BILL OF QUANTITIES OF CONCRETE

ITEM TO BE ESTIMATED CALCULATIONSMixture class

Cement Sand GravelQUANTITY LENGTH WIDTH THICK AREA VOLUME Bags cu.m cu.m

SLABSROOF DECK SLABS-1 4 5.5 5.15 0.15 28.325 4.24875 A 38.23875 2.124375 4.24875S-2 4 5.15 4.2 0.15 21.63 3.2445 A 29.2005 1.62225 3.2445S-3 2 5.15 4.3 0.15 22.145 3.32175 A 29.89575 1.660875 3.32175S-4 4 5.5 5.2 0.15 28.6 4.29 A 38.61 2.145 4.29S-5 2 5.2 4.3 0.15 22.36 3.354 A 30.186 1.677 3.354Subtotal: 166.131 9.2295 18.4595TH FLOOR SLABS-1 4 5.5 5.15 0.15 28.325 4.24875 A 38.23875 2.124375 4.24875S-2 4 5.15 4.2 0.15 21.63 3.2445 A 29.2005 1.62225 3.2445S-3 2 5.15 4.3 0.15 22.145 3.32175 A 29.89575 1.660875 3.32175S-4 4 5.5 5.2 0.15 28.6 4.29 A 38.61 2.145 4.29S-5 2 5.2 4.3 0.15 22.36 3.354 A 30.186 1.677 3.354Subtotal: 166.131 9.2295 18.4594TH FLOOR SLABS-1 4 5.5 5.15 0.15 28.325 4.24875 A 38.23875 2.124375 4.24875S-2 4 5.15 4.2 0.15 21.63 3.2445 A 29.2005 1.62225 3.2445S-3 2 5.15 4.3 0.15 22.145 3.32175 A 29.89575 1.660875 3.32175S-4 4 5.5 5.2 0.15 28.6 4.29 A 38.61 2.145 4.29S-5 2 5.2 4.3 0.15 22.36 3.354 A 30.186 1.677 3.354Subtotal: 166.131 9.2295 18.4593RD FLOOR SLABS-1 4 5.5 5.15 0.15 28.325 4.24875 A 38.23875 2.124375 4.24875S-2 4 5.15 4.2 0.15 21.63 3.2445 A 29.2005 1.62225 3.2445S-3 2 5.15 4.3 0.15 22.145 3.32175 A 29.89575 1.660875 3.32175S-4 4 5.5 5.2 0.15 28.6 4.29 A 38.61 2.145 4.29S-5 2 5.2 4.3 0.15 22.36 3.354 A 30.186 1.677 3.354Subtotal: 166.131 9.2295 18.4592ND FLOOR SLABS-1 4 5.5 5.15 0.15 28.325 4.24875 A 38.23875 2.124375 4.24875S-2 4 5.15 4.2 0.15 21.63 3.2445 A 29.2005 1.62225 3.2445S-3 2 5.15 4.3 0.15 22.145 3.32175 A 29.89575 1.660875 3.32175S-4 4 5.5 5.2 0.15 28.6 4.29 A 38.61 2.145 4.29S-5 2 5.2 4.3 0.15 22.36 3.354 A 30.186 1.677 3.354Subtotal: 166.131 9.2295 18.459GROUND FLOORSlab 1 23.7 20.7 0.1 490.59 49.059 441.531 24.5295 49.059Subtotal: 441.531 24.5295 49.059TOTAL: 1272.186 70.677 141.354

