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CTIVITY DURATION

DAYS

JOB DESCRIPTION

1-2 1 Relocation of boundaries-cleaning2-3 2 Construction of eld oce

2-4 5 Delivery of materials2-5 2 Staing and batter boards3-5 ! Digging"e#cavation4-5 1$ Cutting and assembling of steel

reinforcements4-% $ Dummy3-! 12 &aing of forms and door 'ambs5-! ( )ositioning steel reinforcement5-% 5 *orms and sca+oldings

5-, , lectrical. /lumbing and 0ater /i/econnections!-, $ Dummy!-( 2 )ouring of footings and columns%-, 1 Removal of forms

%-1$ 12 C laying and baclling,-1$ % eams and slab forms. reinf nd various

/i/ing installations,-( $ Dummy

,-11 , Roof framing and roong seet

(-11 4 )ouring of beam and slabs1$-11 2 Construction of stair0ays1$-13 12 )lastering and tile 0ors11-12 2 6nstallation of doors and 0indo0s(-14 3 )lumbing 7 drainage system12-14 2 6nstallation of /lumbing #tures12-13 3 6nstall electrical 0iring 7 #tures13-15 , )ainting and varnising

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14-15 2 *inal 0or and cleaning

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2 4 ! ,1$

12

14

1!

1,

2$

22

24

2!

2,

3$

32

34 3! 3, 4$ 42

44

4!

4,

5$

52 54

(-14

2-3

3-! 5-!!-(

3-5 (-11

2-5 5-,

,-11

12-

1414-

151-

2

%-

, ,-1$

2-4

1$-

11

4-5

11-

12

5-%12-13

%-1$

1$-13

13-15

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EXCAVAITION

60 sq. m. X 434.27 Pesos / sqm = 26,056.00

ROOFING WORKS

Roof = 1.2 x 500 = 60,000.00

Steel Deck Cap = 12 x 750 = 9,000.00

Roofing Nails= 2.4 x 250 = 600.00

TOTAL 69,600.00

ROOF FRAMING

Angle Bar = 60 x 450 = 27,000.00

Purlins = 60 x 350= 21,000.00

Anchor Bolt = 60 x 50= 3,000.00

(Welding Services) = 333.33333 x 20000= 20,000.00

D8 S8

C86968:D;R86

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TOTAL = 71,000.00

FLOOR WORKS

1st Floor

Tiles = 200 x 280 = 56,000.00

Adhesive = 12 x 220 = 2,640.00

Cement = 12 x 230 = 2,760.00

TOTAL = 61,400.00

REINFORECMENT

Footings

Rebar 12mm Type 1 (Long Bars) = 8 x 325 = 2,600.00

Rebar 12mm Type 2 (Long Bars) = 8 x 325 = 2,600.00

Rebar 10mm Type 1 (Alternating Bars) = 5 x 135= 675.00

Rebar 10mm Type 2 (Alternating Bars) = 5 x 135= 675.00

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TOTAL = 6,550.00

Column

Rebar 12mm Type 1 (Long Bars) = 32 x 325 = 10,400.00

Rebar 16mm Type 2 (Long Bars) = 13 x 340= 4,200.00

Tie Wire = 13 x 90= 1,170.00

TOTAL = 143,910.00

Beam

Rebar 12mm Type 1 (Long Bars) = 24x 325 = 7,800.00

Rebar 16mm Type 2 (Long Bars) = 10x 340= 3,400.00

Tie Wire = 10x 90= 900.00

TOTAL = 108,900.00

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FORMWORKS (1st Floor)

Column

Plywood

Cocolumber

Ordinary Nails

Tie wire #16

TOTAL = 6,557.24

Beam

Plywood

Cocolumber

Ordinary Nails

Tie wire #16

TOTAL = 19,906.15

Slab

Plywood

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Cocolumber

Ordinary Nails

Tie wire #16

TOTAL = 24,857.12

FORMWORKS (2nd Floor)

Column

Plywood

Cocolumber

Ordinary Nails

Tie wire #16

TOTAL = 6,557.24

Beam

Plywood

Cocolumber

Ordinary Nails

Tie wire #16

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TOTAL = 19,906.15

Slab

Plywood

Cocolumber

Ordinary Nails

Tie wire #16

TOTAL = 24,857.12

CONCRETING

1st Floor

Ready Mix Concrete (7days curing, 3500 psi)

Pumpcrete Consumables

TOTAL 80,235.00

MASONRY WORKS

1st Floor External Wall

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6" CHB

Sand

Gravel

10 mm rebar

Cement

TOTAL 49,059.58

1st Floor Internal Wall

4" CHB

Sand

Cement

Gypsum Board

Metal Studs & Tracks

Gypsum Screw

Gypsum Patty

Gypsum Tape

TOTAL 24,047.83

Total Cost for BOM & BOQ : 1,000,000.00 Php

CONTRACTORS MARK UP 2!: 20,000.00 Php

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"al#$ A%%$% Ta '"AT 12!( : 120,000.00 Php

GRAND TOTAL = 1,370,000.00 Pesos

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ACTIVITY TIME IN DAYS COST COST TO

EXPEDITENORMAL CRASH NORMAL CRASH

1-2 1 1 20,000 25,000 300

2-3 1 1 5000 10,000 300

2-4 1 1 10,000 15,000 300

2-5 6 4 5000 12,000 300

3-5 1 1 3000 6,000 300

4-5 7 5 11,500 20,000 300

4-7 4 2 50,000 65,000 300

3-6 0 0 0 0 300

5-6 5 4 30,000 50,000 300

5-7 10 7 30,000 45,000 300

5-8 5 4 70,000 100,000 300

6-8 10 7 58,000 90,000 300

6-9 0 0 0 0 300

7-8 3 2 26,000 27,000 300

7-10 1 1 10,000 15,000 300

8-10 14 10 60,000 80,000 300

8-9 7 5 50,000 95,000 300

8-11 0 0 0 0 300

9-11 7 7 150,000 200,000 300

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10-11 4 3 40,000 55,000 300

10-13 14 14 50,000 70,000 300

11-12 3 2 120,000 130,000 300

9-14 3 2 30,000 50,000 300

12-14 2 1 15,000 30,000 300

12-13 3 2 15,000 30,000 300

13-15 8 5 90,000 130,000 300

14-15 2 1 6,000 7000 300

TOTAL 994,500 1,370,000 8,400

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