quantity calculator

8/11/2019 Quantity Calculator

1/96

Det. Length

Embankment

width

Length

(Unknown)Area Price cost cost

A= 6 1 6 19.08 114.48 40,983.84

Aggregate Subbase

Shoulder

LengthThickness

Length

(Unknown)VOLUME Price cost

V= 1 0.3 1 0.3 759 455.40

Aggregate base Course

Pavement

widthABC

Length

(Unknown)VOLUME Price cost

V= 4 0.1 1 0.4 839.5 335.80

PCCP

Thickness = 0.2

Pavement

width

Length

(Unknown)Area Price cost

A= 4 1 4 1,169.60 4,678.40

0.15 898.18

0.20 1169.6

TOTAL 5,584.08

LENGTH =DELIVERY

CHARGE

0.00

LENGTH =

say 358

I.

Embankment

widthLength

A= 6 358

ILLUSTRATION

Subgrade Preparation

Aggregate Subbase


PCCP

Subgrade Prep.

Appropriation

2,000,000.00358.16

Subgrade Prep.

7m

5m 1m1m

ABC

PCCPSUB

BASE

SUB

BASE


2/96

A= 2148 @ 19.08

300sq.m/hr

EQUIPMENTS QTY HOURS TOTAL

Road Grader 2000 /hour 1 6 12000

Road Roller 1500 /hour 1 9 13500

Water truck 1000 /hour 1 3.5 3500 29,000.00

LABOR# of

workers

# of

DaysTOTAL

Foreman 500 /day 1 1 500

Laborers 300 /day 2 1 600 1,100.00

sub total 30,100.00

12% 3,612.00

Unit cost 19.15 10% 3,010.00

SAY 19.15 12% 4,406.64

TOTAL 41,128.64

40,983.84 41,134.20

II.

shoulder thickness Length

V= 1 0.3 358

V= 107.4 @ 759

214.80

COURSE W/ 15% 247.02 357.82

SHRINKAGE SAY 247 @ 350 86,450.00

MATERIALS

EQUIPMENTS 50 cu.m/hr QTY HOURS TOTAL

Road Grader 2000 /hour 1 7 14000

Road Roller 1500 /hour 1 9 13500

Water truck 1000 /hour 1 4.5 4500 32,000.00

LABOR# of

workers

# of

DaysTOTAL


Laborers 300 /day 2 1 600 1,100.00

sub total 119,550.00

12% 14,346.00

Unit cost 760.49 10% 11,955.00

SAY 760.49 12% 17,502.12

TOTAL 163,353.12

Aggregate Subbase


3/96

163,033.20 SAY 163,033.20

III.

pavement width ABC Length

V= 4 0.1 358

V= 143.2 @ 839.5

ABC W/ 15% 164.68 388.60

SHRINKAGE SAY 165 @ 400 66,000.00

MATERIALS

EQUIPMENTS QTY HOURS TOTAL

Road Grader 2000 /hour 1 4 8,000.00

Road Roller 1500 /hour 1 7 ########

Water truck 1000 /hour 1 1.5 1,500.00 20,000.00

LABOR# of

workers

# of

DaysTOTAL

Foreman 500 /day 1 1 500.00

Laborers 300 /day 2 1 600.00 1,100.00

sub total 87,100.00

12% 10,452.00

Unit cost 831.099 12% 8,710.00

SAY 831.1 12% 12,751.44

TOTAL 119,013.44

120,216.40 119,013.52

IV.

