Quantity Calculator

Subgrade Preparation Aggregate Subbase Aggregate base Course PCCP

1m

5m

1m

SUB BASE

PCCP

SUB BASE

ABC 7m

ILLUSTRATION Det. Length Subgrade Prep. Embankment width

Length (Unknown)

Area

Price

cost

6

1

6

19.08

114.48

Thickness

Length (Unknown)

VOLUME

Price

0.3

1

0.3

759

ABC

Length (Unknown)

VOLUME

Price

0.1

1

0.4

839.5

Area

Price

4 0.15 0.20

1,169.60 898.18 1169.6 TOTAL

A=

cost

40,983.84

Aggregate Subbase

V=

Shoulder Length 1

cost 455.40

Aggregate base Course

V=

Pavement width 4

A=

0.2 Pavement width 4

PCCP Thickness =

Length (Unknown)

1

LENGTH =

Appropriation

LENGTH =

2,000,000.00 358.16 say 358

I. Subgrade Prep. A=

Embankment width

Length

6

358

DELIVERY CHARGE

0.00

cost 335.80

cost 4,678.40

5,584.08

A= 300sq.m/hr EQUIPMENTS Road Grader Road Roller Water truck

2148

@

2000 /hour 1500 /hour 1000 /hour

LABOR Foreman Laborers

500 /day 300 /day

Unit cost SAY

19.08 QTY 1 1 1

HOURS 6 9 3.5

TOTAL 12000 13500 3500

# of workers

# of Days

TOTAL

1 2

1 1

500 600

1,100.00

sub total 12% 10% 12% TOTAL

30,100.00 3,612.00 3,010.00 4,406.64 41,128.64

19.15 19.15

40,983.84

29,000.00

41,134.20

II. Aggregate Subbase V= V=

shoulder

thickness

1 107.4 214.80

0.3 @

Length 358 759

247.02 247

@

COURSE W/ 15% SHRINKAGE MATERIALS EQUIPMENTS Road Grader Road Roller Water truck

SAY

50 cu.m/hr 2000 /hour 1500 /hour 1000 /hour

LABOR Foreman Laborers

500 /day 300 /day

Unit cost SAY

760.49 760.49

357.82 350

86,450.00

QTY 1 1 1

HOURS 7 9 4.5

TOTAL 14000 13500 4500

# of workers

# of Days

TOTAL

1 2

1 1

500 600 sub total 12% 10% 12% TOTAL

32,000.00

1,100.00 119,550.00 14,346.00 11,955.00 17,502.12 163,353.12

163,033.20

SAY

163,033.20

III. Aggregate base Course pavement width

ABC

4 143.2

0.1 @

V= V= ABC W/ 15% SHRINKAGE

SAY

MATERIALS EQUIPMENTS Road Grader Road Roller Water truck

164.68 165

2000 /hour 1500 /hour 1000 /hour

LABOR Foreman Laborers

500 /day 300 /day

Unit cost SAY

Length 358 839.5

@

388.60 400

QTY 1 1 1

HOURS 4 7 1.5

# of workers

# of Days

1 2

1 1

831.099 831.1

66,000.00

TOTAL 8,000.00 ######## 1,500.00

TOTAL 500.00 600.00

1,100.00

sub total 12% 12% 12% TOTAL

87,100.00 10,452.00 8,710.00 12,751.44 119,013.44

120,216.40 IV. PCCP

20,000.00

119,013.52

108 sq.m/hr pavement width

A= A= V= MATERIALS Cement Sand Gravel RSB 16mm

4 1432 286.4

Length 358 @

1,169.60

Lumber 40 - 2 x 6 x 12

10.5 0.5 1 0.1 1.95

QTY 3007.0 143.5 287.0 29.0 570.0

PRICE 230 600 700 350 40

Asphalt sealant C.u.nail

0.6 0.068

172.0 20.0

98 80

TOTAL 691610 86100 200900 10150 22800 0 16856 1600

7.8

Diamond blade

EQUIPMENTS

0.5

15000

7500

# of Days

/Day

TRIPS

TOTAL

1 1 1 1

1650 500 1000 500

57 9 7 3

94050 4500 7000 1500

# of workers

# of Days

TOTAL

1 2 8

22 22 22

11000 17600 52800

TRANSIT MIXER CONC. VIBRATOR CONC. SAW BAR CUTTER

LABOR Foreman SKILLED Laborers

500 /day 400 /day 300 /day

Unit cost SAY

1,169.80 1169.8

sub total 12% 12% 12% TOTAL

1,037,516.00

107,050.00

81,400.00 1,225,966.00 147,115.92 122,596.60 179,481.42 1,675,159.94 1,675,153.60