BILL OF QUANTITIES OF CONCRETE

ITEM TO BE ESTIMATED CALCULATIONSMixture class

Cement Sand GravelQUANTITY LENGTH WIDTH THICK AREA VOLUME Bags cu.m cu.m

BEAMSRoof deckB-1 12 5.1 0.25 0.4 1.275 6.12 55.08 3.06 6.12B-2 12 5.2 0.25 0.4 1.3 6.24 56.16 3.12 6.24B-3 10 5.5 0.25 0.4 1.375 5.5 49.5 2.75 5.5B-4 10 4.2 0.25 0.4 1.05 4.2 37.8 2.1 4.2B-5 5 4.3 0.25 0.4 1.075 2.15 19.35 1.075 2.15Subtotal: 217.89 12.105 24.21Fifth FloorB-1 12 5.1 0.25 0.4 1.275 6.12 55.08 3.06 6.12B-2 12 5.2 0.25 0.4 1.3 6.24 56.16 3.12 6.24B-3 10 5.5 0.25 0.4 1.375 5.5 49.5 2.75 5.5B-4 10 4.2 0.25 0.4 1.05 4.2 37.8 2.1 4.2B-5 5 4.3 0.25 0.4 1.075 2.15 19.35 1.075 2.15Subtotal: 217.89 12.105 24.21Fourth FloorB-1 12 5.1 0.25 0.4 1.275 6.12 55.08 3.06 6.12B-2 12 5.2 0.25 0.4 1.3 6.24 56.16 3.12 6.24B-3 10 5.5 0.25 0.4 1.375 5.5 49.5 2.75 5.5B-4 10 4.2 0.25 0.4 1.05 4.2 37.8 2.1 4.2B-5 5 4.3 0.25 0.4 1.075 2.15 19.35 1.075 2.15Subtotal: 217.89 12.105 24.21Third FloorB-1 12 5.1 0.25 0.4 1.275 6.12 55.08 3.06 6.12B-2 12 5.2 0.25 0.4 1.3 6.24 56.16 3.12 6.24B-3 10 5.5 0.25 0.4 1.375 5.5 49.5 2.75 5.5B-4 10 4.2 0.25 0.4 1.05 4.2 37.8 2.1 4.2B-5 5 4.3 0.25 0.4 1.075 2.15 19.35 1.075 2.15Subtotal: 217.89 12.105 24.21Second FloorB-1 12 5.1 0.25 0.4 1.275 6.12 55.08 3.06 6.12B-2 12 5.2 0.25 0.4 1.3 6.24 56.16 3.12 6.24B-3 10 5.5 0.25 0.4 1.375 5.5 49.5 2.75 5.5B-4 10 4.2 0.25 0.4 1.05 4.2 37.8 2.1 4.2B-5 5 4.3 0.25 0.4 1.075 2.15 19.35 1.075 2.15Subtotal: 217.89 12.105 24.21

COLUMNS

FIRST FLOOR TO FIFTH FLOOR 30 12.7 0.5 0.5 6.35 95.25 857.25 47.625 95.25

Subtotal: 857.25 47.625 95.25

TOTAL: 1946.7 108.15 216.3

BILL OF QUANTITIES OF REINFORCEMENT STEEL BAR

ITEM TO BE ESTIMATEDMAIN BAR

QUANTITY LENGTH TOP BAR BOTTOM BARSLABS

ROOF DECK SLABS-1S-2S-3S-4S-5Subtotal:5TH FLOOR SLABS-1S-2S-3S-4S-5Subtotal:4TH FLOOR SLABS-1S-2S-3S-4S-5Subtotal:3RD FLOOR SLABS-1S-2S-3S-4S-5Subtotal:2ND FLOOR SLABS-1S-2S-3S-4S-5Subtotal:GROUND FLOORSlab

BILL OF QUANTITIES OF REINFORCEMENT STEEL BAR

ITEM TO BE ESTIMATEDMAIN BAR

QUANTITY LENGTH WIDTH RSB SPACINGSLABS

ROOF DECK SLABS-1S-2S-3S-4S-5Subtotal:5TH FLOOR SLABS-1S-2S-3S-4S-5Subtotal:4TH FLOOR SLABS-1S-2S-3S-4S-5Subtotal:3RD FLOOR SLAB

