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Project : 3-STOREY RESIDENTIAL WITH DECK Owner : Ms. Jesselle Llorando Subject : COST ESTIMATE COST PROPOSAL ITEM DESCRIPTION QTY. UNIT UNIT COST TOTAL MATERIAL LABOR UNIT COST I. GENERAL REQUIREMENTS A. Mobilization/Demobilization 1.00 50,000.00 50,000.00 B. Temporary Facilities 1.00 50,000.00 50,000.00 C. Safety & Housekeeping 1.00 - D. Technical Support & Supervision 1.00 - E. Permits & Licenses (including MERALCO and Maynilad/Manila Wate BY OWNER SUB-TOTAL (Item I) II. EARTHWORKS: a. Site Clearing/Lay-outing/Staking 1.00 lot 5,000.00 5,000.00 b. Excavation & Backfilling 162.00 250.00 250.00 c. Dewatering Works 1.00 lot 5,000.00 5,000.00 d. Soil Poisoning & Gravel Bedding 108.00 120.00 120.00 e. Sub-Grade Preparation & Compaction 108.00 60.00 60.00 f. Disposal of Unsuitable Materials / Debris 1.00 lot 20,000.00 20,000.00 SUB-TOTAL (Item II) III. STRUCTURAL WORKS A. Masonry Works 1.0 CHB Laying 966.00 400.00 150.00 550.00 2.0 Interior Plastering 966.00 180.00 120.00 300.00 Exterior Plastering 483.00 180.00 120.00 300.00 2,415.00 B. Concreting Works 1.0 Footing 38.40 3,000.00 150.00 3,150.00 2.0 Footing Tie Beam / Wall Footing 13.44 3,000.00 150.00 3,150.00 3.0 R. C. Columns 30.24 3,000.00 150.00 3,150.00 4.0 Staircase 3.60 3,000.00 150.00 3,150.00 5.0 Slab on Grade 10.80 3,000.00 150.00 3,150.00 6.0 Suspended Beams / Girders 53.76 3,000.00 150.00 3,150.00 7.0 Suspended Slabs 40.50 3,000.00 150.00 3,150.00 190.74 C. Rebar Works 1.0 Footing 2,800.32 kgs. 38.00 5.00 43.00 2.0 Footing Tie Beam / Wall Footing 5,600.67 kgs. 38.00 5.00 43.00 3.0 R. C. Columns 5,449.34 kgs. 38.00 5.00 43.00 4.0 Staircase 85.25 kgs. 38.00 5.00 43.00 5.0 Slab on Grade 2,192.00 kgs. 38.00 5.00 43.00 6.0 Suspended Beams / Girders 15,902.00 kgs. 38.00 5.00 43.00 7.0 Suspended Slab 11,045.00 kgs. 38.00 5.00 43.00 43,074.58 D. Formworks & Scaffolds 1.0 Footing 76.80 320.00 120.00 440.00 2.0 Footing Tie Beam / Wall Footing 134.40 320.00 120.00 440.00 3.0 Staircase 12.00 320.00 120.00 440.00 4.0 R. C. Columns 331.20 320.00 120.00 440.00 5.0 Slab on Grade 10.80 320.00 120.00 440.00 6.0 Suspended Beams / Girders 537.60 320.00 120.00 440.00 7.0 Suspended Slab 108.00 320.00 120.00 440.00 1,210.80 E. Roof Framing & Roofing 1.0 Roof framing 1.00 lot 40,000.00 40,000.00 2.0 Roofing Longspan ga. 24 143.00 450.00 450.00 SUB-TOTAL (Item III) IV. ARCHITECTURAL WORKS A. Tileworks 1.0 T & B: - wall (ht = 2.40m) 115.20 140.00 150.00 290.00 - floor 48.00 140.00 150.00 290.00 2.0 Hallway/Corridor/Deck 165.60 140.00 150.00 290.00 3.0 Bedrooms 108.00 140.00 150.00 290.00 4.0 Liv/Din/Fam/Kit 108.00 140.00 150.00 290.00 B. Painting Works 1.0 Interior 624.00 135.00 90.00 225.00 2.0 Exterior 483.00 135.00 90.00 225.00 3.0 Ceiling 324.00 135.00 90.00 225.00 C. Carpentry Works 1.0 Ceiling 324.00 450.00 250.00 700.00 2.0 Closet cabinets @ bedrooms (2.40 x 1.20m) 25.92 450.00 250.00 700.00 3.0 Kitchen cabinets 36.00 450.00 250.00 700.00 SUB-TOTAL (Item IV) V. DOORS & WINDOWS A. Doors 1.0 D1 0.90 X 2.10m panel door 2.00 units 10,500.00 650.00 11,150.00 2.0 D2 0.70 x 2.10m panel door 4.00 units 7,500.00 650.00 8,150.00 3.0 D3 0.70 x 2.10m flush door 2.00 units 4,500.00 650.00 5,150.00 4.0 D4 0.60 x 2.10m flush door 4.00 units 3,500.00 650.00 4,150.00

