BOQ - Warehouse

5/20/2018 BOQ - Warehouse

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ITEM D E S C R I P T I O N QTY UNIT RATE AMOUNT

PhP

External Works form

A gravel bed, 100 mm thick 55.0 m3 2,200.68 121,037.1

B concrete curb 0.8 m3 6,978.78 5,652.8

C wall footing 8.3 m3 1,923.28 15,963.2

D thickening to slab under chb wall 0.4 m3 4,382.10 1,752.8

E footing 3.6 m3 5,778.00 20,800.8

F column 4.0 m3 5,657.72 22,630.8

G slab on grade, 0.15m thick 75.0 m3 3,500.87 262,565.5

H ramp, 0.15m thick 2.2 m3 3,490.57 7,749.0

Masonry

I 6" chb wall, 201.3 m2 801.48 161,338.2

Building

J gravel bed, 0.10 m thick 80.1 m3 2,200.68 176,186.0

K slab on grade, 5" thick 93.8 m3 3,807.43 357,137.1

L wall footing 12.4 m3 1,923.28 23,848.64

M footing 79.0 m3 13,100.86 1,034,967.8

N column 7.9 m3 13,580.31 107,284.4

O grade beam 15.4 m3 19,611.80 302,021.7

P beam 3.1 m3 5,657.72 17,538.9

Masonry

Q 6" chb wall 1,213.0 m2 801.48 972,197.0

To Collection 3,610,672.4

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PhP

Structural steel

Columns

W12x65 (x9m, 868.2kg) 8.0 no

W12x87 (x9m, 1162.kg) 4.0 no

W14x109 (x11.3m, 1828kg) 2.0 no

Beams

W8x31 (x6m, 276kg) 10.0 no.

W5x19 (x6m, 169.2kg) 10.0 no.

W12X53 (6m, 472kg) 2.0 no.

W12X53 (6.5m, 511.3kg) 2.0 no.

W12X53 (5.5m, 432.6kg) 2.0 no.

W12X53 (7m, 551kg) 2.0 no.

W10X12 (6m, 106.8kg) 2.0 no.

W10X12 (6.5m, 115.8kg) 2.0 no.

W10X12 (5.5m, 98kg) 2.0 no.

W10X12 (7m, 124.7kg) 2.0 no.

Tapered beam, L=13.35m (B=0.3m, H=0.3/0.7m, 12.0 no.

tw=0.025, tf=0.025; Wt=2745kg)

Brace

L30308LD (7.81m, 216.96kg) 12.0 no.

L50505LD (10.07m, 308.3kg) 12.0 no.

Monitor truss, (145.5 kg) 6.0 no

Monitor side truss, 6m x 1.3m (95.4kg) 12.0 no

To Collection

Roofing



3/32


PhP

Roofing sheets,0.9m x 2m, g#26 78.0 pcs 2,092.23 163,193.9

Roofing sheets,0.9m x 4.26m, g#26 262.1 pcs 2,092.23 548,331.6

Ridge roll, 8' 14.0 pcs 607.50 8,505.0

gutter, 8' 24.0 pcs 607.50 14,580.0

flushing at monitor, 8' 28.0 pcs 607.50 17,010.0

fluashing above gutter 28.0 pcs 607.50 17,010.0

c purlins 2 x 8 in x 2mm thick x 6m 156.0 pcs 1,471.50 229,554.0

fixing accessories 1.0 ls 49,909.23 49,909.2

foam insulation, two-sided, 5 mm thick 860.0 m2 92.77 79,778.1


DOORS AND WINDOWS



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PhP

Doors

Sliding metal door, including rail and guides and 1.0 no.

other fixing accessories, two panel, overall size 7m x

4.5m

Door, 0.9m x 2.1m 1.0 no

Door, 0.9m x 2.1m, 1 face weather resistant 1.0 no.

Door, 0.7m x 2.1m, 1 face weather resistant 2.0 no.