1,674,867.20 1,998,654.57

.15m .10m

SUMMARY Subgrade Preparation Aggregate Subbase Aggregate base Course PCCP Delivery Charge

2,148.00 214.80 143.20 1,432.00 1

19.15 760.49 831.10 1169.80

TOTAL

cost 163,033.20

cost 120,216.40

cost 1,674,867.20

1,999,100.64

41,134.20 163,353.25 119,013.52 1,675,153.60 1,998,654.57

28,410.25

29,510.25

88,382.12

29,833.74

119,315.87

64,119.52

19,461.35

86,561.35

3,007.20 143.20 286.40 28.64 558.48 171.84 19.48

2233.92

907,964.26

106,835.76

188,235.76 363,130.60

1,225,751.76

LENGTH 358.00 358.00 358.00 358.00

Subgrade Preparation Aggregate base Course

5.0

6.0

ILLUSTRATION

Det. Length Subgrade Preparation A=

Embankment width

Length (Unknown)

Area

Price

5.5

1

5.5

19.08

Length

Thichness

Length (Unknown)

3.5

0.2

1

cost

104.94

Aggregate Subbase V=

Price

0.7

759.00

TOTAL LENGTH =

Appropriation

DELIVERY CHARGE

26,000.00

LENGTH =

1,000,000.00 1571.73 say 585

cost 531.30

636.24

I. Subgrade Prep. A= A=

Embankment width

Length

5.5 3217.5

585 @

19.08

EQUIPMENTS Bulldozer

2000 /hour

LABOR Foreman Laborers

500 /day 300 /day

Unit cost SAY

25.83 19.13

QTY 1

HOURS

# of workers

# of Days

1 2

3.5 3.5 2.6

28 21

TOTAL 56,000.00

TOTAL 1,750.00 2,100.00 sub total 0.12 0.12 0.12 TOTAL

61,389.90

SAY

II. Aggregate Subbase Course V= V=

WIDTH

thickness

3.5 409.5

0.2 @

COURSE W/ 15% SHRINKAGE

SAY

Length 585 759.00 470.93 672

@

246.69 400

MATERIALS EQUIPMENTS Road Grader Road Roller Water truck

2000 /hour 1500 /hour 1000 /hour

LABOR Foreman Laborers

500 /day 300 /day

Unit cost SAY

QTY 1 1 1

HOURS

# of workers

# of Days

1 2

14 14

10 7 5

TOTAL 20,000.00 10,500.00 5,000.00

TOTAL 7,000.00 8,400.00 sub total 0.12 0.12 0.12 TOTAL

1,084.25 758.97

310,810.50

SAY

0.15

SUMMARY Subgrade Preparation Aggregate Subbase

4386

19.13

548.25

758.97 TOTAL

56,000.00

3,850.00 59,850.00 7,182.00 7,182.00 8,905.68 83,119.68

44,203.56

61,550.78

268,800.00

165,776.21 58,021.67 103,023.79 (45,002.12)

35,500.00

(33,301.57)

15,400.00

(11,655.55)

319,700.00 38,364.00 38,364.00 47,571.36 443,999.36

223,797.88

310798.215 500,009.48

LENGTH 83,904.18

797.4545

416,105.30

783.2143

500,009.48

EXCAVATION MASONRY CONC WORKS REINF. STEEL BARS DOORS & WINDOWS ROOFING WORKS PAINTING ELECTRICAL WORKS\PLUMBING WORKS

EXCAVATION Footing V=

COLUMN LENGTH

COLUMN WIDTH

COLUMN HEIGHT

PERIMETER

HEIGHT

No. of Post

0

0

0m

0.5 m

No. of Column

3m

total 0 cu.m.

8 pcs.

MASONRY

0

Size of Post

AREA (sq.m.)

