Quantity Calculator

(1)

Det. Length

Embankment width

Length

(Unknown) Area Price cost cost

A= 6 1 6 19.08 114.48 40,983.84 Aggregate Subbase Shoulder Length Thickness Length

(Unknown) VOLUME Price cost

V= 1 0.3 1 0.3 759 455.40

Aggregate base Course

Pavement

width ABC

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 width Length A= 6 358 ILLUSTRATION Subgrade Preparation Aggregate Subbase Aggregate base Course PCCP Subgrade Prep. Appropriation 2,000,000.00 358.16 Subgrade Prep. 7m 5m 1m 1m ABC PCCP SUB BASE SUB BASE

(2)

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 _workers# of _Days# of TOTAL

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

Foreman 500 /day 1 1 500 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

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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

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 TOTAL

Cement 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)

Diamond blade 0.5 15000 7500 1,037,516.00

EQUIPMENTS _Days# of /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

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

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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 1,675,153.60 Delivery 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)

28,410.25 29,510.25 119,315.87 88,382.12 29,833.74

(7)

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)

188,235.76 363,130.60 907,964.26 106,835.76 1,225,751.76

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LENGTH 358.00 358.00 358.00 358.00

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Det. Length Subgrade Preparation Embankment width Length

(Unknown) Area Price cost

A= 5.5 1 5.5 19.08 104.94

Length Thichness _(Unknown)Length Price _cost

V= 3.5 0.2 1 0.7 759.00 531.30

TOTAL 636.24

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

Foreman 500 /day 1 3.5 1,750.00 Laborers 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 Subgrade Preparation

Aggregate base Course

EQUIPMENTS Aggregate Subbase Appropriation 1,000,000.00 1571.73 Subgrade Prep. 6.0 5.0

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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 Grader 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

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 0.12 TOTAL 310,810.50 SAY

Aggregate Subbase Course

MATERIALS EQUIPMENTS

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4386 19.13 548.25 758.97 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 Subgrade Preparation SUMMARY Aggregate Subbase 0.15

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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 47,571.36 443,999.36 310798.215 500,009.48

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LENGTH 83,904.18 797.4545 416,105.30 783.2143 500,009.48

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

ELECTRICAL 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 LAYING CEMENT

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 PERIMETER DIMENSION (CM) MIXTURE CLASS X 20 X 40 c

AREA MIXTURE _CLASS CEMENT SAND

CEMENT SAND GRAVEL

SIZE OF CHB MIXTURE _CLASS CEMENT SAND

B,C,D GRAVEL SUMMARY CHB 0 0

MASONRY

PERIMETER HEIGHT # OF CHB COLUMN LENGTH COLUMN WIDTH COLUMN HEIGHT No. of Column total

(33)

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 0.8m 0.25 m 15pcs. 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 Width _BeamsNo. of 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)}

AREA LENGTH 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 VOLUME

0 cu.m.

284.25 CORRIDOR

LENGTH Width Thickness VOLUME

CONC. WORKS

COLUMNS COLUMN LENGTH COLUMN WIDTH COLUMN

HEIGHT VOLUME TOTAL

284.25 cu.m. Column Footing Foundation Length Foundation Width Foundation Height No. of Column VOLUME Wall Footing

Width Thickness FOUNDATION

PERIMETER VOLUME

WALL PERIMETER

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12mm 27pcs 15pcs 1 m 405 m 5.33 kg 10mm 460 pcs 1 pcs 6 m 2760 m 0.61667 kg 16mm 10pcs 15pcs 0.8 m 120 m 11.8375 kg 16mm 4 pcs 15pcs 6 m 360 m 1.57833 kg 10mm 4 pcs 15pcs 6 m 360 m 0.61667 kg SINGLE GUTTER LENGTH RAFTER LENGTH 70 1 ½ 0.7 4.50 2.4 (8') 2.4 (8') 0 100 pcs 100 pcs 0 DOUBLE GUTTER LENGTH RAFTER LENGTH 70 1 ½ 0.7 4.80 3 (10') 2.1 (7') 0 200 pcs 200 pcs 0 18 2 ½ 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 Length Total Length Unit Wt.