Sliding metal gate, 7.0 m length complete with guide 1.0 no.

and fixing accessories

Pedestrian gate, size 1.2m wide (provision) 1.0 no.

Windows

Steel casement window, size 6.4m x 1.2m 1.0 no.

Steel casement window, size 5.1m x 1.2m 5.0 no.

Fixed glass window, size 4.6x1.2 2.0 no.

Finishes

Internal Floor Finishes

Toilet 2.8 m2 3,149.55 8,661.2

Office, 12"x12" tiles 39.0 m2 842.60 32,861.5

Working area, plain cement finish 708.0 m2 586.97 415,572.2

Guardhouse, plain cement finish 4.0 m2 586.97 2,342.0

Toilet at guard house 4.5 m2 3,149.55 14,172.9

Internal wall finishes

Toilet 19.4 m2 1,461.42 28,409.9

Office 57.8 m2 586.97 33,926.6

Working area, plain cement finish 1,092.0 m2 586.97 640,967.4






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PhP

Internal ceiling finishes

Toilet 2.8 m2 314.96 866.1

Office 39.0 m2 314.96 12,283.2

Working area* (open) 750.0 m2

Guardhouse 4.0 m2 314.96 1,256.6

Toilet at guard house 4.5 m2 314.96 1,417.3

External floor finishes

External pavement 500.0 m2 448.94 224,471.2

Entrance ramp 14.8 m2 448.94 6,639.8

sidewalk beside building 18.0 m2 448.94 8,080.9

Ramp to building 11.3 m2 448.94 5,050.6

Sidewalk at fence 27.0 m2 448.94 12,121.4

External finishes

External finish to walls 1,520.4 m2 54.69 83,148.4

To Collection 396,424.2

SUMMARY

Page 1 3,610,672.4



6/32


PhP

Page 2

Page 3 1,127,871.9

Page 4 1,176,914.0

Page 5 396,424.2

Total 6,311,882.5



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PhP

External Works form


B concrete curb 0.8 m3 6,978.78 5,652.8

C wall footing 8.3 m3 1,923.28 15,963.2


E footing 3.6 m3 5,778.00 20,800.8

F column 4.0 m3 5,657.72 22,630.8


H ramp, 0.15m thick 2.2 m3 3,490.57 7,749.0

Masonry

I 6" chb wall, 201.3 m2 801.48 161,338.2

Building



L wall footing 12.4 m3 1,923.28 23,848.64

M footing 79.0 m3 13,100.86 1,034,967.8

N column 7.9 m3 13,580.31 107,284.4

O grade beam 15.4 m3 19,611.80 302,021.7

P beam 3.1 m3 5,657.72 17,538.9

Masonry

Q 6" chb wall 1,213.0 m2 801.48 972,197.0

To Summary 3,610,672.4

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PhP

Structural steel

Columns

W12x65 (x9m, 868.2kg) 8.0 no 36,334.17 290,673.3

W12x87 (x9m, 1162.kg) 4.0 no 48,629.70 194,518.8

W14x109 (x11.3m, 1828kg) 2.0 no 76,501.80 153,003.6

Beams

W8x31 (x6m, 276kg) 10.0 no. 11,550.60 115,506.0

W5x19 (x6m, 169.2kg) 10.0 no. 7,081.02 70,810.2

W12X53 (6m, 472kg) 2.0 no. 19,753.20 39,506.4

W12X53 (6.5m, 511.3kg) 2.0 no. 21,397.91 42,795.8

W12X53 (5.5m, 432.6kg) 2.0 no. 22,289.31 44,578.6

W12X53 (7m, 551kg) 2.0 no. 23,059.35 46,118.7

W10X12 (6m, 106.8kg) 2.0 no. 4,469.58 8,939.1

W10X12 (6.5m, 115.8kg) 2.0 no. 4,846.23 9,692.4

W10X12 (5.5m, 98kg) 2.0 no. 4,101.30 8,202.6

W10X12 (7m, 124.7kg) 2.0 no. 5,218.70 10,437.3

Tapered beam, L=13.35m (B=0.3m, H=0.3/0.7m, 12.0 no. 114,878.25 1,378,539.0

tw=0.025, tf=0.025; Wt=2745kg)