S-1S-2S-3S-4S-5Subtotal:2ND FLOOR SLABS-1S-2S-3S-4S-5Subtotal:GROUND FLOORSlab

BILL OF QUANTITIES OF REINFORCEMENT STEEL BAR

NO OF STIRRUPS Cement SandGravelcu.m

SLABS

BILL OF QUANTITIES OF REINFORCEMENT STEEL BARMAIN BAR

NO. OF RSB 12mm 16 GI TIE WIRESLABS

LEVEL No. of beams Length b d Perimeter Area Lumber

Bill of Qualities for FormworksBEAMS

Using 1/4" x 4' x8' plywood, and 2"x 2" lumber

LEVEL No. of beams Length b d Perimeter Area Lumber

Ground FloorB-1 12 5.1 0.25 0.4 1.15 70.38 25 626.5B-2 12 5.2 0.25 0.4 1.15 71.76 25 626.5B-3 10 5.5 0.25 0.4 1.15 63.25 22 551.32B-4 10 4.2 0.25 0.4 1.15 48.3 17 426.02B-5 5 4.3 0.25 0.4 1.15 24.725 9 225.54Subtotal: 98 2455.88Fifth Floor 0.1 0 0 0B-1 12 5.1 0.25 0.4 1.15 70.38 25 626.5B-2 12 5.2 0.25 0.4 1.15 71.76 25 626.5B-3 10 5.5 0.25 0.4 1.15 63.25 22 551.32B-4 10 4.2 0.25 0.4 1.15 48.3 17 426.02B-5 5 4.3 0.25 0.4 1.15 24.725 9 225.54Subtotal: 98 2455.88Fourth Floor 0.1 0 0 0B-1 12 5.1 0.25 0.4 1.15 70.38 25 626.5B-2 12 5.2 0.25 0.4 1.15 71.76 25 626.5B-3 10 5.5 0.25 0.4 1.15 63.25 22 551.32B-4 10 4.2 0.25 0.4 1.15 48.3 17 426.02B-5 5 4.3 0.25 0.4 1.15 24.725 9 225.54Subtotal: 98 2455.88Third Floor 0.1 0 0 0B-1 12 5.1 0.25 0.4 1.15 70.38 25 626.5B-2 12 5.2 0.25 0.4 1.15 71.76 25 626.5B-3 10 5.5 0.25 0.4 1.15 63.25 22 551.32B-4 10 4.2 0.25 0.4 1.15 48.3 17 426.02B-5 5 4.3 0.25 0.4 1.15 24.725 9 225.54Subtotal: 98 2455.88Second Floor 0.1 0 0 0B-1 12 5.1 0.25 0.4 1.15 70.38 25 626.5B-2 12 5.2 0.25 0.4 1.15 71.76 25 626.5B-3 10 5.5 0.25 0.4 1.15 63.25 22 551.32B-4 10 4.2 0.25 0.4 1.15 48.3 17 426.02B-5 5 4.3 0.25 0.4 1.15 24.725 9 225.54Subtotal: 98 2455.88

COLUMNUsing 1/4" x 4' x8' plywood, and 2"x 2" lumber

30 2.7 0.5 0.5 2.2 178.2 62 1553.72

Subtotal: 62 1553.72TOTAL: 552 13833.12

No. of plywood

No. of plywood

FIRST FLOOR TO FIFTH

FLOOR

BILL OF QUANTITIES FOR MASONRY

(Class A Mixture, 20x40x10 cm CHB, 16mm plaster, 0.12 cement mortar)

LEVEL QUANTITY FLOOR HEIGHT C-C DISTANCE BEAM DEPTH(m)

GROUND

4 2.7 5.15 0.4 0.54 2.7 5.2 0.4 0.54 2.7 5.5 0.4 0.54 2.7 4.2 0.4 0.52 2.7 4.3 0.4 0.5

Subtotal:

Second Floor

4 2.5 5.15 0.4 0.54 2.5 5.2 0.4 0.54 2.5 5.5 0.4 0.54 2.5 4.2 0.4 0.52 2.5 4.3 0.4 0.5

Subtotal:

Third Floor

4 2.5 5.15 0.4 0.54 2.5 5.2 0.4 0.54 2.5 5.5 0.4 0.54 2.5 4.2 0.4 0.52 2.5 4.3 0.4 0.5

Subtotal:

Fourth Floor

4 2.5 5.15 0.4 0.54 2.5 5.2 0.4 0.54 2.5 5.5 0.4 0.54 2.5 4.2 0.4 0.52 2.5 4.3 0.4 0.5

Subtotal:

Fifth Floor

4 2.5 5.15 0.4 0.54 2.5 5.2 0.4 0.54 2.5 5.5 0.4 0.54 2.5 4.2 0.4 0.52 2.5 4.3 0.4 0.5

Subtotal:TOTAL: =

COLUMN D(m)

BILL OF QUANTITIES FOR MASONRY

(Class A Mixture, 20x40x10 cm CHB, 16mm plaster, 0.12 cement mortar)

Cement sand

267 0.06417 0.801 0.34224 22 1.20741270 0.06486 0.81 0.34592 22 1.22078288 0.069 0.864 0.368 24 1.301213 0.05106 0.639 0.27232 18 0.96238218 0.05244 0.654 0.27968 18 0.98612

1257 0.30153 3.768 1.60816 104 5.67769244 0.05859 0.732 0.31248 20 1.10307247 0.05922 0.741 0.31584 21 1.11606263 0.063 0.789 0.336 22 1.188194 0.04662 0.582 0.24864 16 0.87726199 0.04788 0.597 0.25536 17 0.90024

1148 0.27531 3.441 1.46832 96 5.18463244 0.05859 0.732 0.31248 20 1.10307247 0.05922 0.741 0.31584 21 1.11606263 0.063 0.789 0.336 22 1.188194 0.04662 0.582 0.24864 16 0.87726199 0.04788 0.597 0.25536 17 0.90024

1148 0.27531 3.441 1.46832 96 5.18463244 0.05859 0.732 0.31248 20 1.10307247 0.05922 0.741 0.31584 21 1.11606263 0.063 0.789 0.336 22 1.188194 0.04662 0.582 0.24864 16 0.87726199 0.04788 0.597 0.25536 17 0.90024

1148 0.27531 3.441 1.46832 96 5.18463244 0.05859 0.732 0.31248 20 1.10307247 0.05922 0.741 0.31584 21 1.11606263 0.063 0.789 0.336 22 1.188194 0.04662 0.582 0.24864 16 0.87726199 0.04788 0.597 0.25536 17 0.90024

1148 0.27531 3.441 1.46832 96 5.184635849 1.40277 17.547 7.48144 488 26.41621

pcs cu.m cu.m cu.m bags cu.m

NO. OF CHB(pcs)

Vol. Mortar(Layer of

blocks)

Vol. of mortar(Holl

ow core)

Vol. of mortar(plast

er)

BILL OF MATERIALSDESCRIPTION OF MATERIALS QUANTITY UNIT UNIT COST TOTAL COST

I. CONCRETE WORKS

1. Cement 3219 bags 220 7081802. Gravel 357.654 cu.m 450 160944.33. Sand 178.827 cu.m 550 98354.85

II. MASONRY

1. Cement 488 bags 220 1073602. Sand 26.43121 cu.m 550 14537.16553. Concrete Hollow Blocks 5849 pcs. 12 70188

III. Formworks

1. 1/4" x 4' x8' plywood 782 pcs. 300 2346002. 2"x 2" lumber 13833.12 bd.ft 110 1521643.2

IV. Metal Reinforcement

1. 10mm dia. -6m Rebar 225 pcs. 155 348752. 12mm dia. -6m Rebar 1505 pcs. 155 2332753. 20mm dia. -6m Rebar 353 pcs. 155 547154. 25mm dia. -6m Rebar 1504 pcs. 155 2331205. #16 G.I. Tie Wire 1460 kg. 60 87600

V. Labor 1215127.38

TOTAL: ₱ 3936340.146

1272.1861946.770.677108.15

141.354216.3