PCCP 108 sq.m/hr

pavement width Length

A= 4 358

A= 1432 @ 1,169.60

V= 286.4

MATERIALS QTY PRICE TOTALCement 10.5 3007.0 230 691610

Sand 0.5 143.5 600 86100

Gravel 1 287.0 700 200900

RSB 16mm 0.1 29.0 350 10150 7.8

Lumber 40 - 2 x 6 x 12 1.95 570.0 40 22800

0

Asphalt sealant 0.6 172.0 98 16856

C.u.nail 0.068 20.0 80 1600



4/96

Diamond blade 0.5 15000 7500 1,037,516.00

EQUIPMENTS# of

Days/Day TRIPS TOTAL

TRANSIT MIXER 1 1650 57 94050

CONC. VIBRATOR 1 500 9 4500

CONC. SAW 1 1000 7 7000

BAR CUTTER 1 500 3 1500 107,050.00

LABOR# of

workers

# of

DaysTOTAL

Foreman 500 /day 1 22 11000

SKILLED 400 /day 2 22 17600

Laborers 300 /day 8 22 52800 81,400.00

sub total 1,225,966.00

12% 147,115.92

Unit cost 1,169.80 12% 122,596.60

SAY 1169.8 12% 179,481.42

TOTAL 1,675,159.94

1,675,153.60

1,998,654.57

1,674,867.20


5/96

Subgrade Preparation 2,148.00 19.15 41,134.20

Aggregate Subbase 214.80 760.49 163,353.25

Aggregate base Course 143.20 831.10 119,013.52

PCCP 1,432.00 1169.80 1,675,153.60Delivery Charge 1 -

TOTAL 1,998,654.57

cost

163,033.20

cost

120,216.40

cost

1,674,867.20

1,999,100.64

SUMMARY

.15m

.10m


6/96

28,410.25

29,510.25

119,315.87

88,382.12

29,833.74


7/96

64,119.52

19,461.35

86,561.35

3,007.20

143.20

286.40

28.64 2233.92

558.48

-

171.84

19.48


8/96

188,235.76

363,130.60

907,964.26

106,835.76

1,225,751.76


9/96

LENGTH

358.00

358.00

358.00

358.00


10/96


11/96


12/96


13/96


14/96


15/96


16/96


17/96


18/96


19/96


20/96


21/96


22/96


23/96


24/96


25/96


26/96


27/96

Det. Length

Subgrade PreparationEmbankment

width

Length

(Unknown)Area Price cost

A= 5.5 1 5.5 19.08 104.94

Length ThichnessLength

(Unknown)Price cost

V= 3.5 0.2 1 0.7 759.00 531.30

TOTAL 636.24

LENGTH =DELIVERY

CHARGE

26,000.00

LENGTH =

say 585

I.

Embankment

width Length

A= 5.5 585

A= 3217.5 @ 19.08

QTY HOURS TOTAL

Bulldozer 2000 /hour 1 28 56,000.00

21

LABOR# of

workers

# of

DaysTOTAL

Foreman 500 /day 1 3.5 1,750.00Laborers 300 /day 2 3.5 2,100.00

2.6

sub total

0.12

Unit cost 25.83 0.12

SAY 19.13 0.12

TOTAL

ILLUSTRATION



EQUIPMENTS

Aggregate Subbase

Appropriation

1,000,000.00

1571.73

Subgrade Prep.

6.0

5.0


28/96

61,389.90 SAY

II.

WIDTH thickness Length

V= 3.5 0.2 585

V= 409.5 @ 759.00

COURSE W/ 15% 470.93 246.69

SHRINKAGE SAY 672 @ 400

QTY HOURS TOTAL

Road Grade 2000 /hour 1 10 20,000.00

Road Roller 1500 /hour 1 7 10,500.00

Water truck 1000 /hour 1 5 5,000.00

LABOR# of

workers

# of

DaysTOTAL

Foreman 500 /day 1 14 7,000.00

Laborers 300 /day 2 14 8,400.00

sub total

0.12

Unit cost 1,084.25 0.12

SAY 758.97 0.12TOTAL

310,810.50 SAY

Aggregate Subbase Course

MATERIALS

EQUIPMENTS


29/96

4386 19.13548.25 758.97

TOTAL

56,000.00

3,850.00

59,850.00 44,203.56

7,182.00

7,182.00

8,905.68

83,119.68


SUMMARY

Aggregate Subbase

0.15


30/96

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)

319,700.00 223,797.88

38,364.00

38,364.00

47,571.36443,999.36

310798.215

500,009.48


31/96

LENGTH

83,904.18 797.4545416,105.30 783.2143

500,009.48


32/96

EXCAVATION

MASONRY

CONC WORKS

REINF. STEEL BARS

DOORS & WINDOWS

ROOFING WORKS

PAINTINGELECTRICAL WORKS\PLUMBING WORKS

EXCAVATION

Footing

V= 0 m 0.5 m 3 m 8 pcs. 0 cu.m.

