00
Portland Cement bags 230.00 5.00 1,150.00
White sand cu.m. 850.00 0.65 552.50
10mm Ø x 6.0m RSB pcs. 134.00 5.00 670.00
G. I. Tie Wire No. 16 kgs. 65.00 0.36 23.40
CHB 4" Plant box
CHB 4" pcs. 10.00 23.00 230.00
Portland Cement bags 230.00 1.00 230.00
White sand cu.m. 850.00 0.12 102.00
10mm Ø x 6.0m RSB pcs. 134.00 2.00 268.00
 G. I. Tie Wire No. 16 kgs. 65.00 0.15 9.61
6 Concrete Moulding work
Portland Cement bags 230.00 7.00 1,610.00
Sand cu.m. 850.00 1.25 1,062.50
Concrete nail 1" cu.m. 80.00 1.00 80.00
7 Concrete Topping, G/F & 2/F
Portland Cement bags 230.00 34.00 7,820.00
White sand cu.m. 850.00 5.20 4,420.00
8 Plastering GF/2F (Int. / Ext)
Portland Cement bags 230.00 55.00 12,650.00
White Sand cu.m. 850.00 8.24 7,004.00
Concrete Trellis
Portland Cement bags 230.00 0.50 115.00
White sand cu.m. 850.00 0.10 85.00
Rebars, 10mm Ø x 6.0m RSB pcs. 134.00 3.00 402.00
9 Tiles and Waterproofing
Stone Accents lot 2,500.00 1.00 2,500.00
Plexibond by Boysen gal 420.00 2.00 840.00
8" x 8" floor tiles pc 15.00 160.00 2,400.00
8" x 8" wall tiles (T&B) pc 20.00 300.00 6,000.00
Tile grout kg 65.00 6.00 390.00
Portland Cement bag 230.00 2.00 460.00
12" x 12" wall tiles (counter tiles) pc 50.00 27.00 1,350.00
16" x 16" Floor tiles ( Living/Dining) pc 70.00 220.00 15,400.00
Tile grout kg 65.00 6.00 390.00
Portland Cement bag 230.00 2.00 460.00
Vinyl tiles @ 2nd floor
4" x 96" pcs. 25.00 395.00 9,875.00
Tile Adhesive gal 400.00 2.00 800.00
10 Septic Tank
Excavation cu.m. 220.00 5.28 1,161.60
CHB 4" pcs. 10.00 180.00 1,800.00
Portland Cement bags 230.00 11.00 2,530.00
White Sand cu.m. 850.00 1.28 1,088.00
Gravel cu.m. 920.00 0.72 662.40
Rebars, 10mm Ø x 6.0m RSB pcs. 134.00 13.00 1,742.00
Form Plywood pcs. 560.00 -
Form Lumber pcs. 90.00 -
Tie wire ga. 16 kgs 65.00 0.90 58.50
VI.
1 Steel Casement Widows(2F)
W1A 1.4 x 1.90 set 6,582.97 1.00 6,582.97
W1 1.4 x 1.95 set 6,756.20 1.00 6,756.20
W2 1.2 x 1.20 set 3,563.71 5.00 17,818.56
W3 0.8 x 1.20 set 2,375.81 1.00 2,375.81
W4 1.0 x 1.50 set 3,712.20 1.00 3,712.20
W5 0.5 x 0.60 set 742.44 1.00 742.44
W6 0.5 x 0.60 set 742.44 1.00 742.44
1B Doors
D1 - 0.90 X 2.10 Steel Door set 4,800.00 1.00 4,800.00
D2 - 0.80 X 2.10 Flush Type Door set 4,200.00 3.00 12,600.00
D2A - 0.80 X 2.10 Steel Door set 4,200.00 1.00 4,200.00
D3 - 0.70 X 2.10 Panel Type Door set 3,700.00 1.00 3,700.00
D4 - 0.60 X 2.10 PVC Door w/ Jamb set 1,350.00 2.00 2,700.00
M & S Steel Door set 6,500.00 1.00 6,500.00
Jambs
D2 - 0.80 X 2.10 Wood Jamb 2" x 5" set 1,500.00 3.00 4,500.00
D3 - 0.70 X 2.10 Wood Jamb 2" x 5" set 1,500.00 1.00 1,500.00
Hardwares
Door Locksets set 350.00 6.00 2,100.00
 Door Hinges pairs 50.00 6.00 300.00
2 Kitchen Counter
10 mm ø x 6.00 m RSB pcs 134.00 2.00 268.00
G. I tie wire No. 16 kls 65.00 0.50 32.50
Portland Cement bags 230.00 1.00 230.00
White sand cu.m. 850.00 0.10 85.00
CHB # 4 pcs 10.00 15.00 150.00
3 Kitchen Counter Cab. Door
2" x 4" x 6' s4s pcs 250.00 3.00 750.00
Cab. door 18" x 24" pcs 420.00 4.00 1,680.00
Concealed Hinges prs 30.00 8.00 240.00
Door Handles pcs 25.00 4.00 100.00
4 2F Interior Ceiling
Hardilite Bd. 4' x 8' pcs 380.00 18.00 6,840.00
2" x 2" x 10' pcs 150.00 24.00 3,600.00
2" x 2" x 8' pcs 130.00 62.00 8,060.00
Cwn 3" kg 70.00 8.00 560.00
Cwn 2" kg 70.00 8.00 560.00
Hardiflex Nails kgs. 90.00 4.00 360.00
Conc. Nail 3" kg 80.00 1.00 80.00
Eaves Ceiling
Hardilite Bd. 4' x 8' pcs 380.00 10.00 3,800.00
2" x 2" x 8' pcs 130.00 54.00 7,020.00
Cwn 3" kg 70.00 4.00 280.00
Cwn 2" kg 70.00 4.00 280.00
Hardiflex Nails kgs. 90.00 2.00 180.00
Conc. Nail 3" kg 80.00 1.00 80.00
Fab. Airvent pcs 150.00 14.00 2,100.00
5 Interior Partition Works
Hardiflex Bd. 4' x 8' pcs 450.00 18.00 8,100.00
2" x 3" x 10' pcs 200.00 24.00 4,800.00
2" x 3" x 8' pcs 160.00 12.00 1,920.00
Cwn 3" kg 70.00 6.00 420.00
Cwn 2" kg 70.00 6.00 420.00
Hardiflex Nails kgs. 90.00 5.00 450.00
Conc. Nail 3" kg 80.00 1.00 80.00
6 Stair Handrail
1" x 2" x 1.20mm thk. Tubular bar pcs. 400.00 1.00 400.00
2" x 2" x 4.5 mm thk angle bar pcs. 600.00 2.00 1,200.00
Welding rod kg. 110.00 5.00 550.00
Primer paint li 80.00 2.00 160.00
7 Electrical Rough-in
Flexible Hose 1/2"ø l.m. 13.00 50.00 650.00
TH Wire No. 14 ( Stranded ) l.m. 15.00 50.00 750.00
TH Wire No. 12 ( Stranded ) l.m. 22.00 50.00 1,100.00
Cable wire lm 35.00 50.00 1,750.00
Telephone wire lm 35.00 50.00 1,750.00
VII.a
1 Painting (Primer Coat)
Concrete Neutralizer, B-44 gal 215.00 2.00 430.00
Acrylic Flat Latex tins 1,680.00 5.00 8,400.00
Masonry Putty gal 720.00 6.00 4,320.00
Flat Wall Enamel gal 650.00 4.00 2,600.00
Polytuff w/ Hardener gal 540.00 2.00 1,080.00
Plasolux Glazing Putty, B-311 gal 720.00 1.00 720.00
Paint Thinner gal 230.00 3.00 690.00
Lacquer Thinner gal 250.00 2.00 500.00
Acricolor li 150.00 10.00 1,500.00
Tinting color li 180.00 4.00 720.00
Sandpaper m 100.00 25.00 2,500.00
Masking tape pc 35.00 5.00 175.00
VII.b
1 Painting (Final Coat)
Quick Dry Enamel tins 2,200.00 1.00 2,200.00
Semi-gloss Latex paint tins 2,100.00 6.00 12,600.00
2 Plumbing Fixtures
T&B Fixtures sets 6,000.00 2.00 12,000.00
Shower Head pcs. 550.00 2.00 1,100.00
Top Mounted faucet pcs. 450.00 1.00 450.00
Floor Drain 4 x 4 pcs. 130.00 2.00 260.00
Kitchen Sink pcs. 1,800.00 1.00 1,800.00
Strainer 4" dia pcs. 120.00 1.00 120.00
P-Trap chrome type 1½ dia pcs. 250.00 3.00 750.00
Flexible hose pcs. 100.00 5.00 500.00
Faucet Chrome fin pcs. 580.00 2.00 1,160.00
Faucet Hose bib pcs. 100.00 3.00 300.00
Epoxy 60 ml pcs. 120.00 1.00 120.00
3 Electrical Accessories
Panel Bd. 10 slots pc 985.00 1.00 985.00
Circuit Breaker, 60 Amp pc 495.00 1.00 495.00
Circuit Breaker, 30 Amp pc 355.00 7.00 2,485.00
Circuit Breaker, 20 Amp pc 355.00 2.00 710.00
Convenience outlet 2 holes w/ cover set 310.00 21.00 6,510.00
Convenience WP 2 holes w/ cover set 325.00 3.00 975.00
ACU outlet set 385.00 3.00 1,155.00
Tel. Outlet set 418.00 2.00 836.00
Cable Outlet set 425.00 4.00 1,700.00
Switch, single w/ plate cover set 182.00 3.00 546.00
Switch, double gang w/ plate cover set 220.00 5.00 1,100.00
Switch, 3- gang w/ plate cover set 295.00 2.00 590.00
Switch, 3way w/ plate cover set 182.00 2.00 364.00
Receptacle 4" dia pc 44.00 16.00 704.00
Electrical Tape (big) pc 27.50 5.00 137.50

