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    A. MASONRY, CARPENTRY & STEEL WORKS

    Materials Unit price

    408 bags Cement P 250.00 / bag P

    32.5 cu. m. Sand 300.00 / cu. m

    26 cu. m. Gravel 500.00 / cu. m

    2240 pcs. CHB( 10x20x40) 12.00 / pc.

    345 pcs. CHB(15x20x40) 18.00 / pc.

    440 pcs. Tiles(20x20) 22.00 / pc.

    340 pcs. Tiles(40x40) 60.00 / pc.

    34 kgs. Tile Grout 35.00 / kgs.

    4 pcs. Tile Edging 45.00 / pc.

    248 pcs. 10mm RSB 125.00 / pc.454 pcs. 12mm RSB 180.00 / pc.

    54 kgs. Tire Wire No. 16 70.00 / kgs.

    10 kgs. 3" CWN 44.00 / kgs.

    8 kgs. 1 1/2 " CWN 49.00 / kgs.

    745 pcs. CCL (2"x2"x12') 2980bd.ft 13.00 / bd.ft.

    200 pcs. CCL (2"x3"x12') 1200bd.ft 13.00 / bd.ft.

    105 pcs. Good Lumber (2"x2"x12') 420bd.ft. 48.00 / bd.ft.

    58 pcs. Plywood (1/4" thk ordinary) 350.00 / pc.

    28 pcs. Marine Plywood (1/4" thk) 420.00 / pc.

    10 gal. Primer(latex) 450.00 / gal.8 gal. Latex Semi-gloss Paint 530.00 / gal.

    2 gal. Latex Semi-gloss Paint 530.00 / gal.

    3 gal. acrycolor 450.00 / liter

    2 pcs. Paint brush (3") 45.00 / pc.

    2 pcs. Paint brush (2") 30.00 / pc.

    2 pcs. Paint roller 120.00 / pc.

    1 bottle Thinner 10.00 / pc.

    Total P

    Material Cost P 424732 .00

    Labor Cost 169892.8 .00

    VAT 50968 .00

    Contingency 42473 .00

    Total P 688066 .00

    PROGRAM OF WORKS

    Quantity

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    B. PLUMBING

    2 bags Cement P 250.00 / bag P

    0.5 cu. m. Sand 300.00 / cu. m

    0.5 cu. m. Gravel 500.00 / cu. m

    2 pcs. 3" PVC Pipe (3m) 120.00 / pc.

    2 pcs. 2" PVC Pipe (3m) 70.00 / pc.3 pcs. 1/2 " G.I Pipe 50.00 / pc.

    1 pcs. 3/4 "G.I. Pipe 75.00 / pc.

    2 pcs. long sweep elbow (3" PVC) 16.00 / pc.

    1 pcs. cleanout w/ cover (4" ) 30.00 / pc.

    1 pcs. tee reducer (3"x2" ) 33.00 / pc.

    2 pcs. wye (3" ) 58.00 / pc.

    1 pc. 2" 1/4 bend elbow 11.00 / pc.

    2 pcs. 2 " x 2 " tee 16.00 / pc.

    3 pcs. Sanitary Tee (3" PVC) 35.00 / pc.

    1 pc. 1/2 " plain tee 14.00 / pc.1 pc. 1/2" plain elbow 10.00 / pc.

    3 pcs. 1/2" elbow w/ one end threaded 16.00 / pc.

    1 pc. 1/2" tee, cross side w/ one end threaded 25.00 / pc.

    1 set Water Closet w/ tank 1200.00 / pc.

    1 set Lavatory 450.00 / pc.

    1 pcs. stainless steel double kitchen Sink 3450.00 / pc.

    1 pcs. Tissue Holder 300.00 / pc.

    2 pcs. Faucet 150.00 / pc.

    2 pcs. P-trap (2") 35.00 / pc.

    1 pcs. Floor Drain 130.00 / pc.2 can solvent cement (60ml) 48.00 / can

    5 pcs. Teflon Tape 12.00 / pc.

    Total P

    Material Cost P 8017 .00

    Labor Cost 3207 .00

    VAT 962 .00

    Contingency 802 .00

    Total P 12988 .00

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    C. ELECTRICAL

    8 pcs. Flourescent lamp (40watts) P 195.00 / pc. P

    5 pcs. Flourescent bulb (50watts) 24.00 / pc.

    5 pcs. 2 gang outlet 135.00 / pc.

    3 pcs. 1 way switch 90.00 / pc.5 pcs. 2 way switch 135.00 / pc.

    2 pcs. Aircon outlet 132.00 / pc.

    2 pcs. Airconditioning Unit 23000.00 / pc.

    8 pcs. Junction Box 20.00 / pc.