No. of

Post

Size of

Post

AREA

(sq.m.)

0 0 0 0 0 PCS

MORTAR FOR BLOCK LAYINGCEMENT

SAND

0 0.00 bags 0.00 cu.m.

PLASTERING

0.00 bags 0.00 cu.m.

CHB FOOTING

0 40 0 bags 0

10,15,20 A,B

A,B,C,D

B

15 B 0

PERIMETERDIMENSION

(CM)

MIXTURE

CLASS

X 20 X 40 c

AREAMIXTURE

CLASSCEMENT SAND

CEMENT SAND GRA

SIZE OF CHBMIXTURE

CLASSCEMENT SAND

B,C,DGRAVEL

SU

CHB0 0

MASONRY

PERIMETER HEIGHT # OF CHB

o. ototal


33/96

No. of

Column

V= 189.50 m 6 m 0.25 m 1 284.25 cu.m.

0.00 m 0 m 0 m 0 0 cu.m.

V= 0.00 m 0.8 m 0.25 m 15 pcs. 0 cu.m.

0 m 0 m 0 m 0 pcs. 0 cu.m.

0

0

V= 0 m 0.3 m 53.45 m 0 cu.m.

BEAMS

LENGTH WidthNo. of

Beams VOLUME

V= 0.00 m 0.25 m 53.45 m 0 cu.m.

0 cu.m.

V= 0 m 4.1 m 0.1 m 0 cu.m.0 m 4 m 0.1 m 0 cu.m.

0 m 2.1 m 0.1 m 0 cu.m.

V= 0 m 1.5 m 0.1 m 0 cu.m.

others

V= 0 m 4.5 m 0.13 m 0 cu.m.

REINFORCEMENT STEEL

VERTICAL (tie wire)

AREALENGTH

OF TIES

25,30

160 30 467.77 m 343.25 m 7.58338 kg

40,60,80 2,3,4

40 3

COLUMNS

SPACING

(cm)

SPACING

LAYERS

VERTICAL

reinforcement

HORIZONTAL

REINFORCEMENT

# OF TIE WIRE

(kg)

LENGTH Width Thickness VOLUME

REINFORCEMENT STEEL BAR

FLOORING

LENGTH Width Thickness VOLUME TOTAL TOTAL V

0 cu.m.

84 5

CORRIDOR

LENGTH Width Thickness VOLUME

CONC. WORKS

COLUMNS

COLUMN

LENGTH

COLUMN

WIDTH

COLUMN

HEIGHTVOLUME TOTAL

284.25 cu.m.

Column Footing

Foundation

Length

Foundation

Width

Foundation

Height

No. of

ColumnVOLUME

Wall Footing

Width Thickness VOLUME

WALL

PERIMETER


34/96

12 mm 27 pcs 15 pcs 1 m 405 m 5.33 kg

10 mm 460 pcs 1 pcs 6 m 2760 m 0.61667 kg

16 mm 10 pcs 15 pcs 0.8 m 120 m 11.8375 kg

16 mm 4 pcs 15 pcs 6 m 360 m 1.57833 kg

10 mm 4 pcs 15 pcs 6 m 360 m 0.61667 kg

SINGLE

GUTTER

LENGTH

RAFTER

LENGTH

70 1 0.7 4.50 2.4 (8') 2.4 (8') 0

100 pcs 100 pcs 0

DOUBLE

GUTTER

LENGTH

RAFTER

LENGTH

70 1 0.7 4.80 3 (10') 2.1 (7') 0

200 pcs 200 pcs 0

18 2 0.6 5.40 3 (10') 2.7 (9') 0

60 pcs 60 pcs 0

3 2.7 0

SIDE

LAPPING

COMBINATION

OF LENGTH

copy # on the red

3 2.1 0

copy # on the red

2.4 2.4 0

Lengtho a

Unit Wt.