# OF CHB

0

0

0 PCS

0

SUMMARY CHB CEMENT

MORTAR FOR BLOCK LAYING MIXTURE CLASS

SIZE OF CHB 0

B,C,D c

X 20 X 40

CEMENT

SAND

0.00 bags

0.00 cu.m.

CEMENT

SAND

0.00 bags

0.00 cu.m.

SAND GRAVEL

PLASTERING MIXTURE CLASS

AREA

A,B,C,D B CHB FOOTING PERIMETER

DIMENSION (CM)

MIXTURE CLASS

10,15,20 0

15

CEMENT

SAND

GRAVEL

0

0

A,B 40

B

0 bags

CONC. WORKS COLUMNS COLUMN WIDTH

COLUMN LENGTH

V=

189.50 m 0.00 m

COLUMN HEIGHT

6m 0m

No. of Column

1 0

0.25 m 0m

VOLUME

TOTAL

284.25 cu.m. 0 cu.m.

Column Footing Foundation Length

Foundation Width

V= 0.00 m 0m

0.8 m 0m

Foundation Height

No. of Column

0.25 m 0m

15 pcs. 0 pcs.

Wall Footing Width

V=

FOUNDATION PERIMETER

Thickness

0m

0.3 m

53.45 m

VOLUME 0 cu.m. 0 cu.m. 0 0

284.25 cu.m.

VOLUME 0 cu.m.

BEAMS LENGTH

V=

WALL PERIMETER

Width

0.00 m

0.25 m

No. of Beams

53.45 m

VOLUME 0 cu.m. 0 cu.m.

FLOORING V=

LENGTH

Width

Thickness

0m 0m 0m

4.1 m 4m 2.1 m

0.1 m 0.1 m 0.1 m

LENGTH

Width

Thickness

0m

1.5 m

0.1 m

LENGTH

Width

Thickness

0m

4.5 m

VOLUME 0 cu.m. 0 cu.m. 0 cu.m.

TOTAL

VOLUME 0 cu.m.

0 cu.m.

TOTAL VOLUME 284.25

CORRIDOR V= others V=

0.13 m

VOLUME 0 cu.m.

REINFORCEMENT STEEL BAR COLUMNS

REINFORCEMENT STEEL VERTICAL AREA

160

(tie wire) SPACING (cm)

SPACING LAYERS

LENGTH OF TIES

40,60,80 40

2,3,4 3

25,30 30

VERTICAL reinforcement

467.77 m

HORIZONTAL REINFORCEMENT

343.25 m

# OF TIE WIRE (kg)

7.58338 kg

SIZE 12 mm 10 mm 16 mm 16 mm 10 mm

No. / Column

27 460 10 4 4

pcs pcs pcs pcs pcs

No. of Column

15 1 15 15 15

pcs pcs pcs pcs pcs

Length

1 6 0.8 6 6

m m m m m

Total Length

405 2760 120 360 360

m m m m m

Unit Wt.

5.33 0.61667 11.8375 1.57833 0.61667

kg kg kg kg kg

ROOFING SINGLE GUTTER LENGTH

SIDE LAPPING

COMBINATION OF LENGTH

RAFTER LENGTH

copy # on the red

70

1½

0.7

4.50

2.4 2.4 (8') 100 pcs

DOUBLE GUTTER LENGTH

SIDE LAPPING

2.4 2.4 (8') 100 pcs

0 0 0

COMBINATION OF LENGTH

RAFTER LENGTH

copy # on the red

70

18

1½

2½

0.7

0.6

4.80

5.40

3 3 (10') 200 pcs

2.1 2.1 (7') 200 pcs

3 3 (10') 60 pcs

2.7 2.7 (9') 60 pcs

0 0 0

0 0 0

SUMMARY 0 pcs. 0.00 bags 0.00 cu.m. 0 cu.m.

GRAVEL

cu.m.

TOTAL VOLUME cu.m.

