BOQ Boundary Walls
BOQ Boundary Walls
BOQ Boundary Walls
LENGTH
70.00 m
FTNG / COL. SPACING
Nos. of FOOTING / COL
3.00 m
24.33 pcs
MARK
F1
QTY
24.33
Width
(m)
Length
(m)
Depth
(m)
0.80
0.80
1.00
24.333333333
Vol.
m3
MH/
m3
Man
Hours
RATE/
Hour
Cost
Php
17.13
20
342.61333
43.75
14989.33333
17.130667
OH+Mark Up
PhP
40%
40%
14989.33333
5,995.73
UNIT
AMNT
RATE
PhP
1,225.00
5,995.73
20,985.07
20,985.07
20,985.07
OK
MARK
QTY
Width
(m)
Length
(m)
Depth
(m)
Vol.
m3
MH/
m3
Man
Hours
RATE/
Hour
Cost
Php
F1
24.333333333
0.80
0.80
1.00
14.327467
114.61973
37.5
4298.24
24.333333333
14.327467
Lbr+OH+Mark Up
PhP
40%
40%
4298.24
1,719.30
UNIT
AMNT
RATE
PhP
420.00
1,719.30
6,017.54
6,017.54
6,017.54
OK
MARK
TB-1
QTY
23.33
Width
(m)
Length
(m)
Depth
(m)
Vol.
m3
MH/
m3
Man
Hours
RATE/
Hour
Cost
Php
0.25
3.00
0.50
9.63
20
192.5
43.75
8421.875
23.333333333
9.63
MARK
QTY
Width
Length
OH+Mark Up
PhP
40%
40%
8421.875
3,368.75
UNIT
AMNT
RATE
PhP
1,225.00
3,368.75
11,790.63
11,790.63
Cmnt =
10
OK
Sand=
0.44
Gravel=
CONC.
0.88
CMNT
ITEM
MARK
QTY
F1
24.333333333
(m)
(m)
(m)
SIZE
0.80
0.80
0.30
12
Nos.
6.33
L/pc.
1.1
LM
Pcs/6m.
COST
194.95056 32.49175926
5,459
32.49175926
5,459
24.333333333
SIZE
Nos.
L/pc.
12
6.3333333333
1.1
LM
V(m3)
Bags
194.9505555556 32.4917592593
Pcs/6m.
COST
5,459
5.14
51.392
32.4917592593
5,459
5.14
51.392
ITEM
MARK
F1
F2
F3
RE BARS (PhP)
CEMENT (Php)
10,917.23
SAND (PhP)
12,303.24
1,424.59
5,223.48
12,303.24
10,917.23
GRAVEL
481.80
1,429.64
MARK
QTY
Width
(m)
Thick
(m)
Height
(m)
SIZE
Nos.
C1
24.333333333
0.25
0.25
4.00
12
856.29
24.333333333
COST
142.715
23,976
142.715
23,976
481.80
Cmnt =
50%
31,779.98
ITEM
SubTotal (PhP)
5,223.48
NAILS (PhP)
1,429.64
1,424.59
UNIT
Lbr+OH+Mark Up
31,779.98
10
Sand=
Nos.
10
27.666666667
50%
RATE
15,889.99
50%
9,275.76
50%
15,889.99
0.44
SIZE
PhP
Gravel=
0.88
CONC.
Pcs/6m.
COST
CMNT
V(m3)
Bags
774.2055555556 129.0342592593
14,903
6.69
66.916666667
129.0342592593
14,903
6.69
66.916666667
ITEM
MARK
C1
C2
C3
RE BARS (PhP)
CEMENT (Php)
38,879.58
SAND (PhP)
16,019.85
38,879.58
16,019.85
GRAVEL
1,854.93
1,854.93
6,801.41
6,801.41
NAILS (PhP)
5,978.48
5,978.48
GOOD LUMBER
1,606.00
1,606.00
PLYWOOD
12,876.55
12,876.55
SubTotal (PhP)
6,183
6,183.06
90,199.86
90,199.86
MARK
QTY
Width
Thick
Height
GOOD FORMS
CWN
ITEM
MARK
QTY
(m)
(m)
(m)
W (in)
T (in)
L (Ft)
Nos.
Bd. Ft.
292
0
856.53
0.00
0.00
C1
24.333333333
C2
0.25
0.00
0.25
0.00
4.00
0.00
2
2
2
2
8.00
8.00
C3
0.00
0.00
0.00
8.00
24.333333333
COST
12,877
-
292
MARK
QTY
Width
(m)
Thick
(m)
Length
(m)
TB-1
23.333333333
0.25
0.30
3.00
W (m.)