Material Cost = P 738,018.26

Labor Cost (31%) = P 232,235.66

Direct Cost = P 970,253.92

Indirect Cost = P 97,025.39

Final Cost = P 1,067,279.31

217,178.51
 presyo ni pot
GENERAL MATL Portland Cement bags 225.00
White Sand cu.m. 850.00
Gravel cu.m. 920.00
5" CHB pcs 10.00 12.00
4" CHB pcs 9.00 10.00

16mm Ø x 6.0m RSB pcs. 310.00 351.00

12mm Ø x 6.0m RSB pcs. 175.00 198.00
10mm Ø x 6.0m RSB pcs. 125.00 134.00
G. I. Tie Wire No. 16 kgs. 65.00 65.00

FORMWOKS Plywood 1/2" pcs. 560.00 560.00

Plywood 1/4" pcs. 300.00
2" x 3" x 10' pc 90.00 90.00
2" x 2" x 10' pc 65.00
CWN 3" kgs. 70.00 70.00
CWN 2" kgs. 70.00 70.00
CWN 1" kgs. 70.00 70.00
Concrete Nails 3" kgs. 80.00 80.00
Concrete Nails 1" kgs. 80.00 80.00
CEILING/PARTITION Hardilite Bd. 4' x 8' pcs 380.00
2" x 2" x 8' pcs 130.00
Cwn 3" kg 70.00
Cwn 2" kg 70.00
Hardiflex Nails kgs. 90.00
Conc. Nail 3" kg 80.00
Fab. Airvent pcs 150.00
PAINTING
ELECTRICAL
PLUMBING
ROOFING
 QUANTITY TAKE-OFF:
COLOR CODE:
Supply the values:
Computed values:
Quntity Required:
Factors:
Data available:
CODE Requirements

ITEM PARTICULARS Unit Qty.

A BATTERBOARD:

Measure:
Total Perimeter m 18
Number of Outer Corner units 4
Number of Inside Corner units 0

Computed Length
CL = TP + OC*2m - IC*2m m 26

Batterboard: using 2"x2"x12' wood

Reqd No. 2"x 2" x 12' wood pcs 7
Formula = CL *3.28 / 12

Stake: using 2"x2"x4' wood @ 1.20m o.c.