ROOFING

SIDE

LAPPING

COMBINATION

OF LENGTH

SIZE. o. o


35/96

0.00 bags

0.00 cu.m.

cu.m.

0 cu.m.

EL

MMARY

0 pcs.


36/96

LUME

cu m


37/96

2158.7

1702

1420.5

568.2

222

# OF

SHEETS

G.I.

WASHERS

(kg)

100 2.4 2.4 0 2.4 2.4 0

0 1800 1800 0 1800 1800 0 7200 PCS

pcs PCS PCS 57.14 kg

Kg Kg

# OF

pcs

G.I.

WASHERS

200 3 2.1 0 3 2.1 0 8000 PCS

0 4400 3600 0 4400 3600 0

pcs PCS PCS 63 kg

Kg Kg

60 3 2.7 0 3 2.7 0 2640 PCS

0 1320 1320 0 1320 1320 0

pcs PCS PCS 21 kg

Kg Kg

TOTAL 13280 PCS 10640 PCS 21280 PCS

TOTAL 110.67 Kg 59 Kg 169 Kg

22 14.67

602640 2640

67 44.44

G.I. ROOFING

NAILS

G.I. RIVETS

(kg)

2008000.008000

30 20.00

100.00 3600 3600.00

G.I. ROOFING

NAILS

G.I. RIVETS

(kg)

Weight


38/96


39/96


40/96

3600 PCS 3600 PCS

10640 PCS 10640 PCS

142 Kg 89 Kg

107 kg 67

22 kg

PCS

35 kg

2640 PCS 2640

kg

LEAD

WASHERS

(kg)

8000 PCS 8000 PCS

48 kg 30

UMBRELLA

NAILS

(kg)

kg

LEAD

WASHERS

(kg)

UMBRELLA

NAILS

(kg)


41/96


42/96


43/96

ITEM: ROADWAY EXCAVATION ( Using Backhoe)

L = 500m

QTY: 4500 cu.m.

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

III. LABOR

Foreman - 1 @ 500 / day x 20 days = 10,000.00

Laborer - 3 @ 300 / day x 20 days = 18,000.00

28,000.00

3 m 3 m


44/96


45/96

Item # : CURB & GUTTER

L = 550 m = 80 cu.m.

I. MATERIALS

Portland Cement 800 bags @ 220 = 176,000.00Sand 41.5 cu.m @ 600 = 24,900.00

Gravel 3/4 83.5 cu.m @ 750 = 62,625.00

RSB 12mm 780 pcs. @ 198 = 154,440.00

Tie wire 65 kgs. @ 80 = 5,200.00

Plywood 1/2 10 pcs. @ 500 = 5,000.00

4- 2x2x12 160 B.f. @ 40 = 6,400.00

C.W. Nail 10 kgs. @ 80 = 800.00

434,565.00

Extra Delivery Charge CEMENT 5 trips @ 4000 = 20,000.00

SAND 7 trips @ 4000 = 28,000.00

GRAVEL 14 trips @ 4000 = 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

RSB550 m

0.200.86 m @ 0.888 kg/m = 2,100.12 kg

+ ( 4 pcs ) ( 550 m) = 2,200 m @ 0.888 kg/m = 1,953.6 kg

4,053.72 kg

/ 5.328 kg/pcs.