Weight

2158.7 1702 1420.5 568.2 222

G.I. ROOFING NAILS

# OF SHEETS

0

100 0 pcs

2.4 1800

100.00

200 0 pcs

0

200

60 0 pcs

60

2.4 1800

G.I. ROOFING NAILS

# OF pcs

0

2.4 0 1800 0 3600 PCS 30 Kg

G.I. RIVETS (kg)

3 4400

3 1320

TOTAL 13280 TOTAL 110.67

2.4 0 1800 0 3600.00 PCS 20.00 Kg G.I. RIVETS (kg)

2.1 0 3600 0 8000 PCS 67 Kg

3 4400

2.7 0 1320 0 2640 PCS 22 Kg PCS Kg

3 1320

10640 59

2.1 0 3600 0 8000.00 PCS 44.44 Kg 2.7 0 1320 0 2640 PCS 14.67 Kg PCS Kg

G.I. WASHERS (kg)

7200 PCS 57.14 kg

G.I. WASHERS

8000 PCS 63 kg

2640

PCS

21

kg

21280 PCS 169 Kg

LEAD WASHERS (kg)

3600

PCS

UMBRELLA NAILS (kg)

3600 PCS

48 kg

30 kg

LEAD WASHERS (kg)

UMBRELLA NAILS (kg)

8000 PCS

8000 PCS

107 kg

67 kg

2640

PCS

2640

PCS

35

kg

22

kg

10640 PCS 142 Kg

10640 PCS 89 Kg

ITEM:

ROADWAY EXCAVATION ( Using Backhoe) L = 500m QTY: 4500 cu.m.

3m

3m

A = 1/2 (3) (6) = 9 sq.m. x 500 4500 cu.m. x 170.79 768,555 I. MATERIALS NONE

II. EQUIPMENTS BACKHOE

-

2 @

16,000 / day

x

17 days

=

544,000.00

Foreman

-

1 @

500 / day

x

20 days

=

10,000.00

Laborer

-

3 @

300 / day

x

20 days

=

18,000.00

III. LABOR

28,000.00

Tie Wire :

Item # :

CURB & GUTTER L=

550 m V = 80 cu.m.

I. MATERIALS Portland Cement Sand Gravel 3/4 RSB 12mm Tie wire Plywood 1/2 4 ̊- 2x2x12 C.W. Nail Extra Delivery Charge

800 41.5 83.5 780 65 10 160 10 CEMENT SAND GRAVEL

bags cu.m cu.m pcs. kgs. pcs. B.f. kgs.

@ @ @ @ @ @ @ @

220 600 750 198 80 500 40 80

5 trips @ 4000 7 trips @ 4000 14 trips @ 4000

= = = = = = = =

176,000.00 24,900.00 62,625.00 154,440.00 5,200.00 5,000.00 6,400.00 800.00

= = =

434,565.00 20,000.00 28,000.00 56,000.00

II. EQUIPMENTS

104,000.00

One Bagger mixer

-

1 @

15 days

x

1,350.00

=

20,250.00

Water truck

-

1 @

15 days

x

2,000.00

=

30,000.00 50,250.00

III. LABORER Const. Foreman

-

1 @

15 days

x

500.00

=

7,500.00

Skilled Laborers

-

3 @

15 days

x

400.00

=

18,000.00

Unskilled Laborer

-

6 @

15 days

x

300.00

=

27,000.00 52,500.00 102,750.00 641,315.00

CURB & GUTTER VOLUME = [(O.17)(0.32) + ( O.60)(0.15)][550 m] = ( O.0544 + 0.09) ( 550 m ) = ( 0.1444) ( 550 m) = 79.42 cu.m 550 m RSB 0.86 = 2365 m m @ 0.888 kg/m 0.20 + ( 4 pcs ) ( 550 m)

= 2,200 m @ 0.888 kg/m

=

2,100.12 kg

=

1,953.6 kg 4,053.72 kg / 5.328 kg/pcs.

761 pcs. 5% 799 pcs. Tie Wire :

550 m 0.20

0.86 m

= 11,004 ties

x

0.30 m 53 m/kg

=

62.30 kg say 65 kgs.