Reqd No. 2"x 2" x 12' wood pcs 7
Formula = (CL / 1.2)/3

CWN = (BF/1000)x45 kgs 2.6

#16 GI Wire = (BF/4000)x45 kgs 0.2

B EXCAVATION:

B.1 Wall Footings WF-1

width m 0.30
depth m 0.45
length m 20.00
 volume = w x d x L m³ 2.70

Total Volume m³ 5.40

B.2 Column Footings CF-1

width m 1.00
length m 1.00
depth m 0.90
number units 4.00
volume = w x L x d x n m³ 3.60

Total Volume m³ 16.92

C CONCRETE WORKS - FOOTINGS

C.1 Wall Footings WF-1

width m 0.30
thickness m 0.15
length m 20.00
area = w x L m² 6.00
volume = w x t x L m³ 0.90

Total Volume m³ 1.80

Materials:
Gravel bed - 3/4" = [(A1+A2+An)x0.05]+10% m³ 0.66
Concrete Mixture: Class B - 2000 to 2500 psi
Portland Cement = Vol x 7 bags/cu.m. bags 13
White Sand = Vol x 0.50 cu.m. / cu.m. m³ 0.900
Gravel bed - 3/4" = Vol x 0.99 cu.m. / cu.m. m³ 1.782

C.2 Column Footings CF1

width m 1.00
length m 1.00
thickness m 0.25
number units 4
area = w x L x n m² 4.00
volume = w x L x d x n m³ 1.00

Total Volume m³ 3.70

 Materials:
Gravel bed - 3/4" = [(A1+A2+An)x0.05]+10% m³ 0.88
Concrete Mixture: Class B - 3000 to 3500 psi
Portland Cement = Vol x 8.5 bags/cu.m. bags 31
White Sand = Vol x 0.48 cu.m. / cu.m. m³ 1.776
Gravel bed - 3/4" = Vol x 0.96 cu.m. / cu.m. m³ 3.552

D CONCRETE WORKS - COLUMNS C1

dim 1 m 0.30
dim 1 m 0.30
length m 3.00
number units 4
volume = d1 x d2 x L x n m³ 3.60

Total Volume m³ 12.00

Materials:
Concrete Mixture: Class B - 3000 to 3500 psi
Portland Cement = Vol x 8.5 bags/cu.m. bags 102
White Sand = Vol x 0.48 cu.m. / cu.m. m³ 5.760
Gravel bed - 3/4" = Vol x 0.96 cu.m. / cu.m. m³ 11.520

E CONCRETE WORKS - FLOOR BEAMS FB-1

dim 1 m 0.20
dim 1 m 0.30
length m 30.00
volume = d1 x d2 x L x n m³ 1.80

Total Volume m³ 3.96

Materials:
Concrete Mixture: Class B - 3000 to 3500 psi
Portland Cement = Vol x 8.5 bags/cu.m. bags 34
White Sand = Vol x 0.48 cu.m. / cu.m. m³ 1.901
Gravel bed - 3/4" = Vol x 0.96 cu.m. / cu.m. m³ 3.802

F CONCRETE WORKS - SHORED SLAB S-1

length m 4.00
 width m 3.00
thickness m 0.10
volume = L x W x t m³ 1.20

Total Volume m³ 2.19

Materials:
Concrete Mixture: Class B - 3000 to 3500 psi
Portland Cement = Vol x 8.5 bags/cu.m. bags 19
White Sand = Vol x 0.48 cu.m. / cu.m. m³ 1.051
Gravel bed - 3/4" = Vol x 0.96 cu.m. / cu.m. m³ 2.102

G CONCRETE WORKS - ON-GRADE SLAB S-1

length m 4.00
width m 3.00
thickness m 0.10
area = L x W m² 12.00
volume = L x W x t m³ 1.20

Total Volume m³ 2.19

Materials:
Gravel bed - 3/4" = [(A1+A2+An)x0.05]+10% m³ 1.20
Concrete Mixture: Class B - 2000 to 2500 psi
Portland Cement = Vol x 7 bags/cu.m. bags 15
White Sand = Vol x 0.50 cu.m. / cu.m. m³ 1.095
Gravel bed - 3/4" = Vol x 0.99 cu.m. / cu.m. m³ 2.168

H FORM WORKS:

Columns:
Facing Area (Manually computed) m² 25.00
Facing Member (2"x2") = FA x 10.76BF/m² BF 269.00
Support & Brace (2"x2" & 2"x3") = FA x 18.83BF/m² BF 470.75

Beam Bottoms: (Height from Floor = 3 to 4 m)

Facing Area (Manually computed) m² 30.00
Facing Member (2"x2") = FA x 21.52BF/m² BF 645.60
Support & Brace (2"x2" & 2"x3") = FA x 29.60BF/m² BF 888.00
 Beam Sides: (Height from Floor = 3 to 4 m)
Facing Area (Manually computed) m² 25.00
Facing Member (2"x2") = FA x 10.76BF/m² BF 269.00
Support & Brace (2"x2" & 2"x3") = FA x 18.83BF/m² BF 470.75

Slabs: ( Thickness = 4" to 6" & Height = 3.0m fr Flr)

Facing Area (Manually computed) m² 50.00
Facing, Bracing & Supports = FA x 32.28BF/m² BF 1614.00

Totals:
Facing Members (2" x 2" wood) BF 1716.22
Supports & Braces (2" x 3" & 2" x 4" wood) BF 2910.88

Other Materials:
Total Facing Area m² 130.00
Number of Uses uses 3
Reqd Area = TFA / NU m² 43.33
Plywood 4' x 8' x 1/4" ordinary = RA / 2.98 shts 15

Lumber:
Facing Members = Total BF / NU BF 572.07
Supports & Braces = Total BF / NU BF 970.29
Total = BF 1542.37

Consumables:
CWN = TBF x 45 / 2500 kgs 28
#16 GI Wires = TBF x 45 / 4000 kgs 17

I CHB WALLS:

CONCRETE HOLOW BLOCKS 150 mm (6 inches)

A6 = 6" CHB Wall Area (Computed Manually) m² 30

Materials Required:
6" CHB = A6 x 12.5 pcs 38

Mortar: Mixture = 1:4 Class = C

Portland Cement = A6 x 0.759 Bags/sqm Bags 23
White Sand = A6 x 0.08438 cu.m./sqm m³ 2.53

Plaster: Mixture = 1:3 Class = B

Plaster Area = A6 x 2 m² 60
 Portland Cement = PA x 0.225 Bags/sqm Bags 14
White Sand = PA x 0.05 cu.m./sqm m³ 3.00

CONCRETE HOLOW BLOCKS 100 mm (4 inches)

A4 = 4" CHB Wall Area (Computed Manually) m² 28

Materials Required:
4" CHB = A64x 12.5 pcs 35

Mortar: Mixture = 1:4 Class = C

Portland Cement = A4 x 0.394 Bags/sqm Bags 11
White Sand = A4 x 0.04375 cu.m./sqm m³ 1.23