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Page 1: Estimate Fence

Project : 3-STOREY RESIDENTIAL WITH DECK

Owner : Ms. Jesselle Llorando

Subject : COST ESTIMATE

COST PROPOSAL

ITEM DESCRIPTION QTY. UNIT UNIT COST TOTAL

MATERIAL LABOR UNIT COST I. GENERAL REQUIREMENTS

A. Mobilization/Demobilization 1.00 50,000.00 50,000.00 B. Temporary Facilities 1.00 50,000.00 50,000.00 C. Safety & Housekeeping 1.00 - D. Technical Support & Supervision 1.00 - E. Permits & Licenses (including MERALCO and Maynilad/Manila Waters) BY OWNER

SUB-TOTAL (Item I)

II. EARTHWORKS: a. Site Clearing/Lay-outing/Staking 1.00 lot 5,000.00 5,000.00 b. Excavation & Backfilling 162.00 m³ 250.00 250.00 c. Dewatering Works 1.00 lot 5,000.00 5,000.00 d. Soil Poisoning & Gravel Bedding 108.00 m² 120.00 120.00 e. Sub-Grade Preparation & Compaction 108.00 m² 60.00 60.00 f. Disposal of Unsuitable Materials / Debris 1.00 lot 20,000.00 20,000.00

SUB-TOTAL (Item II)

III. STRUCTURAL WORKS A. Masonry Works

1.0 CHB Laying 966.00 m² 400.00 150.00 550.00 2.0 Interior Plastering 966.00 m² 180.00 120.00 300.00

Exterior Plastering 483.00 m² 180.00 120.00 300.00 2,415.00

B. Concreting Works 1.0 Footing 38.40 m³ 3,000.00 150.00 3,150.00 2.0 Footing Tie Beam / Wall Footing 13.44 m³ 3,000.00 150.00 3,150.00 3.0 R. C. Columns 30.24 m³ 3,000.00 150.00 3,150.00 4.0 Staircase 3.60 m³ 3,000.00 150.00 3,150.00 5.0 Slab on Grade 10.80 m³ 3,000.00 150.00 3,150.00 6.0 Suspended Beams / Girders 53.76 m³ 3,000.00 150.00 3,150.00 7.0 Suspended Slabs 40.50 m³ 3,000.00 150.00 3,150.00

190.74 C. Rebar Works

1.0 Footing 2,800.32 kgs. 38.00 5.00 43.00 2.0 Footing Tie Beam / Wall Footing 5,600.67 kgs. 38.00 5.00 43.00 3.0 R. C. Columns 5,449.34 kgs. 38.00 5.00 43.00 4.0 Staircase 85.25 kgs. 38.00 5.00 43.00 5.0 Slab on Grade 2,192.00 kgs. 38.00 5.00 43.00 6.0 Suspended Beams / Girders 15,902.00 kgs. 38.00 5.00 43.00 7.0 Suspended Slab 11,045.00 kgs. 38.00 5.00 43.00

43,074.58 D. Formworks & Scaffolds

1.0 Footing 76.80 m² 320.00 120.00 440.00 2.0 Footing Tie Beam / Wall Footing 134.40 m² 320.00 120.00 440.00 3.0 Staircase 12.00 m² 320.00 120.00 440.00 4.0 R. C. Columns 331.20 m² 320.00 120.00 440.00 5.0 Slab on Grade 10.80 m² 320.00 120.00 440.00 6.0 Suspended Beams / Girders 537.60 m² 320.00 120.00 440.00 7.0 Suspended Slab 108.00 m² 320.00 120.00 440.00