    2 pcs. Circuit Breaker (20 ampere) 275.00 / set

    1 pcs. Circuit Breaker (30 ampere) 275.00 / set

    25 pcs. PVC Clamps 3.00 / pc.

    3 pcs. electrical tape (big) 28.00 / pc.

    13 pcs. Receptacle 45.00 / pc.

    1 roll Flexible pipe 1"Moldflex 950.00 / roll1 roll THHN Wire #14 Stranded 2500.00 / roll

    1 roll THHN Wire #12 Stranded 3600.00 / roll

    Total P

    Material Cost P 58343 .00

    Labor Cost 23338 .00

    VAT 7001 .00

    Contingency 5834 .00

    Total P 94516 .00

    D. EXCAVATION

    Lumpsum P 6000.00

    Material Cost P 6000 .00

    Labor Cost 2400 .00

    VAT 720 .00Contingency 600 .00

    Total P 9720 .00

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    D. DOORS AND WINDOWS

    1 pcs. D1, 1.60mx2.10m, Double Swing P 101600 / set P

    alum Framing Door w/ 1/4 thk

    clear glass2 pcs. D-2, 0.80mx2.10m Flush door 4000 / set

    w/ Jambs

    1 pcs. D-3, 0.80mx2.10m Panel 3500 / set

    Type door

    1 pcs. W-1, 3.00mx1.20m alum. Sliding 8000 / set

    window w/ 1/4 thk glass

    2 pcs. W-2, 0.60mx1.20m sliding wnd.

    w/ 1/4 thk clear glass 2100 / set

    2 pcs. W-3, 2.40mx1.20m sliding wnd.

    w/ 1/4 thk clear glass 6000 / set1 pcs. W-4, jalousie window 2000 / set

    1 pcs. W-5, glass window 1500 / set

    P

    Material Cost P 140800 .00

    Labor Cost 56320 .00

    VAT 16896 .00

    Contingency 14080 .00

    Total P 228096 .00

    E. SIGNAGE

    1 Lumpsum P 3000.00

    Material Cost P 3000 .00

    Labor Cost 1200 .00

    VAT 360 .00

    Contingency 300 .00

    Total P 4860 .00

    SUMMARY:

    Material Cost P 640892 .00

    Labor Cost 256358 .00

    VAT 76907 .00

    Contingency 65843 .00

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    Grand Total P 1,040,000 .00

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    Total Price

    102000

    9750

    13000

    26880

    6210

    9680

    20400

    1190

    180

    3100081720

    3780

    440

    392

    38740

    15600

    20160

    20300

    11760

    45004240

    1060

    1350

    90

    60

    240

    10

    424732 .00

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    500

    150

    250

    240

    140150

    75

    32

    30

    33

    116

    11

    32

    105

    1410

    48

    25

    1200

    450

    3450

    300

    300

    70

    13096

    60

    8017 .00

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    1560

    120

    675

    270675

    264

    46000

    160

    550

    275

    75

    84

    585

    9502500

    3600

    58343 .00

    6000 .00

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    101600

    8000

    3500

    8000

    4200

    120002000

    1500

    140800 .00

    3000 .00

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    IMMEDIATE DURATION

    PREDECESSO (DAYS)

    A Clear Site & Excavate 3

    Pour footers, assemble Reinforcement

    for columns & beamsPut forms, scaffolding & pour

    concrete foundations

    D Pour beams & slabs C 11

    E Lay CHB for walls and parapet walls D 12

    F Install drains and rough wiring E 10

    G Pour flooring E 5

    H Install rough plumbing & septic tank G 2

    I Install airconditioning unit F 1

    J Plaster walls, beams, columns & slab E,I 8

    K Lay stairs, ramp & install railings J 4L Lay tiles K 11

    M Install doors, windows & cabinets J 12

    N Finish plumbing & Electrical works F,H 7

    O Install ceiling J 9

    P Sand and paint walls O 4

    Q Install signage P 2

    C B 7

    OB NAM DESCRIPTION

    B

    COMMERCIAL BUILDING

    A 12

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    JOB IMMEDIATE DURATION

    NAME PREDECESSOR (DAYS)