Plaster: Mixture = 1:3 Class = B

Plaster Area = A4 x 2 m² 56
Portland Cement = PA x 0.225 Bags/sqm Bags 13
White Sand = PA x 0.025 cu.m./sqm m³ 1.40

J CHB REBARS:

Area (Specify) m² 28

Vertical Bars: factor

Spacing: 0.40 m m/m² 2.93
0.60 m m/m² 2.13
0.80 m m/m² 1.60

Total Length = A x factor m 59.64

Required: (specify diameter)
10mm dia x 6.0m long = TL / 6.0 pcs 10

Horizontal Bars: factor

Spacing: every 2 layers m/m² 3.30
every 3 layers m/m² 2.15
every 4 layers m/m² 1.72

Total Length = A x factor m 60.20

Required: (specify diameter)
10mm dia x 6.0m long = TL / 6.0 pcs 10
 Total Number of 10mm dia x 6.0m rebars pcs 20
Weight = N x 3.70kg/pc kgs 73.90
Weight of #16 GI Wire = Wt *45 / 3000 kgs 1.11

K WALL FOOTING REBARS:

WF-1
Longitudinal Rebars:
Number of Logitudinal Bars pcs 3
Total length m 20.00
Reqd 6.0m long Rebars = (L x N)/5.70m pcs 11
(note: 0.30m for splicing allowance)

Transverse Rebars:
Spacing of Bars m 0.30
Total length of WF1 m 20.00
Width of Wall Footing m 0.30
Effective Cut Size of Transbars = W-2x0.05 m 0.20
Number of WF1 units 4
Reqd Number of Cut Size = (L / S) + (1 x units) pcs 71
Number of cut size in 1-6m long rebars = 6.0/ECS pcs 30
Reqd 6.0m long Rebars = RN / NCS pcs 2

L COLUMN FOOTING REBARS:

CF-1
Dimensions:
Width m 1.00
Length m 1.00
Thickness m 0.25
N Number units 4

Longitudinal Rebars:
Number of Logitudinal Bars pcs 5
TNB Total number of bars pcs 20
CC Concrete Cover m 0.075
H If HookS are required, choose for bar dia:
for 12 mm (1/2") , add this length 0.33
for 16 mm (5/8") 0.43
for 20 mm (3/4") 0.51
for 25mm (1") 0.67

Ø Bar diameter mm 16
 LB Length of one bar = L - (CC x 2) + H m 1.28
NCS No. of cut size in one-6.0m standard length pcs 5
Reqd 6.0m long Rebars = TNB / NCS pcs 4
(note: 0.30m for splicing allowance)
Required: 16mm Ø x 6.0 m Deformed Bars pcs 20

Transverse Rebars:
Number of Transverse Bars pcs 5
TNB Total number of bars pcs 20
CC Concrete Cover m 0.075
H If HookS are required, choose for bar dia:
for 12 mm (1/2") , add this length 0.33
for 16 mm (5/8") 0.43
for 20 mm (3/4") 0.51
for 25mm (1") 0.67

Ø Bar diameter mm 16
LB Length of one bar = L - (CC x 2) + H m 1.28
NCS No. of cut size in one-6.0m standard length pcs 5
Reqd 6.0m long Rebars = TNB / NCS pcs 4
(note: 0.30m for splicing allowance)
Required: 16mm Ø x 6.0 m Deformed Bars pcs 14

M COLUMN REBARS:

Ground Floor Column (fr Footing to 2nd Floor Line) C1

Dimensions:
dim 1 m 0.30
dim 2 m 0.30
L1 Length (ground floor line to 2nd floor line) m 3.00
L2 Depth from ground floor line to bottom of footing m 0.90
CC Concrete Cover + 2 x Diameter of Footing Rebars m 0.08
N Number units 4

Main Bars:
Number of Bars pcs 8
TNB Total number of bars pcs 32
H Required L Hook, choose for bar dia:
for 12 mm (1/2") , add this length 0.153
for 16 mm (5/8") 0.203
for 20 mm (3/4") 0.254
for 25mm (1") 0.318
 Ø Bar diameter mm 16
LB Length of one bar = L1+L2 - CC + H m 4.03
NCS No. of cut size in one-6.0m standard length pcs 1.49
Reqd 6.0m long Rebars = TNB / NCS pcs 21

Required: 16mm Ø x 6.0 m Deformed Bars pcs 59

WF-2 WF-3

0.40
0.45
15.00
 2.70 0.00

CF-2 CF-3

1.00 1.50
1.20 1.50
0.90 1.50
4.00 4.00
4.32 9.00

WF-2 WF-3

0.40
0.15
15.00
6.00 0.00
0.90 0.00

CF2 CF3

1.00 1.20
1.20 1.50
0.25 0.25
4 4
4.80 7.20
1.20 1.50
C2 C3

0.40 0.25
0.40 0.30
3.00 3.00
4 4
4.80 3.60

FB-2 FB-3

0.20 0.20
0.40 0.40
12.00 15.00
0.96 1.20

S-2 S-3

3.00 2.00
 2.50 1.20
0.10 0.10
0.75 0.24

S-2 S-3

3.00 2.00
2.50 1.20
0.10 0.10
7.50 2.40
0.75 0.24
WF-2 WF-3

3 3
15.00 0.00
8 0

0.30 0.30
15.00 0.00
0.30 0.30
0.20 0.20
4 0
54 0
30 30
2 0

CF-2 CF-3

1.00 1.20
1.20 1.50
0.25 0.25
4 4

6 8
24 32
0.075 0.075

0.33 0.33
0.43 0.43
0.51 0.51
0.67 0.67

16 16
 1.48 1.78
4 3
6 9

5 6
20 24
0.075 0.075

0.33 0.33
0.43 0.43
0.51 0.51
0.67 0.67

16 16
1.28 1.48
5 4
4 6

C2 C3

0.40 0.25
0.40 0.30
3.00 3.00
0.90 0.90
0.08 0.08
4 4

8 6
32 24

0.153 0.153
0.203 0.203
0.254 0.254
0.318 0.318
 20 16
4.08 4.03
1.47 1.49
22 16
BEAM (for 3 m span only)
LENGTH : 4.00 m No. of horizontal bar 12mm dia. : 0 units