46/96


47/96

LAYING

CHB #4

area pcs/sq.m. cell vol./ sq.m

73.2 12.5 0.0375

CHB #5area pcs/sq.m. cell vol./ sq.m

194.4 12.5 0.05625

CHB #6 pcs/sq.m. cell vol./ sq.m

area

320 12.5 0.075

PLASTERING

CHB #4

area pcs/sq.m. plaster vol./ sq.m(two faces)

124.8 12.5 0.0375

CHB #5

area pcs/sq.m. plaster vol./ sq.m(two faces)

455.87 12.5 0.0375

CHB REINFORCEMENT

area vertical spacing length in FEET/sq.m. SUB-TOTAL length

73.2 0.60m 6.875 503.25

horizontal spacing

every 3 layers 6.375 466.65

QTY OF CEMENT, SAND, GRAVEL PER METER OF CHB FOOTING

Length thickness width CEMENT class A bags

115.2 6 inches 12 inches 41.472

QUANTITY OF CEMENT, SAND, GRAVEL PER METER LENGTH OF POST, BEAM, AND GIRD

Total length sizes in inches CEMENT class A CEMENT class B

60 6 x 6 10.8 9.45

6 x 8 14.4 12.6

Length each post= 6 x 10 18 15.75

2.5 6 x 12 21.6 18.9

No. of Posts= 8 x 8 19.2 16.8

24 8 x 10 24 21

8 x 12 28.8 25.2

8 x 14 33.6 29.4

8 x 16 38.4 33.6


48/96

10 x 10 30 26.25

10 x 12 36 31.5

10 x 14 42 36.75

10 x 16 48 42

10 x 18 54 47.2510 x 20 60 52.5

QUANTITY OF CEMENT, SAND, GRAVEL PER SQUARE METER OF SLAB AND WALLS

area thickness in inches CEMENT class A CEMENT class B

18.5625 2 7.425 6.496875

3 11.1375 9.7453125

4 14.85 12.99375

5 18.5625 16.2421875

6 22.275 19.490625

7 25.9875 22.7390625

8 29.7 25.9875

9 33.4125 29.2359375

10 37.125 32.484375

POST REINFORCEMENT::::LENGTH OF LATERAL TIE AND NUMBER IN ONE 6-M BAR

Column Dimension Lateral tie dimension

Length of post(M) W x L Width (inch) Length (inch)

No. of Posts=

15 6 x 8 3 5

Length each Post=4 8 x 8 5 5

Total Length of Post

60

No. of MAIN BARS=

4

8 x 10 5 7

8 x 12 5 9


49/96

8 x 14 5 11

8 x 16 5 13

10 x 10 7 7

10 x 12 7 9

10 x 14 7 11

10 x 16 7 13

10 x 18 7 15

12 x 12 9 9

12 x 14 9 11

12 x 16 9 13

12 x 18 9 15

14 x 14 11 11

MAIN REINFORCEMENT FOR COLUMN, BEAM, GIRDER

Length (meter) No. of main Bars/ col Total Pcs of 20' Bar

2.75 4 2

6 3

8 4

10 5

12 6


50/96

CONCRETE SLAB REINFORCEMENT

Bar

area spacing (inch) 20' bar per SQ.M. Tie Wire KGS/SQ.M.

54 4" 180.900 11.772

5" 153.468 10.530

6" 132.300 8.2087" 121.500 6.966

8" 112.482 6.102

9" 101.736 5.508

10" 95.148 4.590

11" 90.126 4.320

12" 85.644 3.996

BOARD FOOT OF STUDS AND CEILING JOISTPER SQUARE METER

Area

20.9 joist dimension (0.40m x 0.40m) (0.40m x 0.60m)

2"x 2" 134.1153 113.80052"x 3" 201.1625 173.7208

2" x 4" 268.2097 227.6219

CEILING BOARD

area sizes effective covering (sq.m) No. of pcs/ sq.m.