1,210.80 E. Roof Framing & Roofing

1.0 Roof framing 1.00 lot 40,000.00 40,000.00 2.0 Roofing Longspan ga. 24 143.00 m² 450.00 450.00

SUB-TOTAL (Item III)

IV. ARCHITECTURAL WORKS A. Tileworks

1.0 T & B: - wall (ht = 2.40m) 115.20 m² 140.00 150.00 290.00 - floor 48.00 m² 140.00 150.00 290.00

2.0 Hallway/Corridor/Deck 165.60 m² 140.00 150.00 290.00 3.0 Bedrooms 108.00 m² 140.00 150.00 290.00 4.0 Liv/Din/Fam/Kit 108.00 m² 140.00 150.00 290.00

B. Painting Works1.0 Interior 624.00 m² 135.00 90.00 225.00 2.0 Exterior 483.00 m² 135.00 90.00 225.00 3.0 Ceiling 324.00 m² 135.00 90.00 225.00

C. Carpentry Works1.0 Ceiling 324.00 m² 450.00 250.00 700.00 2.0 Closet cabinets @ bedrooms (2.40 x 1.20m) 25.92 m² 450.00 250.00 700.00 3.0 Kitchen cabinets 36.00 m² 450.00 250.00 700.00

SUB-TOTAL (Item IV)

V. DOORS & WINDOWS A. Doors

1.0 D1 0.90 X 2.10m panel door 2.00 units 10,500.00 650.00 11,150.00 2.0 D2 0.70 x 2.10m panel door 4.00 units 7,500.00 650.00 8,150.00 3.0 D3 0.70 x 2.10m flush door 2.00 units 4,500.00 650.00 5,150.00 4.0 D4 0.60 x 2.10m flush door 4.00 units 3,500.00 650.00 4,150.00

Page 2: Estimate Fence

5.0 D5 1.00 x 2.10m sliding powder coated door 1.00 unit 13,650.00 13,650.00 6.0 D6 0.70 x 2.10m steel door 1.00 unit 3,000.00 650.00 3,650.00

B. Windows1.0 W1 2.40 x 1.20m sliding powder coated 2.00 units 15,000.00 15,000.00 2.0 W2 1.20 x 1.20m sliding powder coated 3.00 units 7,500.00 7,500.00 3.0 W3 0.80 x 1.20m slide-up powder coated 1.00 unit 5,500.00 5,500.00 4.0 W4 0.30 x 2.10m fixed powder coated 2.00 units 3,500.00 3,500.00 5.0 W5 0.40 x 0.60m awning powder coated 3.00 units 2,500.00 2,500.00

SUB-TOTAL (Item V)

VI. ELECTRICAL WORKS 1.00 lot 300,000.00 300,000.00 1.0 Service entrance2.0 Rough-ins3.0 Wires and conduits4.0 Fixtures BY OWNER

SUB-TOTAL (Item VI)

VII. PLUMBING WORKS 1.0 Septic vault 18.00 m³ 650.00 350.00 1,000.00 2.0 Rough-ins 1.00 lot 200,000.00 200,000.00 3.0 Fixtures BY OWNER 4.0 Water proofing (deck) 108.00 m² 1,500.00 1,500.00

SUB-TOTAL (Item VII)

TOTAL BID AMOUNT >>> P 5,847,791.02

Page 3: Estimate Fence

COST PROPOSAL TOTAL

AMOUNT

50,000.00 b. 5,067,791.02 50,000.00 - -

P 100,000.00

5,000.00 40,500.00 5,000.00 12,960.00 6,480.00 20,000.00

P 89,940.00

531,300.00 966 400 386400 386400 289,800.00 966 180 173880 173880 144,900.00 483 180 86940 86940

2,415.00 647,220.00

120,960.00 18.90 3000 56700 56700 42,336.00 9.00 3000 27000 27000 95,256.00 13.44 3000 40320 40320 11,340.00 3.24 3000 9720 9720 34,020.00 10.80 3000 32400 32400 169,344.00 18.00 3000 54000 54000 127,575.00 40.50 3000 121500 121500