BASE : 0.125 m No. of horizontal bar 16mm dia. : 8 units

HEIGHT : 0.45 m No. of splice/s (12 mm dia. ) : 0 units

VOLUME : 0.45 cu.m No. of splice/s (16 mm dia. ) : 6 units

CEMENT : 3 bags No. of stirrups : 29 units

SAND : 0.23 cu.m Bar diameter 12 mm : 0m

GRAVEL : 0.45 cu.m Bar diameter 16 mm : 0.016 m

10 mm dia. X 6 m : 10 pcs No. of beam/s : 2 units

12 mm dia. X 6 m : 0 pcs

16 mm dia. X 6 m : 17 pcs

G.I. tie wire # 16 : 2.61 kg

SLAB ( two way )

LENGTH 5.2 m No. of bars at LP : 26

WIDTH 3m No. of bars at SP : 15

THICKNESS 0.1 m No. of splices at LP : 24

VOLUME 1.56 cu.m No. of splices at SP : 8

CEMENT 12 bags

SAND 0.78 cu.m

GRAVEL 1.56 cu.m

10 mm dia. X 6 m 33 pcs

G.I tie wire # 16 2.21 kg

SLAB ( one way )

LENGTH 1.5 m No. of bars at LP : 8

WIDTH 3.2 m No. of bars at SP : 8

THICKNESS 0.05 m No. of splices at LP : 2

VOLUME 0.24 cu.m No. of splices at SP : 5

CEMENT 2 bags

SAND 0.12 cu.m

GRAVEL 0.24 cu.m

10 mm dia. X 6 m 8 pcs

G.I tie wire # 16 0.34 kg

FOOTING

LENGTH 1m No. of bottom bars : 7 units

WIDTH 1m No. of top bars : 7 units

THICKNESS 0.25 m Diameter of bar : 12 mm

No. of Column/s 2 units

VOLUME 0.5 cu.m

CEMENT 4 bags

SAND 0.25 cu.m

GRAVEL 0.50 cu.m

12 mm dia. X 6 m 5 pcs

G.I tie wire # 16 0.55 kg

COLUMN
LENGTH 3.9 m No. of VB (12 mm) : 2 units

BASE 0.125 m No. of VB (16 mm) : 4 units

WIDTH 0.4 m No. of lateral ties : 22 pcs

NO OF COLUMNS 2 units
VOLUME 0.4 cu.m

CEMENT 2.9 bags

SAND 0.2 cu.m

GRAVEL 0.4 cu.m

10 mm dia. X 6 m 7 pcs

12 mm dia. X 6 m 3 pcs

16 mm dia. X 6 m 5 pcs

G.I tie wire # 16 4.98 kg

EXTERIOR WALLS

LENGTH 4.15 m DEDUCTABLE AREA : 0 sq.m

WIDTH 1.7 m

CHB 5" 95 pcs

VOLUME 0.34 cu.m

CEMENT 3 bags

SAND 0.3 cu.m

10 mm dia. X 6 m 4 pcs

G.I tie wire # 16 0.08 kg

EXTERIOR / INTERIOR PLASTERING

LENGTH 3m DEDUCTABLE AREA : 0 sq.m

HEIGHT 3.6 m Paces : 2

THICKNESS 0m

VOLUME 0.35 cu.m

CEMENT 2.6 bags

SAND 0.5 cu.m

INTERIOR WALLS

LENGTH 4m DEDUCTABLE AREA : 0 sq.m

WIDTH 3m

CHB 4" 162 pcs

VOLUME 0.40 cu.m

CEMENT 3 bags

SAND 0.4 cu.m

10 mm dia. X 6 m 8 pcs

G.I tie wire # 16 0.14 kg

SLAB on fill

LENGTH 7m No. of bars at LP : 19

WIDTH 3.5 m No. of bars at SP : 10

THICKNESS 0.1 m No. of splices at LP : 22

VOLUME 2.45 cu.m No. of splices at SP : 6

CEMENT 18 bags

SAND 1.225 cu.m

GRAVEL 2.45 cu.m

10 mm dia. X 6 m 30 pcs

G.I tie wire # 16 1.02 kg

WALL FOOTING

LENGTH 1.7 m No.of horizontal bars : 2

WIDTH 0.4 m No. of ties : 5

THICKNESS 0.2 m No. of Splices : 0

VOLUME 0.136 cu.m

CEMENT 1 bags

SAND 0.068 cu.m

GRAVEL 0.136 cu.m

10 mm dia. X 6 m 1 pcs

G.I tie wire # 16 0.06 kg

STAIRS
RISE 0.2 m No. of VB (12 mm and 10 mm) : 4 units

RUN 0.2 m No. of HB (10 mm) : 2 units

LENGTH 0.8 m

NO OF STEPS 13 units

VOLUME 0.7 cu.m

CEMENT 6.6 bags

SAND 0.4 cu.m

GRAVEL 0.7 cu.m

10 mm dia. X 6 m 7 pcs

12 mm dia. X 6 m 15 pcs

G.I tie wire # 16 0.6 kg

 2B-6 2B -6 TOTAL
6m 4m 3m 2m
C 5 2 1 1 9

S 0.34 0.11 0.08 0.07 0.6

G 0.68 0.21 0.16 0.14 1.19

10 13 4 4 4 25

12 0 3 2 0 5

16 24 5 4 3 36

GI 3.33 0.98 0.84 0.59 5.74

 7 2 9

0.44 0.12 0.56

0.88 0.24 1.12

 30
375
 30
375
CEILING/EAVES
LENGTH : 5.00 m

WIDTH : 10.00 m

AREA : 50.00 m

HARDILITE : 17 pcs

HARDINAIL : 3.92 kg

2"X2"X12' : 54 pcs

CNW#3 : 3.70 kg

CN#4 : 0.30 kg

PARTITIONING
LENGTH : 3.10 m

HEIGHT-1 : 1.80 m HEIGHT-2 : 1.80 m

AREA : 5.58 m

HARDIFLEX: 4 pcs

HARDINAIL : 1 kg

2"X2"X8' : 8 pcs

CNW#3 : 0.41 kg

CN#4 : 0.10 kg
 5 2 1 1 1 10

1 0.5 0.31 0.18 0.28 2.27

15 7 4 2 4 32

1.01 0.5 0.3 0.17 0.27 2.25

0.15 0.11 0.1 0.06 0.08 0.5

4 2 2 8

1 1 1 3

8 8 8 24

0.41 0.41 0.41 1.23

0.1 0.1 0.1 0.3

PAINTING WORKS FOR WALLS

LENGTH 3m deductable area : 3

HEIGHT 1.5 m No.of coat : 2

AREA 4.5 sq m

FLAT LATEX 0.4 gal 0.09 tins

SEMI GLOSS 0.36 gal 0.09 tins

TINTING COLOR 0.12 li