L (m.)
T (mm.)
Nos.
A (Ft2)
1.22
1.22
2.44
2.44
4.5
4.5
19.95
0.00
2.9768
2.9768
1.22
2.44
4.5
0.00
2.9768
12,877
SIZE
Nos.
12
12
2
2
4.00
4.00
205.33333
205.33333
34.22
34.22
Cmnt =
COST
5,749
5,749
10
Kgs.
6,183
-
19.95
COST
6,183
Sand=
0.44
SIZE
Nos.
26.00
1.10
Gravel=
0.88
CONC.
Pcs/6m.
V(m3)
Bags
127.91
11,537
6.04
60.375
127.9055555556
11,537
6.0375
60.375
767.43
COST
CMNT
11,499
23.333333333
68.44444444
#REF!
MARK
QTY
Width
(m)
Thick
(m)
Length
(m)
W (in)
T (in)
TB-1
23.333333333
0.25
0.30
3.00
GOOD FORMS
L (Ft)
Nos.
Bd. Ft.
14.76
918.40
8.00
918.40
23.333333333
COST
LS (m2)
BS (m2)
21.00
42.00
CWN
Nos.
COST
Kgs.
14.11
14.11
MARK
TB-1
M A T E R I A L S
RE BARS (PhP)
CEMENT (Php)
SAND (PhP)
GRAVEL
NAILS (PhP)
GOOD LUMBER
23,035.75
14,453.78
1,673.60
6,136.52
1,505.78
385.00
23,035.75
14,453.78
1,673.60
6,136.52
22,263.89
1,505.78
385.00
PLYWOOD
SubTotal (PhP)
47,190.41
47,190.41
MARK
W1
QTY
24.33
CLASS "B"
Length
Height
Thick
(m)
(m)
(m)
SIZE
Nos.
L/pc.
LM
Pcs/6m.
3.00
2.75
0.13
10
6.00
3.00
459.90
76.65
CHB 5
SIZE
Nos.
L/pc.
LM
Pcs/6m.
10
4.58
3.00
368.0416666667
61.34
COST
A (m2)
7,422
7422.17
Nos.
210.79
2,635
210.8
2,635
MARK
QTY
W1
24.333333333
Length
Height
Area
(m)
(m)
(m2)
3.00
2.75
421.58
Cmnt=
CLASS "B"
9.5
Plaster
Sides
T(m)
2.00
0.030
421.58
MARK
B1
QTY
24.33
Width
(m)
Thick
(m)
Length
(m)
SIZE
Nos.
0.12
0.15
3.00
10
240.9
0.00
0
40.15
0.00
0.00
COST
4,637
4,637
Cmnt =
Sand=
SIZE
Nos.
37.50
0.54
542.03
0.44
Gravel=
0.88
CONC.
Pcs/6m.
COST
CMNT
V(m3)
Bags
90.34
8,537
1.45
11.5632
90.3375
8,537
1.4454
11.5632
#REF!
24.333333333
40.15
#REF!
MARK
QTY
Width
(m)
Thick
(m)
Length
(m)
W (in)
T (in)
B1
24.333333333
0.12
0.15
3.00
9.8
638.51
12.00
7.5
15.50
24.333333333
GOOD FORMS
L (Ft)
Nos.
CWN
LS (m2)
BS (m2)
5,759
10.95
8.76
10.95
30.66
10.30
1095.00
9,877
0.00
0.00
0.00
1733.51
15,636
Bd. Ft.
COST
Nos.
COST
Kgs.