113.88 341,640.00

120,413.76 725.004 38 27550.152 27550.152 240,828.81 1109.7 38 42168.6 42168.6 234,321.79 4,971.46 38 188915.328 188915.328 3,665.66 47.952 38 1822.176 1822.176 94,256.00 663.84 38 25225.92 25225.92 683,786.00 2126.25 38 80797.5 80797.5 474,935.00 3,983.04 38 151355.52 151355.52

13627.242 517,835.20

33,792.00 50.4 320 16128 16128 59,136.00 90.00 320 28800 28800 5,280.00 10.8 320 3456 3456 145,728.00 201.6 320 64512 64512 4,752.00 10.8 320 3456 3456 236,544.00 225.00 320 72000 72000 47,520.00 45.00 320 14400 14400

633.6 1,709,447.20 202,752.00

40,000.00 64,350.00 1,709,447.20

P 4,056,140.02 manpower days hours weeks rate (400/8hrs)

structure 20 6 12 16 50 1,152,000.00

electrical 205,133.66 33,408.00 13,920.00 plumbing 136,755.78 48,024.00 31,320.00 1,493,889.44 31,320.00

140,400.00 108,675.00 72,900.00 labor/materials 3,203,336.64

contingencies 96,100.10

226,800.00 3,299,436.73 18,144.00 25,200.00

P 750,111.00

22,300.00 32,600.00 10,300.00 16,600.00

Page 4: Estimate Fence

13,650.00 3,650.00

30,000.00 22,500.00 5,500.00 7,000.00 7,500.00

P 171,600.00

300,000.00

P 300,000.00 1500

18,000.00 200,000.00

162,000.00 P 380,000.00

P 5,847,791.02

Page 5: Estimate Fence

Project : 3-STOREY RESIDENTIAL WITH DECK

Owner : Mrs. Dolores Llorando

Subject : COST ESTIMATE COST PROPOSAL

ITEM DESCRIPTION QTY. UNIT UNIT COST TOTAL TOTAL

MATERIAL LABOR UNIT COST AMOUNT I. STRUCTURAL WORKS

A. Concreting Works ( 3,000psi @ 28 day )1.0 Footing 38.40 m³ 4,100.00 150.00 4,250.00 163,200.00 2.0 Footing Tie Beam / Wall Footing 13.44 m³ 4,100.00 150.00 4,250.00 57,120.00 3.0 R. C. Columns 30.24 m³ 4,100.00 150.00 4,250.00 128,520.00 4.0 Staircase 1.80 m³ 4,100.00 150.00 4,250.00 7,650.00 5.0 Slab on Grade 10.80 m³ 4,100.00 150.00 4,250.00 45,900.00 6.0 Suspended Beams / Girders 53.76 m³ 4,100.00 150.00 4,250.00 228,480.00 7.0 Suspended Slab 40.50 m³ 4,100.00 150.00 4,250.00 172,125.00

B. Rebar Works1.0 Footing 3,000.32 kgs. 38.00 3.50 41.50 124,513.28 2.0 Footing Tie Beam / Wall Footing 6,300.67 kgs. 38.00 3.50 41.50 261,477.89 3.0 R. C. Columns 5,449.34 kgs. 38.00 3.50 41.50 226,147.78 4.0 Staircase 85.25 kgs. 38.00 3.50 41.50 3,537.79 5.0 Slab on Grade 7,192.80 kgs. 38.00 3.50 41.50 298,501.20 6.0 Suspended Beams / Girders 18,902.02 kgs. 38.00 3.50 41.50 784,433.66 7.0 Suspended Slab 21,045.60 kgs. 38.00 3.50 41.50 873,392.40 8.0 Ga 16 GI Tie Wire 50.00 rolls 2,200.00 2,200.00 110,000.00

C. Formworks & Scaffolds1.0 Footing 76.80 m² 350.00 120.00 470.00 36,096.00 2.0 Footing Tie Beam / Wall Footing 134.40 m² 350.00 120.00 470.00 63,168.00 3.0 Staircase 12.00 m² 350.00 120.00 470.00 5,640.00 4.0 R. C. Columns 331.20 m² 350.00 120.00 470.00 155,664.00 5.0 Slab on Grade 10.80 m² 350.00 120.00 470.00 5,076.00 6.0 Suspended Beams / Girders 537.60 m² 350.00 120.00 470.00 252,672.00 7.0 Suspended Slab 108.00 m² 350.00 120.00 470.00 50,760.00