Brace

L30308LD (7.81m, 216.96kg) 12.0 no. 9,079.78 108,957.3

L50505LD (10.07m, 308.3kg) 12.0 no. 12,902.36 154,828.2

Monitor truss, (145.5 kg) 6.0 no 6,089.18 36,535.0

Monitor side truss, 6m x 1.3m (95.4kg) 12.0 no 3,992.49 47,909.8


Roofing



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PhP



Ridge roll, 8' 14.0 pcs 607.50 8,505.0

gutter, 8' 24.0 pcs 607.50 14,580.0







DOORS AND WINDOWS



10/32


PhP

Doors

Sliding metal door, including rail and guides and 1.0 no. 22,875.05 22,875.0


4.5m

Door, 0.9m x 2.1m 1.0 no 1,372.50 1,372.5

Door, 0.9m x 2.1m, 1 face weather resistant 1.0 no. 1,372.50 1,372.5


Sliding metal gate, 7.0 m length complete with guide 1.0 no. 10,675.02 10,675.0


Pedestrian gate, size 1.2m wide (provision) 1.0 no. 1,830.00 1,830.0

Windows

Steel casement window, size 6.4m x 1.2m 1.0 no. 5,577.15 5,577.1


Fixed glass window, size 4.6x1.2 2.0 no. 4,008.58 8,017.1

Finishes


Toilet 2.8 m2 3,149.55 8,661.2

Office, 12"x12" tiles 39.0 m2 842.60 32,861.5





Toilet 19.4 m2 1,461.42 28,409.9

Office 57.8 m2 586.97 33,926.6







11/32


PhP


Toilet 2.8 m2 314.96 866.1

Office 39.0 m2 314.96 12,283.2


Guardhouse 4.0 m2 314.96 1,256.6

Toilet at guard house 4.5 m2 314.96 1,417.3

External floor finishes

External pavement 500.0 m2 448.94 224,471.2

Entrance ramp 14.8 m2 448.94 6,639.8

sidewalk beside building 18.0 m2 448.94 8,080.9

Ramp to building 11.3 m2 448.94 5,050.6

Sidewalk at fence 27.0 m2 448.94 12,121.4

External finishes


To Summary 396,424.2

SUMMARY

Page 1 3,610,672.4



12/32


PhP

Page 2 2,761,552.6

Page 3 1,127,871.9

Page 4 1,252,989.8

Page 5 396,424.2

Total 9,149,511.0



13/32


PhP

External Works form


B concrete curb 0.8 m3 6,978.78 5,652.8

C wall footing 8.3 m3 1,923.28 15,963.2


E footing 3.6 m3 5,778.00 20,800.8

F column 4.0 m3 5,657.72 22,630.8


H ramp, 0.15m thick 2.2 m3 3,490.57 7,749.0

Masonry

I 6" chb wall, 201.3 m2 801.48 161,338.2

Building



L wall footing 12.4 m3 1,923.28 23,848.64

M footing 79.0 m3 13,100.86 1,034,967.8

N column 7.9 m3 13,580.31 107,284.4

O grade beam 15.4 m3 19,611.80 302,021.7

P beam 3.1 m3 5,657.72 17,538.9

Masonry

Q 6" chb wall 1,213.0 m2 801.48 972,197.0


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PhP

Structural steel

Columns

W12x65 (x9m, 868.2kg) 8.0 no 36,334.17 290,673.3