5,988
-
10.30
5,988
MARK
B1
M A T E R I A L S
RE BARS (PhP)
CEMENT (Php)
SAND (PhP)
GRAVEL
NAILS (PhP)
GOOD LUMBER
PLYWOOD
SubTotal (PhP)
13,174.22
2,768.23
419.74
1,539.06
2,296.58
1,204.50
15,636.23
5,988
43,026.46
13,174.22
2,768.23
419.74
1,539.06
4,727.04
2,296.58
1,204.50
15,636.23
5,987.90
43,026.46
43,026.46
CMNT
SAND
GRVL
TIE WIRE
NAILS
TOTAL
COST
V(m3)
COST
V(m3)
12,303
2.26
1425
4.52
COST
5,223
Kg
16.2
COST
1,430
Kg
7
COST
482
COST
31,780
12,303
2.26
1425
4.52
5,223
16
1,430
482
31,779.98
V(m3)
COST
V(m3)
16,020
2.94
1855
5.89
6,801
16,020
2.94
1855
5.89
6,801
AMNT
PhP
47,669.97
47,669.97
47,669.97
OK
CMNT
SAND
COST
GRVL
MARK UP
60%
60%
PhP
54,119.92
60%
60%
54,119.92
CWN
TIE WIRE
COST
Kg
UNIT
AMNT
RATE
PhP
21,567.09
144,319.78
144,319.78
144,319.78
NAILS
COST
67.9
5,978
Kg
TOTAL
COST
24.3
5,978
COST
1,606
71,140
1,606
71,140
OK
TIE WIRE
NAILS
TOTAL
COST
Kg
COST
Kg
COST
COST
19,060
-
CMNT
SAND
COST
GRVL
TIE WIRE
V(m3)
COST
V(m3)
14,454
2.66
1674
5.31
COST
6,137
Kg
14,454
2.66
1674
5.31
6,137
NAILS
COST
17.1
19,060
Kg
1,506
TOTAL
COST
5.8
1,506
COST
385
41,441
5,749
385
47,190
#REF!
CWN
TIE WIRE
COST
Kg
NAILS
COST
Kg
TOTAL
COST
COST
-
0.00
0.00
#REF!
MARK UP
40%
PhP
40%
18,876.16
UNIT
AMNT
RATE
PhP
10,942.70
18,876.16
66,066.57
66,066.57
66,066.57
OK
CHB LAYING
CLASS "B"
Cmnt=
Sand=
8.5
Layers
CHB 5
COST
Nos.
26,348.44
14.75
26,348.44
Vol (m )
4.20
CMNT
Vol (m )
3
LABOR COST
MATLS
Cell
3
6 M2/MD
Bags
SAND
TOTAL
25%
MAN
MASON
TOTAL
MAN
HELPER
TOTAL
OH-PRFT
DAYS
RATE
MASON
DAYS
RATE
HELPER
COST
V(m3)
COST
COST
16.00
10,082.16
89,977.43
22,494.36
10,082.16
89,977.43
22,494.36
11.80
136.03
32,565.37
11.80
136.03
32,565.37
35.13
460.00
16,160.38
35.13
300.00
10,539.38
CHB LAYING
Sand=
LABOR COST
MATLS
Vol
CMNT
(m3)
Bags
SAND
COST
V(m3)
COST
TOTAL
25%
MAN
MASON
TOTAL
MAN
HELPER
TOTAL
COST
OH-PRFT
DAYS
RATE
MASON
DAYS
RATE
HELPER
12.05
114.43
27,393.94
12.05
7,588.35
36,731.41
9,182.85
84.32
12.05
114.43
27,393.94
12.05
7,588.35
36,731.41
9,182.85
84.32
CMNT
SAND
COST
GRVL
TIE WIRE
V(m3)
COST
V(m3)
2,768
0.64
420
1.27
1,539
2,768
0.64
420
1.27
1,539
COST
Kg
NAILS
COST
26.1
Kg
2,297
TOTAL
COST
18.3
2,297
COST
1,205
1,205
21,402
-
21,402
#REF!
CWN
TIE WIRE
COST
Kg
NAILS
COST
Kg
TOTAL
COST
COST
11,747
9,877
0.00
0.00
21,624
#REF!
MARK UP
50%
50%
5 M2/MD
PhP
21,513.23
21,513.23
UNIT
AMNT
RATE
PhP
44,651.79
64,539.69
64,539.69
64,539.69
OK
460.00
38,784.90
84.32
300.00
84.32
25,294.50
TOTAL
TOTAL
25%
OH-PRFT
PRICE
26,699.75
6,674.94
145,846.47
26,699.75
6,674.94
145,846.47
OK
TOTAL
TOTAL
25%
OH-PRFT
PRICE
64,079.40
16,019.85
126,013.51
64,079.40
16,019.85
126,013.51
OK
Page 13 of 34
ITEM #
DESCRIPTION
UNIT
QTY.
UNIT
RATE
AII.)
EARTH WORKS:
Lot
Lot
1
1
15,000.00
8,000.00
m3
17.13
1,225.00
m3
9.63
1,225.00
m3
14.33
420.00
m3
5.14
9,275.76
m3
6.04
10,942.70
A.3.3 BACKFILLING
A.3.3.1 Backfilling & Compaction on Footings
A.IV.)