PAINTING WORKS FOR CEILING and PARTITION

LENGTH 3.1 m deductable area : 1

WIDTH 1.8 m No.of coat : 2

AREA 5.58 sq m

FLAT LATEX 0.4 gal 0.1116 tins

SEMI GLOSS 0.4464 gal 0.1116 tins

P. COMPOUND 2 kg
 6.4

6.4

2.2

0.27 0.2 0.22 0.13 0.14 0.96

0.27 0.2 0.22 0.13 0.14 0.96

4 3 4 2 2 15
 ***CONCRETING***
CONCRETE PROPORTIONING
Mixture Cement in Bags Sand Cu. Gravel Cu.
Proportion
Class 40 kls 50 kls M. M. Note:
AA 1 : 1.5 : 3 12 9.5 0.50 1.0 Class A = shall be used for beams, slabs, colum
A 1:2:4 9 7 0.50 1.0 Class B = shall be used for all members not re
B 1 : 2.5 : 5 7.5 6 0.50 1.0 Class C = used for footing not under water
C 1 : 3 :6 6 5 0.50 1.0

APPROXIMATE TIME LIMIT BEFORE THE REMOVAL OF FORMS

AND SUPPORTS:
Arch Centers 14-21 Days
Centering Under Beams 14 Days
Floor Slabs 3-10 Days
Walls 7-14 Days
Columns, Sides of Beams and Girders 3-10 Days

QUANTITY OF CEMENT AND SAND FOR CHB MORTAR PER SQUARE METER
Size of CHB number per Bags Cement Mixture
in cm Sq.M. A B C D sand cu.m.
10 x 20 x 40 13 0.792 0.522 0.394 0.328 0.044
15 x 20 x 40 13 1.526 1.018 0.763 0.633 0.084
20 x 20 x 40 13 2.260 1.500 1.125 0.938 0.125
Note: use for Mortar between chb anb its filler

QUANTITY OF CEMENT AND SAND FOR PLASTERING PER SQUARE

METER AREA
Mixture Bags Cement Mixture
Class 8 mm 12 mm 16 mm 20 mm 25 mm
A 0.144 0.216 0.288 0.360 0.450
B 0.096 0.144 0.192 0.240 0.300
C 0.072 0.108 0.144 0.180 0.225
D 0.060 0.090 0.120 0.150 0.188
Sand 0.008 0.012 0.016 0.020 0.025
Note: Pwede rin gamitin yung Volume Method

QUANTITY OF CEMENT AND SAND ON A STONE RIPRAP PER CUBIC

METER
Cement in Bags SAND
Stone Class
A B C cu.m. Note:
Class A 2.574 1.716 1.287 0.143 Class A - Stone ranging from 15 to 25 kilos with at least 50%
 Class B 2.448 1.620 1.214 0.135 Class B - Stone ranging from 30 to 70 kilos with at least 50%
Class C 2.232 1.488 1.116 0.124 Class C - Stone ranging from 60 to 100 kilos with at least 50
Class D 1.944 1.296 0.972 0.108 Class D - Stone ranging from 100 to 200 kilos with at least

***METAL REINFORCEMENT*** NO. 16 G.I. WIRE FOR C

LENGTH OF REINFORCING BARS FOR CHB IN METERS SQUAR
Vert. reinforcement Hor. reinforcement Vert.
Spacing Spacing
Length of bars in Mtrs Length of bars in Mtrs Spacing
CM LAYER
PER BLOCK PER SQ.M. PER BLOCK PER SQ.M. 40
40 0.235 2.93 2 0.264 3.30 40
60 0.171 2.13 3 0.172 2.15 40
80 0.128 1.60 4 0.138 1.72 60
* PER SQ. METER GAMIT KO 60
*DIVIDE THE ASWER TO 6 KASI METER PA LANG UN AFTER I MULTIPLY SA FACTOR 60
80
80
80

QUANTITY OF REINFORCING STEEL BARS IN 1-WAY QUANTITY OF Tie Wire ON 1-WAY REINFO
REINFORCED CONCRETE SLAB
Bars Spacing
REBAR Number of Steel Bars per Square Meter in CM 6m
Spacing CM 6m 7.5 m 9m 12 0.30
10.0 3.764 2.937 2.421 1.769 10.0 0.474
12.5 3.062 2.381 1.934 1.427 12.5 0.316
15.0 2.584 2.004 1.636 1.197 15.0 0.228
17.5 2.232 1.726 1.407 1.033 17.5 0.168
20.0 1.980 1.528 1.258 0.914 20.0 0.132
22.5 1.786 1.369 1.109 0.81 22.5 0.110
25.0 1.627 1.25 1.014 0.736 25.0 0.089

QUANTITY OF REINFORCING STEEL BARS IN 2-WAY QUANTITY OF Tie Wire ON 2-WAY REINFO
REINFORCED CONCRETE SLAB
Bars Spacing
REBAR Number of Steel Bars per Square Meter in CM 6m
Spacing CM 6m 7.5 m 9m 12 0.30
10.0 4.369 3.337 2.772 2.022 10.0 0.592
12.5 3.603 2.662 2.245 1.635 12.5 0.416
15.0 3.221 2.296 1.921 1.382 15.0 0.350
17.5 2.647 2.025 1.650 1.196 17.5 0.247
20.0 2.360 1.775 1.461 1.056 20.0 0.174
22.5 2.168 1.601 1.312 0.907 22.5 0.168
25.0 1.977 1.466 1.217 0.862 25.0 0.142
 ***LUMBER***

NUMBER OF BOARD FOOT OF STUDS AND NAILING JOINTS PER

SQUARE METER
Spacing in CM. (Center to Center)
Lumber size
in inches 30 x 30 30 x 60 40 x 40 40 x 60 60 x 60
Note:
1x2 4.103 3.147 3.189 2.686 2.268 You can also use direct counting method
2x2 8.198 6.293 6.379 5.373 4.594
2x3 12.284 9.440 9.569 8.060 6.898
2x4 16.414 12.592 12.758 10.746 9.195