W12x87 (x9m, 1162.kg) 4.0 no 48,629.70 194,518.8

W14x109 (x11.3m, 1828kg) 2.0 no 76,501.80 153,003.6

Beams

W8x31 (x6m, 276kg) 10.0 no. 11,550.60 115,506.0

W5x19 (x6m, 169.2kg) 10.0 no. 7,081.02 70,810.2

W12X53 (6m, 472kg) 2.0 no. 19,753.20 39,506.4

W12X53 (6.5m, 511.3kg) 2.0 no. 21,397.91 42,795.8

W12X53 (5.5m, 432.6kg) 2.0 no. 22,289.31 44,578.6

W12X53 (7m, 551kg) 2.0 no. 23,059.35 46,118.7

W10X12 (6m, 106.8kg) 2.0 no. 4,469.58 8,939.1

W10X12 (6.5m, 115.8kg) 2.0 no. 4,846.23 9,692.4

W10X12 (5.5m, 98kg) 2.0 no. 4,101.30 8,202.6

W10X12 (7m, 124.7kg) 2.0 no. 5,218.70 10,437.3

Tapered beam, L=13.35m (B=0.3m, H=0.3/0.7m, 12.0 no. 114,878.25 1,378,539.0

tw=0.025, tf=0.025; Wt=2745kg)

Brace

L30308LD (7.81m, 216.96kg) 12.0 no. 9,079.78 108,957.3

L50505LD (10.07m, 308.3kg) 12.0 no. 12,902.36 154,828.2

Monitor truss, (145.5 kg) 6.0 no 6,089.18 36,535.0

Monitor side truss, 6m x 1.3m (95.4kg) 12.0 no 3,992.49 47,909.8


Roofing



15/32


PhP



Ridge roll, 8' 14.0 pcs 607.50 8,505.0

gutter, 8' 24.0 pcs 607.50 14,580.0







DOORS AND WINDOWS



16/32


PhP

Doors

Sliding metal door, including rail and guides and 1.0 no. 22,875.05 22,875.0


4.5m

Door, 0.9m x 2.1m 1.0 no 1,372.50 1,372.5



Sliding metal gate, 7.0 m length complete with guide 1.0 no. 10,675.02 10,675.0


Pedestrian gate, size 1.2m wide (provision) 1.0 no. 1,830.00 1,830.0

Windows



Fixed glass window, size 4.6x1.2 2.0 no. 4,008.58 8,017.1

Finishes


Toilet 2.8 m2 3,149.55 8,661.2

Office, 12"x12" tiles 39.0 m2 842.60 32,861.5



Toilet 19.4 m2 1,461.42 28,409.9

Office 57.8 m2 586.97 33,926.6






17/32


PhP

Toilet 2.8 m2 314.96 866.1

Office 39.0 m2 314.96 12,283.2


External wall finishes


To Summary 96,297.7

SUMMARY

Page 1 3,610,672.4



18/32


PhP

Page 2 2,761,552.6

Page 3 1,127,871.9

Page 4 1,236,474.9

Page 5 96,297.7

Total 8,832,869.6

Building 11,777.16 8,832,869.6

Services 4,063.50 3,047,625.0

15,840.66 11,880,494.6

DLS Cost Data rate adjustment factor

Min 13,150.0 1.29 16,963.5

Max 18,950.0 1.29 24,445.5



19/32


cement 3,168 pcs

sand 175 m3

gravel 150 m3

6" chb 17,679 pcs

10x6 steel bars 2,603 pcs

12x6 steel bars 84 pcs

16x6 steel bars 777 pcs

16x7.5 steel bars 72 pcs

Total 0

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21/32



22/32



23/32

Project:

PRICE ANALYSIS SHEET

CODE DESCRIPTION UNIT QUANTITY WASTAGE U-RATE AMOU

2

Division 2

ExternalWorks

Grqavel bed QUANTITY CONSIDERED 1.00 m

M A Garvel bed

A Gravel m 1.00 1.05 1150.00 1,

T

E

R

I

A

L

SUB-TOTAL 1,

u/h

L Labour 0.00 1.05 43.06

A 0.00 1.05 43.06

B 0.00 1.05 43.06

O

U

R

0.00 SUB-TOTAL

E

Q

U

I

P

SUB-TOTAL

S

U

B

C

O

N

T

SUB-TOTAL

TOTAL DIRECT UNIT PRICE 1,

REMARKS

Total Quantity

TOTAL ITEM VALUE. F 1,

TRG ESTIMATING DEPARTMENT

SBD-RPD ESTIMATING (AJA) 23 242519111.xls.ms_office 8/28/2


24/32

Project:




3

Division 3

ConcreteWorks

Reinforced concrete, AAA (1:2:3) QUANTITY CONSIDERED 1.00 m3

M A Concrete curb

A 0.08

T Cement 10.5 bags 0.866 1.05 214.00 1

E Sand 0.42 m 0.035 1.05 840.00

R Gravel 0.84 m 0.07 1.05 1390.00 1

I Steel 3.04 kg 36.85 1.05 45.20 1,7

A Form plywood, 1/2", ord 0.4 m 4.85 1.05 191.48 9

L Coco lumber 4.3733 bf 53.01 1.05 14.00 7

SUB-TOTAL 3,8

L

A

B

O

U

R

0.00 SUB-TOTAL 1,3

E

Q

U

I

P

SUB-TOTAL

S

U

B

C

ON

T

SUB-TOTAL

TOTAL DIRECT UNIT PRICE 5,1

REMARKS

Total Quantity



25/32

Project:


CODE DESCRIPTION UNIT QUANTITY WASTAGE U-RATE AMOUN


TOTAL ITEM VALUE.

F

3Division 3

Concrete

Workswall footing QUANTITY CONSIDERED 1.00 m3

B wall footing

M 0.14

A Cement 10.5 bags 1.418 1.05 214.00 3

T Sand 0.42 m3 0.057 1.05 840.00

E Gravel 0.84 m3 0.113 1.05 1390.00 1

R Steel 3.6 kg 0.486 1.05 45.20

I Form plywood, 1/2", ord 0.6 m 0.081 1.05 191.48

A Coco lumber 4.8107 bf 35.63 1.05 14.00 5

L

SUB-TOTAL 1,0

L

A

B

O

U

R

0.00 SUB-TOTAL 3

E

Q

U

I

P

SUB-TOTAL

S

U

BC

O

N

T

SUB-TOTAL


REMARKS

Total Quantity

TOTAL ITEM VALUE. FSBD-RPD ESTIMATING (AJA) 25 242519111.xls.ms_office 8/28/20


26/32

Project:




3/2BDivision 3

Concrete

Worksthickening so slab on grade QUANTITY CONSIDERED 1.00 m

C Thickened slab under chb wall

M 0.07

A Cement 10.5 bags 0.709 1.05 214.00 1

T Sand 0.42 m3 0.028 1.05 840.00

E Gravel 0.84 m3 0.06 1.05 1390.00

R Steel 3.04 kg 45.04 1.05 45.20 2,1

I Form plywood, 1/2", ord 0 m 0.00 1.05 191.48

A Coco lumber bf 0.00 1.05 14.00

L

SUB-TOTAL 2,4

L

A

B

O

U

R

0.00 SUB-TOTAL 8

E

Q

U

I

P

SUB-TOTAL

S

U

B

CO

N

T

SUB-TOTAL


REMARKS

Total Quantity



27/32

Project:




TOTAL ITEM VALUE. F

3/2BDivision 3

Concrete

Workscol footing QUANTITY CONSIDERED 1.00 m

D col footing

M 0.30

A Cement 10.5 bags 3.150 1.05 214.00 7

T Sand 0.42 m3 0.126 1.05 840.00 1

E Gravel 0.84 m3 0.25 1.05 1390.00 3

R Steel 7.12 kg 23.73 1.05 45.20 1,1

I Form plywood, 1/2", ord 1.2 m 4.00 1.05 191.48 8A Coco lumber 11.373 bf 3.61 1.05 14.00