A.4.1
CONCRETE WORKS:
REINFORCED CONCRETE FOOTINGS:
CONCRETE WORKS of FOUNDATION (LABOR &
MATERIALS): GRADE 33 REINFORCING BARS &
Page 14 of 34
ITEM #
A.4.3
DESCRIPTION
UNIT
RATE
UNIT
QTY.
m3
6.69
21,567.09
m3
1.45
44,651.79
m2
210.79
691.91
m2
421.58
298.91
(2500Psi)
A.4.3.1 Reinforced Concrete Column size 0.25m x 0.25m x 2.30m
Height From Natural Ground Floor Level,,,, with 6nos. 12mm diameter Main Bars,,,,,with lateral ties of 10mm
diameter Bars @ 0.15meter spacing center to center
A.4.4
A.5.1
A.VI.)
A.6.1
PLASTERING WORKS
External & Internal Plastering on both face of Concrete
Hollow Blocks size 5"x8"x16" and on Concrete Elements,
using sand / cement mortar mixture of Class "A",,,minimum
thickness of 1.50 centimeter
DISCOUNT
15%
98,437.38
Page 15 of 34
ITEM #
DESCRIPTION
UNIT
QTY.
UNIT
RATE
B.II.)
EARTH WORKS:
B.2.1
B.2.1.1
B.III.)
B.3.1
CONCRETE WORKS:
REINFORCED CONCRETE FOOTINGS:
SAND / CEMENT MORTAR of FOUNDATION (LABOR &
B.3.1.1
B.IV.)
Lot
Lot
1
1
m3
5.80
2,531.25
m3
5.80
4,957.84
LM
290.00
N/A
N/A
3,481.79
DISCOUNT
15%
157,974.91
Page 16 of 34
ITEM #
DESCRIPTION
UNIT
QTY.
UNIT
RATE
GRAND TOTAL BEFORE DISCOUNT (70LM REINF. CONC. WALL + 290LM CORR. SHT. WALL)
DISCOUNT
GRAND TOTAL AFTER DISCOUNT (70LM REINF. CONC. WALL + 290LM CORR. SHT. WALL)
15%
256,412.30
Page 17 of 34
RY WALL)
TOTAL AMOUNT
15,000.00
8,000.00
20,985.07
11,790.63
6,017.54
47,669.97
66,066.57
Page 18 of 34
RY WALL)
TOTAL AMOUNT
144,319.78
64,539.69
145,846.47
126,013.51
656,249.23
557,811.85
Page 19 of 34
RY WALL)
TOTAL AMOUNT
N/A
N/A
14,684.79
28,762.43
1,009,718.85
1,053,166.08
895,191.17
Page 20 of 34
RY WALL)
TOTAL AMOUNT
1,709,415.31
1,453,003.01
Page 21 of 34
SUB
TOTAL
DESCRIPTION
I.)
1.1
1.2
II.)
III.)
3.1
3.2
3.3
3.4
IV.)
4.1
4.2
4.3
4.4
4.5
V.)
VI.)
VII.)
7.1
7.2
7.3
VIII.)
IX.)
X.)
XI.)
XII.)
12.1
12.2
XIII.)
13.1
13.2
XIV.)
14.1
14.2
XV.)
15.1
15.2
TOTAL
AMNT.
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
Page 21 of 34
Page 22 of 34
ITEM
#
XVI.)
16.1
16.2
XVII.)
17.1
17.2
17.3
XVIII.)
18.1
18.2
XIX.)
19.1
19.2
19.3
19.3.1
19.3.2
19.3.3
19.3.4
XX.)
20.1
20.2
20.3
XXI.)
21.1
21.2
XXII.)
22.1
22.2
22.3
22.4
22.5
22.6
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
TOTAL DISCOUNT
(PHASE-1 GRAND TOTAL PRICE AFTER DISCOUNT
Page 22 of 34
#REF!
156.00
Page 23 of 34
Page 23 of 34
#REF!
Page 24 of 34
SIDENTIAL BUILDING
AN
)
DISCOUNT
8%
PhP
8%
#REF!
8%
#REF!
8%
#REF!
8%
#REF!
8%
8%
#VALUE!
#REF!
8%
#REF!
8%
#VALUE!
8%
#VALUE!
8%
8%
#VALUE!
#REF!
8%
#REF!
8%
#REF!
8%
#REF!
Page 24 of 34
Page 25 of 34
SIDENTIAL BUILDING
AN
E-2)
DISCOUNT
8%
PhP
8%
#REF!
8%
#REF!
8%
#REF!