LAYING CHB #4 area 73.2 CHB #5 area 194.4 CHB #6 area 320 PLASTERING CHB #4 area 124.8 CHB #5 area 455.87

CHB REINFORCEMENT area 73.2

pcs/sq.m. 12.5

cell vol./ sq.m 0.0375

pcs/sq.m. 12.5 pcs/sq.m.

cell vol./ sq.m 0.05625 cell vol./ sq.m

12.5

0.075

pcs/sq.m. 12.5

plaster vol./ sq.m(two faces) 0.0375

pcs/sq.m. 12.5

plaster vol./ sq.m(two faces) 0.0375

vertical spacing 0.60m horizontal spacing every 3 layers

length in FEET/sq.m. 6.875 6.375

QTY OF CEMENT, SAND, GRAVEL PER METER OF CHB FOOTING Length thickness width 115.2 6 inches 12 inches

SUB-TOTAL length 503.25 466.65

CEMENT class A bags 41.472

QUANTITY OF CEMENT, SAND, GRAVEL PER METER LENGTH OF POST, BEAM, AND GIRDER CEMENT class B Total length sizes in inches CEMENT class A 60 6x6 10.8 9.45 Length each post= 2.5

6x8 6 x 10 6 x 12

14.4 18 21.6

12.6 15.75 18.9

No. of Posts= 24

8x8 8 x 10

19.2 24

16.8 21

8 x 12 8 x 14 8 x 16

28.8 33.6 38.4

25.2 29.4 33.6

10 x 10 10 x 12 10 x 14 10 x 16 10 x 18 10 x 20

30 36 42 48 54 60

26.25 31.5 36.75 42 47.25 52.5

QUANTITY OF CEMENT, SAND, GRAVEL PER SQUARE METER OF SLAB AND WALLS CEMENT class B area thickness in inches CEMENT class A 18.5625 2 7.425 6.496875 3 4 5 6 7 8 9 10

11.1375 14.85 18.5625 22.275 25.9875 29.7 33.4125 37.125

9.7453125 12.99375 16.2421875 19.490625 22.7390625 25.9875 29.2359375 32.484375

POST REINFORCEMENT::::LENGTH OF LATERAL TIE AND NUMBER IN ONE 6-M BAR Length of post(M) No. of Posts= 15 Length each Post= 4 Total Length of Post 60

Column Dimension WxL

Lateral tie dimension Width (inch)

Length (inch)

6x8

3

5

8x8

5

5

8 x 10

5

7

8 x 12

5

9

No. of MAIN BARS= 4

8 x 14

5

11

8 x 16 10 x 10

5 7

13 7

10 x 12

7

9

10 x 14 10 x 16 10 x 18

7 7 7

11 13 15

12 x 12

9

9

12 x 14 12 x 16 12 x 18 14 x 14

9 9 9 11

11 13 15 11

MAIN REINFORCEMENT FOR COLUMN, BEAM, GIRDER Length (meter) No. of main Bars/ col Total Pcs of 20' Bar 2.75 4 2 6 8 10 12

3 4 5 6

CONCRETE SLAB REINFORCEMENT area 54

Bar spacing (inch) 4" 5" 6" 7" 8" 9" 10" 11" 12"

One Way Slab 20' bar per SQ.M. Tie Wire KGS/SQ.M. 180.900 11.772 153.468 10.530 132.300 8.208 121.500 6.966 112.482 6.102 101.736 5.508 95.148 4.590 90.126 4.320 85.644 3.996

BOARD FOOT OF STUDS AND CEILING JOIST PER SQUARE METER Area 20.9 joist dimension (0.40m x 0.40m)

CEILING BOARD area 20.9

2"x 2" 2"x 3" 2" x 4"

134.1153 201.1625 268.2097

joist spacing (0.40m x 0.60m) 113.8005 173.7208 227.6219

sizes 12" x 12" 16" x 16" 16" x 24" 24" x 24" 3' x 6' 4' x 8'

effective covering (sq.m) 0.0929 0.1651 0.2477 0.3716 1.6720 2.9730

No. of pcs/ sq.m. 11.250 6.250 4.250 2.910 0.675 0.403

SCAFFOLDING Length of column or Area of Floor(sq.m) 108.2

COLUMN ( Bd, Ft )

size in inches 2" x 2" 2" x 3" 2" x 4"

Vertical

Horizontal

per Mt. height

per Mt, height

505.294

2272.2

757.4

3426.694

1009.506

4568.204

CORRUGATED G.I ROOFING Length in FEET 6' 7'

Effective Covering _ side lap 1-1/2 corrugation 0.70 m 0.70 m

2-1/2 corrugation 0.60 m 0.60 m

Rivets Per sheet 14 19

8' 9' 10' 12'

0.70 m 0.70 m 0.70 m 0.70 m

0.60 m 0.60 m 0.60 m 0.60 m

19 19 24 29

Material G.I roofing Nails Lead washers G.I Washers G.I rivets Tekscrew

No. of Pcs / kilo 102 75 126 180 7 pcs/sq.m.