ROOFING

SIDE LAPPING COMBINATION OF LENGTH SIZE _ColumnNo. / _ColumnNo. of

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

(36)

TOTAL VOLUME

(37)

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 60 2640 2640 0 67 44.44 COMBINATION

OF LENGTH G.I. ROOFING

NAILS G.I. RIVETS (kg) 0 200 8000.00 8000 30 20.00 100.00 3600 3600.00 G.I. ROOFING NAILS G.I. RIVETS (kg) 0 Weight COMBINATION OF LENGTH

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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)

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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

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(45)

Item # : CURB & GUTTER

L = 550 m V = 80 cu.m.

I. MATERIALS

Portland Cement 800 bags @ 220 = 176,000.00

Sand 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 RSB 550 m 0.20 = 2365 m @ 0.888 kg/m0.86 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.

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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.

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LAYING CHB #4

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

73.2 12.5 0.0375

CHB #5

area 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 GIRDER 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)

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 47.25 10 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

(49)

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

(50)

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 8.208 7" 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 JOIST PER SQUARE METER Area 20.9 joist dimension (0.40m x 0.40m) (0.40m x 0.60m) 2"x 2" 134.1153 113.8005 2"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

(51)

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

ROOF ACCESSORIES

Material 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 Nails

inches 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 6,200 16d 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 & Bridging 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 & cleats 1000 b.f 18.38 20d

5. Trusses 1000 b.f 7.93 20d

6. Facia Board 1000 b.f 9.57 8d

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12.93 20d or 9.20 6d or 6.07 10d 8. Ceiling Board ( 1 x 8 ) 1000 b.f 4.55 6d 9. Plywood Ceiling 18 pcs 1 2d 10. Sidings 1000 b.f 4.55 6d 11. 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 area

70 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 5.12 1.00m 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 WORKS

AREA 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)

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 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

(54)

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 no. pcs horizontal reinf.

2.592 5.184 8" 40.42

6" 40.42

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

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 CHB FOOTING REINFORCEMENT

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1.875 3.7500 2.25 4.5000 2.625 5.2500 3 6.0000 3.375 6.7500 3.75 7.5000

FOOTING Cement, sand ,Gravel, Reinforcement, tie wire

SAND 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 8 24 10 6 8 10 12 14 16 28 8 6 8 10 12 14 16 32 7 6 8 10 12 14 16 LATERAL TIES

(56)

36 6 6 8 10 12 14 16 40 6 8 32 7 6 8 10 12 14 16 36 6 6 8 10 12 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

(57)

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 (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

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

joist spacing

(58)

28" 32" 27" 27"

ITEMS Effective Length

Gutter 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

(59)

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

tile grout 2kg pack tile adhesive 25kg pack cement sand

3.5 7.56 11.025 1.75

Ration = 1:4 Ration = 1:100 sq.m. Ration = 4:100 sq.m. Ration = 1quart:4gal

thinner for QDE paints in gal Putty _ gal sand paper #240, #320 tinting color

1.42 1.71 6.84 1.42

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ties total CHB footing reinf. Tie wire

28.85 69.27

38.45 78.87

(62)

FOOTING Cement, sand ,Gravel, Reinforcement, tie wire

CEMENT 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 6.996 6.70 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 LATERAL 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 5.611 3.43 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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Det. Length

Pavement

width ABC

Length

(Unknown) Price cost

V= 1 0.025 1 0.025 839.5 20.99 PCCP Thickness = 0.1 Pavement width Length

(Unknown) Price cost

A= 1 1 1 898.18 898.18

RCP

TOTAL 919.17

0.00 LENGTH =

say 870 I.

pavement width ABC _Length

V= 1 0.025 870

V= 21.75 @ 839.5

ABC W/ 15% 25.0125 389.55

SHRINKAGE SAY 25 @ 395 9,875.00

ILLUSTRATION Aggregate base Course

PCCP

Appropriation 800,000.00

870.35

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LABOR _workers# of _Days# of TOTAL Foreman 500 /day 1 1 500 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 1750 C.u.nail 0.068 0.5 80 40 Tie wire 0.2 1.5 80 120 27,105.00 418,567.65

EQUIPMENTS _Days# of /Day TRIPS TOTAL

TRANSIT MIXER 1 1650 9 14850 14,850.00

17.4

Foreman 500 /day 1 2 1000 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

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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 SUMMARY 0.10 0.025

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3,456.25 13,147.41 783.00 783 43.50 44 87.00 87 622.05 622 169.65 170 60.90 61 5.92 6 17.40 18 565,066.33

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200,000.00 87,122.92 112,877.08

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LENGTH

870

870

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5 7 1 1 0.20 0.10

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