    Pour footers, assemble Reinforcement

    for columns & beams

    Put forms, scaffolding & pour

    concrete foundations

    2

    1

    5

    4

    5

    H

    I

    J

    K

    L

    Install rough plumbing & septic tank

    Install airconditioning unit

    Plaster walls, beams, columns & slab

    Lay stairs, ramp & install railings

    Lay tiles

    G

    F

    E,I

    J

    K

    Install doors, windows & cabinets J 4Finish plumbing & Electrical works

    Install ceiling

    Q

    P

    O

    NM

    O 4

    1

    E 3

    Sand and paint walls

    Install signage P

    J

    F,H 4

    2

    E 2

    E

    F

    G Pour flooring

    Install drains and rough wiring

    Lay CHB for walls and parapet walls D 6

    D Pour beams & slabs C 3

    1

    COMMERCIAL BUILDING

    DESCRIPTION

    B A 5

    A Clear Site & Excavate

    C B 2

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    TOTAL EARLIEST LATEST EARLIEST LATEST TOTAL FREE CRITICAL

    COST START START FINISH FINISH FLOAT FLOAT PATH

    P9720.00 0 0 3 3 0 0

    P128100.00 22 22 33 33 0 0

    P55436.00 33 33 45 45 0 0

    P46789.00 45 45 55 55 0

    P66968.00 45 65 50 70 20

    P8325.00 50 70 52 72 20

    P4600.00 55 55 56 56 0

    P68799.00 56 56 64 64 0

    P66968.00 64 64 68 68 0P52780.00 68 68 79 79 0

    P 228096.00 64 67 76 79 3

    P53283.00 55 72 62 79 17

    P 51711.00 64 64 73 73 0

    P20542.00 73 73 77 77 0

    P4860.00 77 77 79 79 0

    0

    0

    015 15 22 22

    P128100.00

    P66968.00

    CONSTRUCTION PROJECT (CLINIC)

    3 3 15 15 0

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    TOTAL EARLIEST LATEST EARLIEST LATEST TOTAL FREE CRITICAL

    COST START START FINISH FINISH FLOAT FLOAT PATH

    0

    0

    0

    0

    0

    8

    0

    0

    0

    0

    30

    20

    25

    29

    34

    22

    20

    25

    29

    34

    28

    19

    20

    25

    29

    20

    19

    20

    25

    29

    P7,028.00

    P4,600.00

    P67,502.00

    P65,671.00

    P51,483.00

    25 29 29

    P 50,414.00 25 25 27

    0 5P 225,502.00 25

    27 0

    34 2 2

    P19,245.00 27 29 31 33 2 0

    P4,860.00 31 33 32

    0P65,671.00 17 17

    0

    P51,986.00 22 30 26 34 8 8

    0

    P45,492.00 17 17 19 19 0 0

    11 11 17 17 0

    11 0

    P54,139.00

    P125,506.00 8 8 11

    20 20 0

    1 1 0 0P9,720.00 0 0

    0

    CONSTRUCTION PROJECT (CLINIC)

    P125,510.00 1 1 6 6 0 0

    P65,671.00 6 6 8 8 0 0

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    ,

    ,

    ,

    ,

    ,

    ,

    ,

    ,

    ,

    ,

    ,

    ,

    ,

    ,

    ,

    1,040,000

    125,510

    65,671

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    , .

    , .

    , .

    , .

    , .

    , .

    , .

    , .

    , .

    , .

    , .

    , .

    , .

    , .

    , .

    25,102.00

    32,835.50

    B

    C

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    PROJECT DATA CONSTRUCTION