Length inches 1 1.1/4 1.1/2 1.3/4 2 2.1/4 2.1/2 2.3/4 3 3.1/4 3.1/2 4 4.1/2 5 5.1/2 6

Approximate No. to Lbs 876 568 316 271 181 161 106 96 69 63 49 31 24 18 14 11

Number of Nails / Keg ( 45kgs ) 85,700 54,800 29,800 25,500 17,900 15,300 10,100 8,900 6,600 6,200 4,900 3,100 2,400 1,800 1,300 1,100

Required Kilos 10.35

Size 20d

14.34 8.25 10.43 18.38 7.93 9.57 16.3

8d 6d 8d 20d 20d 8d 8d

ROOF ACCESSORIES

COMMON NAILS Size 2d 3d 4d 5d 6d 7d 8d 9d 10d 12d 16d 20d 30d 40d 50d 60d

USED AND APPROX. QUANTITIES OF NAILS Material Unit Per 1. Floor joist & Bridging 1000 b.f 2. Flooring a. Soft 1000 b.f b. Hard 1000 b.f 3. Studs 1000 b.f 4. Rafters,Purlins & cleats 1000 b.f 5. Trusses 1000 b.f 6. Facia Board 1000 b.f 7. Ceiling Joist 1000 b.f

or or 1000 b.f 18 pcs 1000 b.f 1000 b.f 1000 b.f mt. ht of column

12.93 9.20 6.07 4.55 1 4.55 6.08 8.2 0.73

20d 6d 10d 6d 2d 6d 6d 6d 20d

1000 b.f 1/4 pc 1/2 pc

6.33 0.07 0.22

6d 2d 4d

Tile size 20cm x 20cm 30cm x 30cm 40cm x 40cm 60cm x 60cm

no. of pcs / sq.m. 25 11.11 6.25 2.78

TOTAL pcs as to given area 1750 777.7 437.5 194.6

size 0.50m x 0.50m 0.60m x 0.60m 0.80m x 0.80m 1.00m x 1.00m 1.20m x 1.20m

volume 2 2.88 5.12 8 11.52

depth w/ 2 layer CHB 0.5

width 0.3

volume 5.715

coverage in sq.m. / gal. 30

no. of coating 1 2 3

total gallos required 5.70 11.39

8. Ceiling Board ( 1 x 8 ) 9. Plywood Ceiling 10. Sidings 11. Base Board 12. Ballustrade 13. Scaffolding 14. Forms a. T & G b. Plywood

TILING WORKS AREA 70

EXCAVATION FOR STRUCTURE Column footing depth no. of footings 1 8

wall footing length 38.1

PAINTING WORKS AREA 170.9

Note: 1 tin = 4 gallons 1 gal = 4 ltrs

NOTE:

SOIL POISONING AREA 101.4

length of wall footing length 100

coverage sq.m. 4

tinting color 1 gal = 4 quarts @ 1 quart = 4 pints@ 1/2 quart @ 1/4 quart @ 1/8 quart @

no. of chlordane_ltr mixture 1:100 coverage 4ltrs mixture/sq.m. of slab 4.056

coverage / mtr 5.685 mixture 1:100 coverage 4gal mixture/10ft length/ft. depth or 1.5 ltr mixture / ft. length of wall or 5.685 ltr mixture / mtr of wall 5.685

WOOD PRESERVATIVE AREA coverage sq.m./ltr no. of solignum_ltr 100 4 to 8 sq.m. of wood surface / ltr 5 20

laying vol./ sq.m 0.00625

TOTAL CHB 915

SAND 3.2025

CEMENT 28.8225

laying vol./ sq.m 0.008125 laying vol./ sq.m

TOTAL CHB 2430 TOTAL CHB

SAND 12.5145 SAND

CEMENT 112.6305 CEMENT

0.01

4000

27.2

244.8

SAND 4.68

CEMENT 42.12

SAND 17.095125

CEMENT 153.856125

TOTAL LENTGH

TOTAL # OF PCS

TIE WIRES #16 KGS/sq. m.