BOARD FOOT OF WOOD FRAME FOR COLUMN & BEAM

PER PLYWOOD FORM
SIZE OF THICKNESS OF PLYWOOD FORM
WOOD POST BEAM
FRAME 6mm (1/4) 12mm(1/2) 6mm (1/4) 12mm(1/2)
2x2 29.67 20.33 25.06 18.66
2x3 44.50 30.50 37.60 28.00

QUANTITY OF LUMBER FOR SCAFFOLDING OR STAGING

COLUMN BEAM FLOORING
LUMBER
BD FT PER METER HT. BD FT PER METER HT. BD. FT. PER
SIZE
VERT. HOR BRACE VERT. HOR SQ. MTR
2X2 4.70 21.00 11.70 4.00 4.70 6.10
2X3 7.00 31.67 17.50 6.00 7.00 9.10
2X4 9.35 42.25 23.35 8.00 9.35 12.10
Note:
the result will be in board feet, just convert in to what ever size you want

***TILEWORKS***

QUANTITY OF TILES PER SQUARE FOOT &

METER
commercial size number of pieces per
Inches cm Sq. Foot Sq. Meter
3x3 7.5 x 7.5 16.00 177.80 CEMENT MORTAR 0.086 BAGS PER SQ. M.
4x4 10 x 10 9.00 100.00 WHITE CEMENT JOINT 0.5 KILOS PER SQ. M.
FILLER ( TILE GROUT)
 WHITE CEMENT JOINT
4.5 x 4.5 10.6 x 10.60 8.00 88.40 FILLER ( TILE GROUT)
4x8 10 x 20 6.00 50.00 TILE ADHESIVE 0.11 BAGS PER SQ. M.
6x6 15 x 15 4.00 44.44
6x8 15 x 20 3.00 33.33
6 x 12 15 x 30 2.00 22.22
8x8 20 x 20 2.25 25.00
8 x 12 20 x 30 1.50 16.66
8 x 16 20 x 40 1.13 12.50
10 x 10 25 x 25 1.44 16.00
12 x 12 30 x 30 1.00 11.11
12 x 24 30 x 60 0.50 5.56
16 x 16 40 x 40 0.56 6.25
20 x 20 50 x 50 0.36 4.00
24 x 24 60 x 60 0.25 2.78
5 - point pent. Tiles 6 / ft 20/ Ln. M.
6 - point pent. Tiles 4.9 / ft 16/ Ln. M.
external corner bead by direct vounting
internal corner bead by direct counting

VINYL AND RUBBER TILES

number per gallons of adhesive
stock size
sq. Meter per sq. M.
0.20 x 0.20 (8 x 8) 25 0.42
0.225 x 0.225 (9 x 9) 19.75 0.42
0.25 x 0.25 (10 x 10) 16 0.42
0.30 x 0.30 (12 x 12) 11.11 0.42
0.40 x 0.40 (16 x 16) 6.25 0.42
0.60 x 0.60 (24 x 24) 2.78 0.42
used for beams, slabs, columns, and for all menbers which are subjected to bending stress.
used for all members not reinforced for bending stress.
footing not under water

QUANTITY OF CEMENT AND SAND FOR CHB MORTAR PER

ONE HUNDRED BLOCKS
Size of CHB Bags Cement Mixture
in cm A B C D sand cu.m.
10 x 20 x 40 6.336 4.176 3.152 2.624 0.348
15 x 20 x 40 12.15 8.104 6.072 5.064 0.675
20 x 20 x 40 18.07 12.00 9.00 7.50 1.00

*ETO GAMIT KO

5 to 25 kilos with at least 50% of the stones weighing more than 20 kilos
0 to 70 kilos with at least 50% of the stones weighing more than 50 kilos
0 to 100 kilos with at least 50% of the stones weighing more than 80 kilos
00 to 200 kilos with at least 50% of the stones weighing more than 150 kilos

NO. 16 G.I. WIRE FOR CHB REINFORCEMENTS PER

SQUARE METER
Hor. Layer Kilogram per Square Meter
Spacing 25 cm tie 30 cm tie 40 cm tie Note:
2 0.054 0.065 0.086 Area of CHB multiply by this Factor
3 0.039 0.047 0.063 53 meters of G.I. Wire = 1 kilos of G.I. Wire
4 0.024 0.029 0.039 Other procedure -> Get the total kilos of rebars divide by 45 to get the ki
2 0.036 0.044 0.057
3 0.026 0.032 0.042
4 0.02 0.024 0.032
2 0.027 0.033 0.044
3 0.02 0.024 0.032
4 0.015 0.018 0.024

ie Wire ON 1-WAY REINFORCED CONCRETE SLAB IN KILOS PER SQUARE METER

Legth Of Steel Bars approximate vol of concre
6m 7.5 m 9m 12 m =Assume 300mm thk all th
0.40 0.30 0.40 0.30 0.40 0.30 0.40
0.632 0.462 0.616 0.460 0.614 0.448 0.598 approximate weight or reb
0.422 0.307 0.409 0.295 0.394 0.293 0.391 footing
0.303 0.217 0.289 0.214 0.285 0.207 0.276 slab
0.224 0.162 0.216 0.158 0.210 0.153 0.204 column
0.175 0.126 0.168 0.125 0.167 0.120 0.160 walls
0.147 0.102 0.135 0.099 0.132 0.095 0.126 beams
0.118 0.086 0.114 0.081 0.108 0.077 0.103

ie Wire ON 2-WAY REINFORCED CONCRETE SLAB IN KILOS PER SQUARE METER chb mortar =
Legth Of Steel Bars rebar =
6m 7.5 m 9m 12 m gi wire # 16 = total kls / 30
0.40 0.30 0.40 0.30 0.40 0.30 0.40
0.896 0.648 0.863 0.648 0.864 0.596 0.794 HOW TO GET KLS OF TIE WIR
0.554 0.420 0.560 0.431 0.574 0.421 0.561 K=
0.466 0.307 0.409 0.257 0.343 0.297 0.396 OR
0.330 0.231 0.308 0.223 0.298 0.206 0.275 K=
0.232 0.171 0.227 0.173 0.231 0.163 0.217
0.224 0.150 0.200 0.148 0.198 0.130 0.173
0.189 0.134 0.178 0.114 0.152 0.116 0.155
 sample
Board feet = (5pcs x 2" x 3" x 10')/12

se direct counting method

TYPICAL
note: vert support, length of lumber depends on elevation
COLUMN BEAMS SLAB
vert 2x3x10 vert 2x3x10 vert 2x3x10
hor 2x3x10 hor 2x2x10
brace 2x2x10

AGS PER SQ. M.

