Endec Exam

7/28/2019 Endec Exam

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Project : DANA ROSE RESIDENCES

Location : Molino III, Bacoor, Cavite

Subject : Bill of Quantities

Date : 22-Nov-08

QTY. UNIT UNIT COST AMOUNT

I. GENERAL REQUIREMENTS1 Mobilization / Demobilization 1.00 l.s. 100,000.00 100,000.00

2 Temporary Facilities 1.00 l.s. 200,000.00 200,000.00

3 Survey & Stake Out 1.00 l.s. 120,000.00 120,000.00

4 Material Testing & FTD (by Third Party) 1.00 l.s. 50,000.00 50,000.00

Total for General Requirements 470,000.00

II. EARTHWORKS

1 Clearing and Grubbing (300mm) 42,538.00 sq.m. 18.00 765,684.00

2 Excavation (Cut) 14,252.20 cu.m. 58.00 826,627.66

3 Earthworks (Fill) 1,492.37 cu.m. 67.00 99,989.06

4 Imported Fill (Lastillas) 647.45 cu.m. 80.00 51,796.00

5 Disposal of Unsuitable Materials 12,761.40 cu.m. 80.00 1,020,912.00

Total for Earthworks 2,765,008.71III. ROADWORKS

1 Roadway Excavation 8,565.02 cu.m. 30.00 256,950.74

2 Subgrade Preparation 21,926.46 sq.m. 15.00 328,896.95

3 Base Coarse Preparation 983.44 cu.m. 780.00 767,083.20

4 Pavement, 150mm thk. - 3000psi 7,294.02 sq.m. 535.00 3,902,300.70

5 Sidewalk, 100mm thk. - 2000psi 2,488.20 sq.m. 450.00 1,119,690.00

6 Curbs and Gutter 3,006.80 l.m. 580.00 1,743,944.00

Total for Roadworks 8,118,865.58

IV. WATER DISTRIBUTION SYSTEM

A Water Tank / Deep Well / Pumphouse / Gen Set 1.00 l.s. 7,150,000.00 7,150,000.00

B Pipe Laying (Class 150)

1 100mm uPVC Pipe 509.76 l.m. 468.26 238,702.26

2 75mm uPVC Pipe 932.02 l.m. 275.00 256,305.503 Excavation 297.60 cu.m. 120.00 35,712.00

4 Sand Bedding 111.60 cu.m. 780.00 87,048.00

5 Backfill & Disposal 297.60 cu.m. 100.00 29,760.00

C C.I. Fittings and Accessories

1 100mm Gate Valve 6.00 pc. 13,376.80 80,260.80

2 75mm Gate Valve 9.00 pc. 12,500.00 112,500.00

3 Fire Hydrant 7.00 pc. 38,000.00 266,000.00

4 100 x 100 mm Cross Tee 3.00 pc. 5,711.20 17,133.60

5 100mm x 90 Elbow 1.00 pc. 4,201.60 4,201.60

6 75mm x 90 Elbow 6.00 pc. 2,561.60 15,369.60

7 100mm x 22.5 Elbow 4.00 pc. 1,916.80 7,667.20

8 75mm x 22.5 Elbow 5.00 pc. 1,511.20 7,556.009 100 x 100 mm Tee 1.00 pc. 4,662.40 4,662.40

10 75 x 75 mm Tee 1.00 pc. 3,108.80 3,108.80

11 100 x 75 mm Tee 4.00 pc. 4,112.00 16,448.00

12 100 x 75 mm Reducer 4.00 pc. 2,829.60 11,318.40

13 75mm x 3/4" Saddle Clamp 89.00 pc. 211.20 18,796.80

14 100mm x 3/4" Saddle Clamp 42.00 pc. 340.80 14,313.60

D House Service Connection

DESCRIPTION


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QTY. UNIT UNIT COST AMOUNTDESCRIPTION