969.9

48.495

1.3908

CHB FOOTING REIN SAND cu.m. 2.592

GRAVEL cu.m. 5.184

AND GIRDER SAND cu.m. 0.675

GRAVEL cu.m. 1.3500

0.9 1.125 1.35

1.8000 2.2500 2.7000

1.2 1.5

2.4000 3.0000

1.8 2.1 2.4

3.6000 4.2000 4.8000

TIES SPACING 8"

no. pcs horizontal reinf. 40.42

6"

40.42

1.875 2.25 2.625 3 3.375 3.75

3.7500 4.5000 5.2500 6.0000 6.7500 7.5000

FOOTING Cement, sand ,Grave SAND cu.m. 0.4640625 0.66268125 0.928125 1.16015625 1.3921875 1.62421875 1.85625 2.08828125 2.3203125

GRAVEL cu.m. 0.928125 1.3921875 1.85625 2.3203125 2.784375 3.2484375 3.7125 4.1765625 4.640625

Size of Footing Length= 0.75 Width= 0.75

Length of each Tie

No. of pcs in one bar

spacing in (inches)

20

12

24

10

28

8

32

7

6 8 6 8 10 12 14 16 6 8 10 12 14 16 6 8 10 12 14 16

No. of Longitudinal= 4 No. of Transverse= 4 No. of Footing= 24

thickness in inches 2 3 4 5 6 7 8 9 10

LATERAL TIES

36

6

40 32

6 7

36

6

40 44 48

6 5 5

40

6

44 48 52 48

5 5 4 5

enter total no. of ties per comp 100 50 50 50 50

tie wire kgs/m 2.264150943 1.698113208 2.264150943 2.830188679 3.396226415

6 8 10 12 14 16 8 6 8 10 12 14 16 6 8 10 12 14 16

6 8 10 12 14 16

Two Way Slab 20' bar per SQ.M. Tie Wire KGS/SQ.M. 224.100 24.786 185.760 21.006 164.160 15.228 137.700 10.692 126.900 7.128 109.080 5.670 98.280 4.482 92.340 3.726 86.400 3.024

acing (0.60m x 0.60m) 93.5066 140.2599 187.0132

TOTAL pcs as to given area 235.125 130.625 88.825 60.819 14.1075 8.4227

COLUMN ( Bd, Ft )

BEAM (Bd. Ft. ) Brace

TOTAL

Vertical

Horizontal

per Meter height

bd.ft.

/ meter height

/ meter. height

1262.694

4040.188

432.8

505.294

1893.5

649.2

757.4

2524.306

865.6

1009.506

Purlin Distance 30" 24"

28" 32" 27" 27" ITEMS Gutter Valley Roll Flashing Hipped Ridge Roll Soldering Lead Muriatic Acid

Kind CWN Flr Brads Flr Brads CWN CWN CWN CWN CWN

Effective Length 2.4 2.4 2.3 2.2 2.2 1/4 bar / soldering joint 10 cc / soldering lead

CWN CWN CWN Casing Brads Finishing CWN Finishing Finishing CWN CWN CWN CWN CWN

tile grout 2kg pack 3.5

tile adhesive 25kg pack 7.56

cement 11.025

sand 1.75

Ration = 1:4 thinner for QDE paints in gal 1.42 2.85

Ration = 1:100 sq.m. Putty _ gal 1.71

Ration = 4:100 sq.m. sand paper #240, #320 6.84

Ration = 1quart:4gal tinting color 1.42 2.85

CHB FOOTING REINFORCEMENT ties 28.85

total CHB footing reinf. 69.27

38.45

78.87

Tie wire

NG Cement, sand ,Gravel, Reinforcement, tie wire CEMENT class A 6.174 9.261 12.348 15.434 18.521 21.608 24.695 27.782 30.869

CEMENT class B 5.488 8.232 10.976 13.720 16.463 19.207 21.951 24.695 27.439

SAND cu.m. 0.343 0.514 0.686 0.857 1.029 1.200 1.372 1.543 1.715

GRAVEL cu.m. 0.686 1.029 1.372 1.715 2.058 2.401 2.744 3.087 3.430

LATERAL TIES No. of RSB TIES x 20' G.I. TIE WIRE NEEDED No.of RSB per meter length of post 6.70 5.15 6.70 5.15 4.13 3.43 3.00 2.71 6.70 5.15 4.13 3.43 3.00 2.71 6.70 5.15 4.13 3.43 3.00 2.71

