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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-
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%-
, ,-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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