1 Single 11.00 set 7,616.00 83,776.00

2 Double 120.00 set 7,740.00 928,800.00

E Concrete Thrust Blocks (2500psi) 54.00 set 124.00 6,696.00

Total for Water Distribution System 9,396,136.56

V. DRAINAGE SYSTEM

A Pipe Laying1 RCP 375 mm 1,490.44 l.m. 1,260.00 1,877,954.40

2 RCP 450 mm 578.59 l.m. 1,584.00 916,486.56

3 RCP 600 mm 96.04 l.m. 1,712.40 164,458.90

4 RCP 750 mm 102.92 l.m. 2,325.60 239,350.75

5 RCP 900 mm 117.27 l.m. 3,168.00 371,511.36

6 Excavation 1,137.43 cu.m. 120.00 136,491.05

7 Backfill / Disposal 1,137.43 cu.m. 100.00 113,742.54

8 Sand Bedding 176.30 cu.m. 780.00 137,514.73

B Manhole & Junction Box

1 Combination Catch Basin & Manhole Inlet 86.00 unit 6,765.57 581,838.85

Total for Drainage System 4,539,349.13

VI. PERIMETER FENCE1 Perimeter Fence 877.10 l.m. 2,000.00 1,754,200.00

Total for Fence 1,754,200.00

VII. RIPRAP

1 Riprap 624.62 cu.m. 1,600.00 999,392.00

2 Excavation 182.87 cu.m. 400.00 73,148.00

Total for Riprap 1,072,540.00

VII. MERALCO FACILITIES

Total for Meralco 41,974.00 sq.m. 35.00 1,469,090.00

TOTAL ESTIMATED DEVELOPMENT COST: 29,585,189.99

Prepared by:

ENGR. LEONARDO B. CAOILE


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ROW Width (m) Length (m) Pavement (m) PA (sq.m.) Gutter (m) GA (sq.m.)

rd 1 10 259.00 5.1 1,320.90 0.9 9

rd 2 8 314.00 4.8 1,507.20 0.9 7.2

rd 3 8 108.90 4.8 522.72 0.9 7.2

rd 4 8 269.00 4.8 1,291.20 0.9 7.2

rd 5 8 228.00 4.8 1,094.40 0.9 7.2

rd 6 8 233.00 4.8 1,118.40 0.9 7.2

rd 7 8 91.50 4.8 439.20 0.9 7.2

1,503.40 7,294.02 52.20

Water Line Length (m)

Road 1 234.19 100mmRoad 2 170.24 100mm 141.48 75mm

Road 3 109.99 75mm

Road 4 249.51 75mm

983.44 Road 5 215.87 75mm

Road 6 215.17 75mm

Road 7 105.33 100mm

509.76 932.02


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122.4 122.4

11.7 11.7

82.9 82.9

177.8 177.8124.9 0

5.3 0

9.6 0

4.2 0

15.8 0

14.4 0

7.7 0

20.2 0

64.3 0

48 48

167.9 167.9

877.1 610.7438.55

Cost per Square Meter: 695.50


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Sidewalk (m) SA (sq.m.) Planting Strip (m) PSA (sq.m.)

2.4 621.60 1.6 414.4

1.5 471.00 0.8 251.2

1.5 163.35 0.8 87.12

1.5 403.50 0.8 215.2

1.5 342.00 0.8 182.4

1.5 349.50 0.8 186.4

1.5 137.25 0.8 73.2

2,488.20 1409.92

20.00

35.00

50.00

100.00

100.00

300.00

450.00

3,000.00350.00

330.00

5,500,000.00

585.33

439.00

16,721.00

14,782.00

47,500.007,139.00

5,252.00

3,202.00

2,396.00

1,889.00

5,828.00

3,886.00


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5,140.00

3,537.00

264.00

426.00

9,520.009,675.00

155.00

540.00

610.00

850.00

1,000.00

1,600.00

120.00 100.00

780.00

8,456.96


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6.1.16 Masonry Works 997,580.64 -

6.1.17 Door Jambs 47,725.00 -

6.1.18 Roofing Works 153,756.00 -

6.1.19 Plumbing works 257,806.49 -

6.1.20 Electrical Works 86,406.40 -

7.1.1 Doors and Windows 421,550.00 -

7.1.2 Tileworks 999,281.20 -7.1.3 Ceiling Works 167,924.50 -

7.1.4 Cabinets and closets 280,131.75 -

7.1.5 Steelworks 162,573.22 -

7.1.6 Painting Works 586,714.75 -

7.1.7 Plumbing works 391,766.25 -

7.1.8 Electrical Works 410,377.50 -

7.1.9 Waterproofing 26,105.63 -

7.1.10 Demobilization 50,000.00 -

8.1.1 Site staff 480,000.00

8.1.2 Utilities 252,000.00

TOTAL ESTIMATED PROJECT COST (PhP) 10,291,065.830

7.0 FINISHING WORKS 3,496,424.80

8.0 PROJECT MANAGEMENT 732,000.00

3,496,424.80


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84.35%

0.00%

8.681 8.681

- -


10/11

0.294

0.589

1.202

2.301

3.450

4.731 4.9415.152 5.363

6.168

Chart Ti

Serie


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7.134

8.044 8.381

8.681 8.681 8.681 8.681 8.681 8.681

tle

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Endec Exam