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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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