8%
#REF!
8%
#REF!
8%
#REF!
8%
#REF!
8%
#REF!
Page 25 of 34
Page 26 of 34
SIDENTIAL BUILDING
AN
Page 26 of 34
schedule OF PAYMENT
(70Meters REINFORCED CONC. & 290Meters CORR. SHEET BOUNDARY WALLS)
PYMNT
PARTICULARS
No.
PRICE (PhP)
BEF. DISC
1,709,415.31
DISCOUNT
PRICE (PhP)
15%
PhP
AFTR. DISC
15%
256,412.30
1,453,003.01
A.1.1
A.1.2
AII.)
EARTH WORKS:
A.2.1
A.2.1.1
A.3.2
15,000.00
8,000.00
15%
15%
2,250.00
1,200.00
12,750.00
6,800.00
20,985.07
15%
3,147.76
17,837.31
11,790.63
15%
1,768.59
10,022.03
6,017.54
15%
902.63
5,114.91
47,669.97
15%
7,150.50
40,519.48
A.3.2.1
A.3.3
A.3.3.1
BACKFILLING
Backfilling & Compaction on Footings
A.IV.)
A.4.1
CONCRETE WORKS:
REINFORCED CONCRETE FOOTINGS:
CONCRETE WORKS of FOUNDATION (LABOR &
MATERIALS): GRADE 33 REINFORCING BARS &
A.4.1.1
A.4.2
schedule OF PAYMENT
(70Meters REINFORCED CONC. & 290Meters CORR. SHEET BOUNDARY WALLS)
PYMNT
PARTICULARS
No.
A.4.2.1
PRICE (PhP)
BEF. DISC
15%
DISCOUNT
PRICE (PhP)
PhP
AFTR. DISC
66,066.57
15%
9,909.99
56,156.59
144,319.78
15%
21,647.97
122,671.81
64,539.69
15%
9,680.95
54,858.74
145,846.47
15%
21,876.97
123,969.50
A.4.3.1
1:2:5 (2500Psi)
Reinforced Concrete Column size 0.25m x 0.25m x
2.30m Height From Natural Ground Floor Level,,,,
with 6nos. - 12mm diameter Main Bars,,,,,with lateral
ties of 10mm diameter Bars @ 0.15meter spacing
center to center
A.4.4
A.4.4.1
A.V.)
A.5.1
schedule OF PAYMENT
(70Meters REINFORCED CONC. & 290Meters CORR. SHEET BOUNDARY WALLS)
PYMNT
No.
A.VI.)
A.6.1
PARTICULARS
PLASTERING WORKS
External & Internal Plastering on both face of
PRICE (PhP)
BEF. DISC
126,013.51
15%
15%
DISCOUNT
PRICE (PhP)
PhP
AFTR. DISC
18,902.03
107,111.48
98,437.38
557,811.85
656,249.23
B.I.)
B.1.1
N/A
B.1.2
De-mobilization
N/A
B.II.)
EARTH WORKS:
B.2.1
B.2.1.1
B.III.)
B.3.1
CONCRETE WORKS:
REINFORCED CONCRETE FOOTINGS:
14,684.79
15%
2,202.72
12,482.07
28,762.43
15%
4,314.36
24,448.07
1,009,718.85
15%
151,457.83
858,261.03
B.IV.)
schedule OF PAYMENT
(70Meters REINFORCED CONC. & 290Meters CORR. SHEET BOUNDARY WALLS)
PYMNT
No.
PARTICULARS
PRICE (PhP)
BEF. DISC
15%
DISCOUNT
PRICE (PhP)
PhP
AFTR. DISC
1,053,166.08
157,974.91
895,191.17
1,709,415.31
256,412.30
1,453,003.01
Y WALLS)
DOWN
PAYMENT
PYMNT
(%)
DUE
PAYMENT
50%
726,501.51
50%
50%
6,375.00
3,400.00
50%
8,918.65
50%
5,011.02
50%
2,557.45
50%
20,259.74
Y WALLS)
DOWN
PAYMENT
PYMNT
(%)
DUE
PAYMENT
50%
28,078.29
50%
61,335.91
50%
27,429.37
50%
61,984.75
Y WALLS)
DOWN
PAYMENT
PYMNT
(%)
50%
DUE
PAYMENT
53,555.74
278,905.92
50%
6,241.04
50%
12,224.03
50%
429,130.51
Y WALLS)
DOWN
PAYMENT
PYMNT
(%)
DUE
PAYMENT
447,595.58
726,501.51