20.9 12" x 12" 0.0929 11.250

16" x 16" 0.1651 6.250

16" x 24" 0.2477 4.250

24" x 24" 0.3716 2.910

3' x 6' 1.6720 0.675

4' x 8' 2.9730 0.403

SCAFFOLDING

Length of column

or size Vertical Horizontal

Area of Floor(sq.m) in inches per Mt. height per Mt, height

108.2 2" x 2" 505.294 2272.2

2" x 3" 757.4 3426.694

2" x 4" 1009.506 4568.204

CORRUGATED G.I ROOFING

Length Rivets

in FEET 1-1/2 corrugation 2-1/2 corrugation Per sheet

6' 0.70 m 0.60 m 14

7' 0.70 m 0.60 m 19

Effective Covering _ side lap

One Way Slab

joist spacing

COLUMN (


51/96

8' 0.70 m 0.60 m 19

9' 0.70 m 0.60 m 19

10' 0.70 m 0.60 m 24

12' 0.70 m 0.60 m 29

OOF ACCESSORIESMaterial No. of Pcs / kilo

G.I roofing Nails 102

Lead washers 75

G.I Washers 126

G.I rivets 180

Tekscrew 7 pcs/sq.m.

COMMON NAILS

Size Length Approximate Number of Nailsinches No. to Lbs / Keg ( 45kgs )

2d 1 876 85,700

3d 1.1/4 568 54,800

4d 1.1/2 316 29,800

5d 1.3/4 271 25,500

6d 2 181 17,900

7d 2.1/4 161 15,300

8d 2.1/2 106 10,100

9d 2.3/4 96 8,900

10d 3 69 6,600

12d 3.1/4 63 6,20016d 3.1/2 49 4,900

20d 4 31 3,100

30d 4.1/2 24 2,400

40d 5 18 1,800

50d 5.1/2 14 1,300

60d 6 11 1,100

USED AND APPROX. QUANTITIES OF NAILS

Material Unit Per Required Kilos Size

1. Floor joist & Bridgin 1000 b.f 10.35 20d

2. Flooring a. Soft 1000 b.f 14.34 8d

b. Hard 1000 b.f 8.25 6d

3. Studs 1000 b.f 10.43 8d

4. Rafters,Purlins & cl 1000 b.f 18.38 20d

5. Trusses 1000 b.f 7.93 20d

6. Facia Board 1000 b.f 9.57 8d

7. Ceiling Joist 1000 b.f 16.3 8d


52/96

12.93 20d

or 9.20 6d

or 6.07 10d

8. Ceiling Board ( 1 x 1000 b.f 4.55 6d

9. Plywood Ceiling 18 pcs 1 2d

10. Sidings 1000 b.f 4.55 6d11. Base Board 1000 b.f 6.08 6d

12. Ballustrade 1000 b.f 8.2 6d

13. Scaffolding mt. ht of column 0.73 20d

14. Forms

a. T & G 1000 b.f 6.33 6d

b. Plywood 1/4 pc 0.07 2d

1/2 pc 0.22 4d

TILING WORKS

AREA Tile size no. of pcs / sq.m. TOTAL pcs as to given area70 20cm x 20cm 25 1750

30cm x 30cm 11.11 777.7

40cm x 40cm 6.25 437.5

60cm x 60cm 2.78 194.6

EXCAVATION FOR STRUCTURE

Column footing

depth no. of footings size volume

1 8 0.50m x 0.50m 2

0.60m x 0.60m 2.88

0.80m x 0.80m 5.121.00m x 1.00m 8

1.20m x 1.20m 11.52

wall footing

length depth w/ 2 layer CHB width volume

38.1 0.5 0.3 5.715

PAINTING WORKSAREA coverage in sq.m. / gal. no. of coating total gallos required

170.9 30 1 5.70

2 11.39

3

Note: 1 tin = 4 gallons

1 gal = 4 ltrs


53/96

NOTE: tinting color

1 gal = 4 quarts @

1 quart = 4 pints@

1/2 quart @

1/4 quart @

1/8 quart @

SOIL POISONING

AREA coverage sq.m. no. of chlordane_ltr

101.4 4 mixture 1:100

coverage 4ltrs mixture/sq.m. of slab

4.056

length of wall footing

length coverage / mtr

100 5.685 mixture 1:100

coverage 4gal mixture/10ft length/ft. depth

or 1.5 ltr mixture / ft. length of wallor 5.685 ltr mixture / mtr of wall

5.685

WOOD PRESERVATIVE

AREA coverage sq.m./ltr no. of solignum_ltr

100 o 8 sq.m. of wood surface / 5

20


54/96

laying vol./ sq.m TOTAL CHB SAND CEMENT

0.00625 915 3.2025 28.8225


0.008125 2430 12.5145 112.6305


0.01 4000 27.2 244.8

SAND CEMENT

4.68 42.12

SAND CEMENT

17.095125 153.856125

TOTAL LENTGH TOTAL # OF PCS TIE WIRES #16

KGS/sq. m.