SUB-TOTAL (Item I) P 4,054,075.00 II. ARCHITECTURAL WORKS

A. Masonry Works1.0 CHB Laying 966.00 m³ 875.00 90.00 965.00 932,190.00 2.0 Interior Plastering 483.00 m² 120.00 110.00 230.00 111,090.00

Exterior Plastering 483.00 m² 120.00 110.00 230.00 111,090.00 3.0 Linear Plastering 652.00 l.m. 90.00 60.00 150.00 97,800.00

B. Tileworks1.0 T & B:

- wall (ht = 2.40m) 115.20 m² 180.00 180.00 20,736.00 - floor 48.00 m² 180.00 180.00 8,640.00

2.0 Hallway/Corridor/Deck 165.60 m² 180.00 180.00 29,808.00 3.0 Bedrooms 108.00 m² 180.00 180.00 19,440.00 4.0 Liv/Din/Fam/Kit 108.00 m² 180.00 180.00 19,440.00

C. Painting Works1.0 Interior 624.00 m² 90.00 90.00 56,160.00 2.0 Exterior 483.00 m² 90.00 90.00 43,470.00 3.0 Ceiling 324.00 m² 90.00 90.00 29,160.00

D. Carpentry Works (ceiling)1.0 Ground flr. 108.00 m² 450.00 165.00 615.00 66,420.00 2.0 2nd flr. 108.00 m² 450.00 165.00 615.00 66,420.00 3.0 3rd flr. 108.00 m² 450.00 165.00 615.00 66,420.00

SUB-TOTAL (Item II) P 1,678,284.00 III. DOORS & WINDOWS

A. Doors1.0 D1 0.90 X 2.10m panel door 2.00 units 10,500.00 3,675.00 14,175.00 28,350.00 2.0 D2 0.70 x 2.10m panel door 4.00 units 7,500.00 2,625.00 10,125.00 40,500.00 3.0 D3 0.70 x 2.10m flush door 2.00 units 4,500.00 1,575.00 6,075.00 12,150.00 4.0 D4 0.60 x 2.10m flush door 4.00 units 3,500.00 1,225.00 4,725.00 18,900.00 5.0 D5 1.00 x 2.10m sliding powder coated door 1.00 unit 13,650.00 13,650.00 13,650.00 6.0 D6 0.70 x 2.10m steel door 1.00 unit 3,000.00 1,050.00 4,050.00 4,050.00

B. Windows1.0 W1 2.40 x 1.20m sliding powder coated 2.00 units 12,960.00 12,960.00 25,920.00 2.0 W2 1.20 x 1.20m sliding powder coated 3.00 units 6,480.00 6,480.00 19,440.00 3.0 W3 0.80 x 1.20m slide-up powder coated 1.00 unit 4,320.00 4,320.00 4,320.00 4.0 W4 0.30 x 2.10m fixed powder coated 2.00 units 2,835.00 2,835.00 5,670.00 5.0 W5 0.40 x 0.60m awning powder coated 3.00 units 1,080.00 1,080.00 3,240.00

SUB-TOTAL (Item III) P 176,190.00

Page 6: Estimate Fence

TOTAL BID AMOUNT >>> P 5,908,549.00

Page 7: Estimate Fence

4.32 8.88

2.16 3.60.3613.8

#REF! #REF!

10.8 15.75 10.80 15.75

ficem 113.40

Page 8: Estimate Fence

8.88

5.761.8

#REF!

41.96519.07540.875

17.44 119.36

Page 9: Estimate Fence

Project : Perimeter Fence

Owner : Fairlaine

Subject : COST ESTIMATE

COST PROPOSAL

ITEM DESCRIPTION QTY.