    PERIOD:34 DAYS

    DURATION(DAYS) 1 2 3 4 5 6

    IDEAL

    ACCOMPLISHMENT

    PROJECTED

    ACCOMPLISHMENT

    DAILY

    CASH FLOW

    CUMULATIVE

    CASH FLOW

    11 12 13 14 15 16

    21 22 23 24 25 26

    31 32 33 34

    9,720 34,822 135,230110,12885,026

    513,319

    17,01449.36

    52.8

    9,023 9,023

    344,451335,428326,405

    26,497

    556,830 583,327

    26,497 26,497

    530,333

    17,01450.99

    55.8

    41,835 9,023

    P

    25,102 25,102 25,102 25,102

    35.72

    5.76 8.18 10.59 13.00

    9,023

    33.99

    371,520

    0.93

    0.93

    31.39

    110,99769.31

    353,474

    9,023

    59.4

    53.54

    68.7

    56.09

    62.1

    58.64

    10,297 10,297

    15.7

    34.7

    32.25 33.12 34.86

    40.6 41.8 13.4

    3.35

    25,102

    4.3 7.4

    37 39.5

    9,720

    10.2 12.6

    609,824 720,821

    362,497

    59,924

    15,108 15,158

    96.56 98.02 99.01 100.00 %

    98.6 98.9 99.01 100 %

    79.2

    0.00

    20.00

    40.00

    60.00

    80.00

    100.00

    120.00

    0 5 10 15 20 25 30 35

    COMMERCIAL BUILDING (CLINIC) S-CU

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    1 2 3 4 5 6

    ideal 0.93 4.3 7.4 10.2 12.6 15.7

    projected 0.93 3.35 5.76 8.18 10.59 13.00

    daily cash flow

    cumulative cash flow

    1,004,248 1,019,406 1,029,703 1,040,000 P

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    CONSTRUCTION

    COST:P 1,040,000.00

    7 8 9 10

    17 18 19 20

    27 28 29 30

    26,490

    496,305

    284,570242,735168,065 200,900

    47.9

    45.17

    44,636

    49.6

    9,023 44,636

    86.19

    425,179

    32,835

    19.32 23.34 27.36

    36.59

    32,835 41,835 41,835

    380,543 469,815

    47.72

    98,001 77,605 77,60578.73

    19.4

    16.16

    22.7 27.1 30.7

    44.5 45.3

    40.88

    989,140818,822 896,427 974,032

    15,10893.66

    86.7 92.4 95.9 97.4

    95.11

    40

    VE

    projected accomplishment

    ideAl Accomplishment

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    7 8 9 10 11 12 13 14

    19.4 22.7 27.1 30.7 34.7 37.6 39.5 40.6

    16.16 19.32 23.34 27.36 31.39 32.25 33.12 33.99

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    15 16 17 18 19 20 21 22 23

    41.8 43.4 44.5 45.3 47.9 49.6 52.8 55.8 59.4

    34.86 35.72 36.59 40.88 45.17 47.72 49.36 50.99 53.54

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    24 25 26 27 28 29 30 31

    62.1 68.7 79.2 86.7 92.4 95.9 97.4 98.6

    56.09 58.64 69.31 78.73 86.19 93.66 95.11 96.56

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    32 33 34

    98.9 99.01 100

    98.02 99.01 100.00

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    PROJECT DATA CONSTRUCTION

    PERIOD:34 DAYS

    DURATION(DAYS) 1 2 3 4 5 6

    IDEAL

    ACCOMPLISHMENT

    PROJECTED

    ACCOMPLISHMENT

    DAILY

    CASH FLOW

    CUMULATIVE

    CASH FLOW

    11 12 13 14 15 16

    21 22 23 24 25 26

    31 32 33 34

    0.93 3.35 5.76 8.18 10.59 13.00

    0.93 4.3 7.4 10.2 12.6 15.7

    9,720 25,102 25,102 25,102 25,102 25,102

    9,720 34,822 59,924 85,026 110,128 135,230

    34.7 37 39.5 40.6 41.8 13.4

    31.39 32.25 33.12 33.99 34.86 35.72

    41,835 9,023 9,023 9,023 9,023 9,023

    326,405 335,428 344,451 353,474 362,497 371,520

    52.8 55.8 59.4 62.1 68.7 79.2

    49.36 50.99 53.54 56.09 58.64 69.31

    17,014 17,014 26,497 26,497 26,497 110,997

    513,319 530,333 556,830 583,327 609,824 720,821

    98.6 98.9 99.01 100 %

    1,004,248 1,019,406 1,029,703 1,040,000 P

    96.56 98.02 99.01 100.00 %

    15,108 15,158 10,297 10,297 P

    0.00

    20.00

    40.00

    60.00

    80.00

    100.00

    120.00

    0 5 10 15 20 25 30 35 40

    COMMERCIAL BUILDING (CLINIC) S-CURVE

    projected accomplishment

    ideAl Accomplishment

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    1 2 3 4 5 6

    ideal 0.93 4.3 7.4 10.2 12.6 15.7

    projected 0.93 3.35 5.76 8.18 10.59 13.00daily cash flow

    cumulative cash flow

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    CONSTRUCTION

    COST:P 1,040,000.00

    7 8 9 10

    17 18 19 20

    27 28 29 30

    16.16 19.32 23.34

    19.4 22.7 27.1 30.7

    27.36

    168,065 200,900 242,735

    32,835 32,835 41,835 41,835

    284,570

    44.5 45.3 47.9 49.6

    36.59 40.88 45.17 47.72

    9,023 44,636 44,636 26,490

    380,543 425,179 469,815 496,305

    86.7 92.4 95.9 97.4

    78.73 86.19 93.66 95.11

    98,001 77,605 77,605 15,108

    818,822 896,427 974,032 989,140

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    7 8 9 10 11 12 13 14

    19.4 22.7 27.1 30.7 34.7 37.6 39.5 40.6

    16.16 19.32 23.34 27.36 31.39 32.25 33.12 33.99

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    15 16 17 18 19 20 21 22 23

    41.8 43.4 44.5 45.3 47.9 49.6 52.8 55.8 59.4

    34.86 35.72 36.59 40.88 45.17 47.72 49.36 50.99 53.54

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    24 25 26 27 28 29 30 31

    62.1 68.7 79.2 86.7 92.4 95.9 97.4 98.6

    56.09 58.64 69.31 78.73 86.19 93.66 95.11 96.56

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    32 33 34

    98.9 99.01 100

    98.02 99.01 100.00

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