969.9 48.495 1.3908

SAND cu.m. GRAVEL cu.m. TIES SPACING o. pcs horizontal reinf.

2.592 5.184 8" 40.42

6" 40.42

R

SAND cu.m. GRAVEL cu.m.

0.675 1.3500

0.9 1.8000

1.125 2.2500

1.35 2.7000

1.2 2.4000

1.5 3.0000

1.8 3.6000

2.1 4.2000

2.4 4.8000


55/96

1.875 3.7500

2.25 4.5000

2.625 5.2500

3 6.0000

3.375 6.75003.75 7.5000

FOOTING CemSAND cu.m. GRAVEL cu.m. Size of Footing thickness in inches

0.4640625 0.928125 Length= 2

0.66268125 1.3921875 0.75 3

0.928125 1.85625 Width= 4

1.16015625 2.3203125 0.75 5

1.3921875 2.784375 6

1.62421875 3.2484375 No. of Longitudinal= 7

1.85625 3.7125 4 8

2.08828125 4.1765625 No. of Transverse= 9

2.3203125 4.640625 4 10

No. of Footing=

24

Length of each Tie No. of pcs in one bar spacing in (inches)

20 12 6

824 10 6

8

10

12

14

16

28 8 6

8

10

12

14

16

32 7 6

8

10

12

14

16


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36 6 6

8

10

12

14

1640 6 8

32 7 6

8

10

12

14

16

36 6 6

8

1012

14

16

40 6

44 5

48 5

40 6 6

8

10

12

14

16

44 5

48 5

52 4

48 5

enter

total no. of ties per comp tie wire kgs/m

100 2.264150943

50 1.698113208

50 2.264150943

50 2.830188679

50 3.396226415


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20' bar per SQ.M. Tie Wire KGS/SQ.M.

224.100 24.786

185.760 21.006

164.160 15.228137.700 10.692

126.900 7.128

109.080 5.670

98.280 4.482

92.340 3.726

86.400 3.024

(0.60m x 0.60m)

93.5066140.2599

187.0132

TOTAL pcs as to given area

235.125

130.625

88.825

60.819

14.1075

8.4227

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"

Two Way Slab

Bd, Ft ) BEAM (Bd. Ft. )


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28"

32"

27"

27"

ITEMS Effective LengthGutter 2.4

Valley Roll 2.4

Flashing 2.3

Hipped 2.2

Ridge Roll 2.2

Soldering Lead 1/4 bar / soldering joint

Muriatic Acid 10 cc / soldering lead

Kind

CWN

Flr Brads

Flr Brads

CWN

CWN

CWN

CWN

CWN


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CWN

CWN

CWN

Casing Brads

Finishing

CWNFinishing

Finishing

CWN

CWN

CWN

CWN

CWN

tile grout 2kg pack tile adhesive 25kg pack cement sand3.5 7.56 11.025 1.75

Ration = 1:4 Ration = 1:100 sq.m. Ration = 4:100 sq.m. Ration = 1quart:4galthinner for QDE paints in gal Putty _ gal sand paper #240, #320 tinting color

1.42 1.71 6.84 1.42

2.85 2.85


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61/96

ties total CHB footing reinf. Tie wire

28.85 69.27

38.45 78.87

CHB FOOTING REINFORCEMENT


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nt, sand ,Gravel, Reinforcement, tie wireCEMENT class A CEMENT class B SAND cu.m. GRAVEL cu.m.