L

SUB-TOTAL 3,1

L

A

B

O

U

R

0.00 SUB-TOTAL 1,1

E

Q

U

I

P

SUB-TOTAL

S

U

B

C

O

N

T

SUB-TOTAL


REMARKS



28/32

Project:


CODE DESCRIPTION UNIT QUANTITY WASTAGE U-RATE A


Total Quantity

TOTAL ITEM VALUE. F

SBD-RPD ESTIMATING (AJA) 28 242519111.xls.ms_office 8/2


29/32

CODE: Date: Page No.:

BUILDING: Prepared by:

Checked by:

Item Description unit L W H A / V Total

external

a grabel bed, 0.1m thick, m3 54.68

1 58.00 0.60 0.1 3.4812 1.00 1.00 0.1 1.20

1 20.00 25.00 0.1 50.00

b conc curb m3 18.00 0.08 0.3 0.45

forms 8.10

c wall footing, m3 1 46.00 0.60 0.3 8.28

wall footing, forms 27.60

slab thickening under cmu wall, m3 1 9.00 0.30 0.15 0.41

d conc footing, m3 12 1.00 1.00 0.3 3.60

forms 14.40

e conc column, m3 12 0.30 0.30 3.7 4.00

forms 53.28

f parking pavement 0.15m thick ,m3 1 20.00 25.00 0.15 75.00

g ramp, m3 1 8.70 1.7 0.15 2.22

6" chb wall, m2 1 54.40 3.7 201.28

building

a gravel bed, 0.1m thick (m3) 80.06

under footing

under wall footing, m3 1 92.00 0.55 0.1 5.06

under col ftng

under sog 1 25.00 30 0.1 75.00

b sog 1 25.00 30 0.125 93.75

c wall footing 1 92.00 0.45 0.30 12.42

PROJECT NAME


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Checked by:


PROJECT NAME

d footing 39.36 195.39

col footing 2 21.89 14.832 0.30 194.79

ftg at office 2 1.00 1.00 0.3 0.60forms 2 65.60 0.3 39.36

46.00 0.3 0.00

e column 83.04 7.87

column pedestal 12 0.40 0.4 2.80 5.38

6 0.35 0.35 2.80 2.06

col at office 1 0.30 0.3 4.80 0.43

forms 53.76

23.52

5.76

f grade beam 72.24 16.25

2 23.60 0.35 0.45 7.43

2 28.00 0.35 0.45 8.82

forms 33.04

39.20

g beam 26.00 0.3 0.40 3.12

forms 15.60

total 508.26

masonry

6" cmu wall m2 1,212.67

gl 1/a-e 23.80 7.4 176.12

23.80 3.2 76.16

23.80 1.9 45.22

5.00 1.5 7.50

gl a/1-6 28.50 7.4 210.90

28.50 3.2 91.20

28.50 1.5 42.75


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Checked by:


PROJECT NAME

gl e/1-6 28.50 7.4 210.90

28.50 3.2 91.20

28.50 1.5 42.75gl 6/a-e, level 1 1 23.80 7.4 176.12

1 (6.70) 4.2 (28.14)

2 (5.10) 1.5 (15.30)

2 (4.60) 1.2 (11.04)

level 2 1 23.80 3.2 76.16

1 (6.40) 1.5 (9.60)

3 (5.10) 1.5 (22.95)

level 3 1 23.80 1.9 45.22

1 5.00 1.5 7.50

internal cmu wall 47.91

1 13.00 3 39.00

1 3.60 3 10.80

1 (0.90) 2.1 (1.89)

cmu wall at guard, cr incl. 23.55

1 9.00 3 27.00

1 (0.90) 2.1 (1.89)

1 (0.70) 2.1 (1.47)

1 (0.30) 0.3 (0.09)


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Checked by:


PROJECT NAME

Documents

BOQ - Warehouse