I. EARTHWORKS: a. Site Clearing/Lay-outing/Stakingb. Excavation & Backfilling c. Dewatering Worksd. Soil Poisoning & Gravel Beddinge. Sub-Grade Preparation & Compactionf. Disposal of Unsuitable Materials / Debris

SUB-TOTAL (Item I)

II. STRUCTURAL WORKS A. Masonry Works

1.0 CHB Laying 10.80 2.0 Plastering 21.60

B. Concreting Works 1.0 Footing 1.60 2.0 Footing Tie Beam / Wall Footing 0.60 3.0 R. C. Columns 0.54 4.0 Staircase 5.0 Slab on Grade 6.0 Suspended Beams / Girders7.0 Suspended Slabs

C. Rebar Works1.0 Footing 35.52 2.0 Footing Tie Beam / Wall Footing 15.98 3.0 R. C. Columns 25.57 4.0 Staircase 5.0 Slab on Grade 6.0 Suspended Beams / Girders7.0 Suspended Slab

D. Formworks & Scaffolds1.0 Footing 6.40 2.0 Footing Tie Beam / Wall Footing 3.00 3.0 Staircase 4.0 R. C. Columns 8.64 5.0 Slab on Grade 6.0 Suspended Beams / Girders7.0 Suspended Slab

Page 10: Estimate Fence

E. Roof Framing & Roofing1.0 Roof framing 2.0 Roofing Longspan ga. 24

SUB-TOTAL (Item II)

III. ARCHITECTURAL WORKS A. Tileworks

1.0 T & B: - wall (ht = 1.20m) - floor

2.0 Bedrooms3.0 Liv/Din/Fam/Kit

B. Painting Works1.0 wall 21.60 2.0 Exterior3.0 Ceiling

SUB-TOTAL (Item III)

IV. STEEL WORKS A.

1.0 Fence 3.60 2.03.04.0

B.

SUB-TOTAL (Item IV)

V. ELECTRICAL WORKS 1.00 1.0 Post lamps2.0 Rough-ins & Wires3.04.0

SUB-TOTAL (Item V)

VI. PLUMBING WORKS 1.0 Septic vault2.0 Rough-ins3.0 Fixtures4.0 Water proofing (deck)

SUB-TOTAL (Item VI)

TOTAL BID AMOUNT >>>

Page 11: Estimate Fence

TOTAL BID AMOUNT >>>

Page 12: Estimate Fence

COST PROPOSAL

UNIT UNIT COST TOTAL TOTAL

MATERIAL LABOR UNIT COST AMOUNT

m² - - m³ - - lot - - m² - - m² - - lot - -

P -

m² 400.00 150.00 550.00 5,940.00 m² 180.00 120.00 300.00 6,480.00 m² 180.00 120.00 300.00 -

m³ 3,000.00 150.00 3,150.00 5,040.00 m³ 3,000.00 150.00 3,150.00 1,890.00 m³ 3,000.00 150.00 3,150.00 1,701.00 m³ 3,000.00 150.00 3,150.00 - m³ 3,000.00 150.00 3,150.00 - m³ 3,000.00 150.00 3,150.00 - m³ 3,000.00 150.00 3,150.00 -

kgs. 38.00 5.00 43.00 1,527.36 kgs. 38.00 5.00 43.00 687.31 kgs. 38.00 5.00 43.00 1,099.70 kgs. 38.00 5.00 43.00 - kgs. 38.00 5.00 43.00 - kgs. 38.00 5.00 43.00 - kgs. 38.00 5.00 43.00 -

m² 320.00 120.00 440.00 2,816.00 m² 320.00 120.00 440.00 1,320.00 m² 320.00 120.00 440.00 - m² 320.00 120.00 440.00 3,801.60 m² 320.00 120.00 440.00 - m² 320.00 120.00 440.00 - m² 320.00 120.00 440.00 -

Page 13: Estimate Fence

lot 40,000.00 40,000.00 - m² 650.00 650.00 -

P 32,302.97

m² 140.00 150.00 290.00 - m² 140.00 150.00 290.00 - m² 140.00 150.00 290.00 - m² 140.00 150.00 290.00 -

m² 135.00 90.00 225.00 4,860.00 m² 135.00 90.00 225.00 - m² 135.00 90.00 225.00 -

P 4,860.00

m² 10,500.00 650.00 11,150.00 40,140.00 7,500.00 650.00 8,150.00 - 3,500.00 650.00 4,150.00 - 3,000.00 650.00 3,650.00 -

7,500.00 7,500.00 - 5,500.00 5,500.00 - 2,500.00 2,500.00 -

P 40,140.00

lot - -

P - 1500

m³ 650.00 350.00 1,000.00 - lot 200,000.00 200,000.00 -

m² 1,500.00 1,500.00 - P -

P 77,302.97

Page 14: Estimate Fence

P 77,302.97