6.174 5.488 0.343 0.686

9.261 8.232 0.514 1.029

12.348 10.976 0.686 1.372

15.434 13.720 0.857 1.715

18.521 16.463 1.029 2.058

21.608 19.207 1.200 2.401

24.695 21.951 1.372 2.744

27.782 24.695 1.543 3.087

30.869 27.439 1.715 3.430

No. of RSB TIES x 20'G.I. TIE WIRE NEEDED

No.of RSB per meter length of post

6.70 33.500 9.102

5.15 25.750 6.9966.70 40.200 9.102

5.15 30.900 6.996

4.13 24.780 5.611

3.43 20.580 4.660

3.00 18.000 4.075

2.71 16.260 3.682

6.70 50.250 9.102

5.15 38.625 6.996

4.13 30.975 5.611

3.43 25.725 4.660

3.00 22.500 4.075

2.71 20.325 3.682

6.70 57.429 9.102

5.15 44.143 6.996

4.13 35.400 5.611

3.43 29.400 4.660

3.00 25.714 4.075

2.71 23.229 3.682

ATERAL TIES


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6.70 67.000 9.102

5.15 51.500 6.996

4.13 41.300 5.611

3.43 34.300 4.660

3.00 30.000 4.075

2.71 27.100 3.682-

6.70 57.429 9.102

5.15 44.143 6.996

4.13 35.400 5.611

3.43 29.400 4.660

3.00 25.714 4.075

2.71 23.229 3.682

6.70 67.000 9.102

5.15 51.500 6.996

4.13 41.300 5.6113.43 34.300 4.660

3.00 30.000 4.075

2.71 27.100 3.682

6.70 67.000 9.102

5.15 51.500 6.996

4.13 41.300 5.611

3.43 34.300 4.660

3.00 30.000 4.075

2.71 27.100 3.682


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FLOOR

bd. Ft

/ SQ. METER

660.02

984.62

1309.22


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Reinf. Tie wire

24 2.174

24 2.174

24 2.174

24 2.174

24 2.174

24 2.174

24 2.174

24 2.174

24 2.174


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LABOR# of

workers

# of

DaysTOTAL


Laborers 300 /day 2 1 600 1,100.00

sub total 10,975.00

12% 1,317.00

Unit cost 700.785 12% 1,317.00

SAY 700.5 12% 1,633.08

TOTAL 15,242.08

18,259.13 15,235.88

II.

PCCP

pavement width Length

A= 1 870

A= 870 @ 898.18

V= 87

MATERIALS QTY PRICE TOTAL

Cement 9 54 230 12420

Sand 0.5 3 600 1800

Gravel 1 6 700 4200

RSB 10mm 7.15 43 145 6235

Lumber 15 - 2 x 2 x 12 1.95 12 45 540

Plywood 0.7 5 350 1750C.u.nail 0.068 0.5 80 40

Tie wire 0.2 1.5 80 120 27,105.00

418,567.65

EQUIPMENTS# of

Days/Day TRIPS TOTAL

TRANSIT MIXER 1 1650 9 14850 14,850.00

17.4

LABOR# of

workers

# of

Days

TOTAL


SKILLED 400 /day 1 2 800

Laborers 300 /day 5 2 3000 4,800.00

sub total 46,755.00

12% 5,610.60

Unit cost 74.64 12% 5,610.60

SAY 1015.1 12% 6,957.14


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TOTAL 64,933.34

883,137.00

898,372.88

784,764.13


88/96


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Aggregate base Course 21.75 700.50 15,235.88

PCCP 870.00 1015.10 883,137.00

Delivery Charge 1 -

TOTAL 898,372.88

cost

18,259.13

cost

781,416.60

799,675.73

9,738.82

SUMMARY0.10

0.025


90/96

3,456.25

13,147.41

783.00 783

43.50 44

87.00 87

622.05 622

169.65 170

60.90 615.92 6

17.40 18

565,066.33


91/96

200,000.0087,122.92

112,877.08


92/96


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5

7

11

0.20

0.10


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