33.500 25.750 40.200 30.900 24.780 20.580 18.000 16.260 50.250 38.625 30.975 25.725 22.500 20.325 57.429 44.143 35.400 29.400 25.714 23.229

9.102 6.996 9.102 6.996 5.611 4.660 4.075 3.682 9.102 6.996 5.611 4.660 4.075 3.682 9.102 6.996 5.611 4.660 4.075 3.682

6.70 5.15 4.13 3.43 3.00 2.71 6.70 5.15 4.13 3.43 3.00 2.71

67.000 51.500 41.300 34.300 30.000 27.100

9.102 6.996 5.611 4.660 4.075 3.682

57.429 44.143 35.400 29.400 25.714 23.229

9.102 6.996 5.611 4.660 4.075 3.682

6.70 5.15 4.13 3.43 3.00 2.71

67.000 51.500 41.300 34.300 30.000 27.100

9.102 6.996 5.611 4.660 4.075 3.682

6.70 5.15 4.13 3.43 3.00 2.71

67.000 51.500 41.300 34.300 30.000 27.100

9.102 6.996 5.611 4.660 4.075 3.682

FLOOR bd. Ft / SQ. METER 660.02 984.62 1309.22

Reinf. 24 24 24 24 24 24 24 24 24

Tie wire 2.174 2.174 2.174 2.174 2.174 2.174 2.174 2.174 2.174

Aggregate base Course PCCP 1 ILLUSTRATION

Det. Length

Aggregate base Course Pavement width V= 1 PCCP Thickness =

0.1 Pavement width A= 1

ABC

Length (Unknown)

0.025

1

Price

0.025

Length (Unknown)

839.5

Price

1

1

898.18

cost 20.99

cost 898.18

RCP

TOTAL LENGTH = LENGTH =

Appropriation 800,000.00 870.35 say 870

919.17

DELIVERY CHARGE

0.00

I. Aggregate base Course V= V= ABC W/ 15% SHRINKAGE

pavement width

ABC

Length

1 21.75

0.025 @

870 839.5

SAY

25.0125 25

@

389.55 395

9,875.00

LABOR Foreman Laborers

500 /day 300 /day

Unit cost SAY

# of workers

# of Days

TOTAL

1 2

1 1

500 600

1,100.00

sub total 12% 12% 12% TOTAL

10,975.00 1,317.00 1,317.00 1,633.08 15,242.08

700.785 700.5

18,259.13

15,235.88

II. PCCP A= A= V=

pavement width

Length

1 870 87

870 @

MATERIALS Cement Sand Gravel RSB 10mm

QTY

Lumber 15 - 2 x 2 x 12

Plywood C.u.nail Tie wire

EQUIPMENTS TRANSIT MIXER

9 0.5 1 7.15 1.95 0.7 0.068 0.2

54 3 6 43 12 5 0.5 1.5

PRICE 230 600 700 145 45 350 80 80

# of Days

/Day

TRIPS

TOTAL

1

1650

9 17.4

14850

# of workers

# of Days

TOTAL

1 1 5

2 2 2

1000 800 3000

4,800.00

sub total 12% 12% 12%

46,755.00 5,610.60 5,610.60 6,957.14

LABOR Foreman SKILLED Laborers

898.18

500 /day 400 /day 300 /day

Unit cost SAY

74.64 1015.1

TOTAL 12420 1800 4200 6235 540 1750 40 120

27,105.00 418,567.65

14,850.00

TOTAL

64,933.34 883,137.00

784,764.13

898,372.88

0.10 0.025

SUMMARY Aggregate base Course PCCP Delivery Charge

21.75 870.00 1

700.50 1015.10

TOTAL

cost 18,259.13

cost 781,416.60

799,675.73

9,738.82

15,235.88 883,137.00 898,372.88

3,456.25 13,147.41

783.00 43.50 87.00 622.05 169.65 60.90 5.92 17.40

565,066.33

783 44 87 622 170 61 6 18

200,000.00 87,122.92 112,877.08

LENGTH 870 870

1 0.20 0.10 5 7

PATHWAY