LOS PER SQ. M.
AGS PER SQ. M.
bars divide by 45 to get the kilos of G.I. Wire #16

approximate vol of concrete in bldg

=Assume 300mm thk all throughout X floor area of bldg

approximate weight or rebars in a bldg per cu. M concrete

50-75 kls/cu.m. of concrete
125-175 kls/cu.m. of concrete
150-190 kls/cu.m. of concrete
100-150 kls/cu.m. of concrete
120-150 kls/cu.m. of concrete

chb mortar = 1:3 0.03 x area=m³

area of chb x 3.6F = kls
gi wire # 16 = total kls / 300 = roll

HOW TO GET KLS OF TIE WIRE (APPROX)

WT. OF RSB / 40

0.025 ( WT OF RSB)
Project Two Storey Residential Building
Subject General Specifications
Location Town & Country Subdivision, Binan, Laguna
Owner
Area 84 sq.m

GENERAL SPECIFICATIONS
1 Footings Works
Column Footing Reinforced Concrete
Walll Footing Reinforced Concrete
2 Structural Works
Column Reinforced Concrete
Beams Reinforced Concrete
Slab on Fill Reinforced Concrete
2F Slab Reinforced Concrete
3 Walls
Interior Wall (T & B) 4" CHB
Exterior Walls/Common Walls 5" CHB
Bedroom Partition Hardiflex Board
4 Framing and Roofing
(Main Roof) Rib-Type Panels & Accessories Pre-painted Roof Panels and Accessories
Framing Steel Framing
5 Ceiling
Interior Fiber Cement Board on Metal Furrings
Eaves Fiber Cement Board on Metal Furrings
6 Floor Finishes
Ground Floor Ceramic Tiles
Second Floor Laminated Vinyl Tiles
7 Wall Finishes
Exterior Plastered Rough Troweled Finished
Interior Plastered Plain Cement Finished
T&B 5 Layers Wall Tiles/Floor Tiles
Upper wall-Plastered Plain Cement Finished
8 Doors and Jambs
Main Door Panel Type Door
Service Door Flush Door
Berdroom Doors Flush Door
T&B PVC Door
Locksets
9 Windows Steel Casement Windows
10 Kitchen Counter With Counter/Splashboard Tiles
With Counter Cabinet Door
11 Plumbing Works
Roughing-ins Standard PVC Pipes and Fittings
Fixtures Flush Type Water Closet, Wall Hang Lavatory
with Tissue and Soap Holder
Stainless Kit. Sink, Top Mounted Faucet. Chrome Faucet
and Hose bib faucet
Catch Basin
12 Stairs Reinforced Concrete with Tubular Handrailing
13 Electrical Works Circuit Breaker (Panel Board)
Roughing-ins Flexible Pipe and Wirings
Fixtures Circuit Breaker (Panel Board)
Outlets and Switches
14 Septic Tank Conventional Type
15 Painting Works Exterior Walls (2-Coats with Preparation)
Interior Walls ( 2-Coats with Preparation)

Prepared by:
Engr. Randy A. Caballes
approximate vol of concrete in bldg useful keys
=Assume 300mm thk all throughout X floor area of bldg CTRL+1 – Format
CTRL+SHIFT+L – Turn on/ o
approximate weight or rebars in a bldg per cu. M concrete CTRL + SPACE Select the w
footing 50-75 kls/cu.m. of concrete SHIFT + SPACE Select the w
slab 125-175 kls/cu.m. of concrete CTRL + ' Copy a formula from
column 150-190 kls/cu.m. of concrete press Ctrl+` (it is the key nex
walls 100-150 kls/cu.m. of concrete Now press Ctrl+H and chang
beams 120-150 kls/cu.m. of concrete – to UPPER, lower, Proper C
convert
chb mortar = 1:3 0.03 x area=m³
rebar = area of chb x 3.6F = kls
gi wire # 16 = total kls / 300 = roll

character map Press ALT+Enter keys in a c

=if(iserror(vlookup(…)),”not f
alt 0216 = Ø ¿ È
alt 0258 = À à
alt 0178 = ² Á Σ
alt 0179 = ³ Â Š
alt 0209 = Ñ Ã ♥
alt 0241 = ñ ° Ä
alt 0177 = ± Å
alt 0189 = ½ Æ
alt 0188 = ¼ Ç
alt 0187 = » È ♪
alt 0186 = º alt 2828 = ♀
alt 0182 = ¶ alt 9999 = ☼
alt 0247 = ÷ alt 6666 = ◙
alt 0134 = † alt 8645 = ┼
alt 0153 = ™ alt 4625 = ◄
alt 0169 = © alt 4626 = ↕
alt 0174 = ® alt 2845 = ↔
alt 9987 = ♥ alt 2846 = ▲
alt 2829 = ♪
alt 8878/2222 = « alt 2830 = ♫
alt 6654 = ■ alt 2832 = ►
alt 6658 = ☻ alt 2823 = ◄
alt 6587 = ╗ alt 5817 = ╣
alt 1235 = ╙ alt 5839 = ╧
alt 5831 = ╟
♣
alt 2802 = ≥
alt 2803 = ≤
alt 2807 = ≈
useful keys useful formula subtotal conditional formatin
CTRL+1 – Format index index(match
CTRL+SHIFT+L – Turn on/ off filters sumproduct if (and
CTRL + SPACE Select the whole column count
rept
SHIFT + SPACE Select the whole row counta
countif
CTRL + ' Copy a formula from above cell and edit sumif sumifs
press Ctrl+` (it is the key next to 1), this will enable formula view. vlookup
Now press Ctrl+H and change the spreadsheet formulas match
– to UPPER, lower, Proper Change the case of cell contents offset
iserror
While VLOOKUP is used to fetch value a based on what you ar

Press ALT+Enter keys in a cell to make a new line inside the cell
=if(iserror(vlookup(…)),”not found”,vlookup(…)). This will print “not found” whenever the vlookup returns any erro

Hi
###
2
conditional formating

ased on what you are looking for, MATCH is used to fetch the position of the value you are looking for.

kup returns any error (including #N/A)

are looking for.