Project : MR. & MRS. SEVERO V. CARINO Subject : Cost Estimates Date : 01 July 2013 Item
Description
I. GENERAL REQUIREMENTS 1.00 Mobilization & Demobilization 2.00 Demolition of Existing Structure 3.00 Material Handling 4.00 Permits & Licenses 5.00 Temporary Facilities 6.00 Electrical & Water Consumption 6.00 Cleaning & Hauling Sub-Total II. EARTHWORKS 1.00 Excavation of Footing 2.00 Backfilling of Footing 3.00 Backfilling Material 4.00 Footing Tie Beam 5.00 Soil Treatment Sub-Total III. STRUCTURAL WORKS 1.00 Footings 1.1 Gravel Bed 1.2 Concreting 1.3 RSB G60 1.4 Formworks 2.00 Footing Tie Beam 2.1 Gravel Bed 2.2 Concreting 2.3 RSB G60 2.4 RSB G40 2.5 Formworks 3.00 Slab on Grade 3.1 Gravel Bed 3.2 Concreting 3.3 RSB G40 4.00 Column 4.1 Concreting 4.2 RSB G60 4.3 RSB G40 4.4 Formworks 5.00 Beams at Second Floor 5.1 Concreting 5.2 RSB G60 5.3 RSB G40 5.4 Formworks 6.00 Beams at Roof 6.1 Concreting 6.2 RSB G60
Unit lot lot lot lot lot lot lot
QTY
Unit Cost Material Labor
1.00 1.00 1.00 1.00 1.00 1.00 1.00
cu.m. cu.m. cu.m. cu.m. sq.m.
99.69 100.83 303.11 6.39 313.00
cu.m. cu.m. kgs. sq.m
Total Amount 50,000.00 80,000.00 40,000.00 125,000.00 50,000.00 50,000.00 30,000.00 425,000.00
850.00
400.00 250.00 250.00 400.00 50.00
39,876.00 25,207.97 333,424.58 2,556.80 15,650.00 416,715.34
6.65 19.02 355.65 40.38
900.00 5,800.00 45.00 530.00
400.00 500.00 15.00 250.00
8,639.80 119,854.35 21,338.84 31,496.40
cu.m. cu.m. kgs. kgs. sq.m.
1.60 7.99 907.71 492.61 63.92
900.00 5,800.00 45.00 44.00 530.00
400.00 500.00 15.00 15.00 250.00
2,077.40 50,337.00 54,462.33 29,064.26 49,857.60
cu.m. cu.m. kgs.
31.30 31.30 1,565.00
900.00 5,800.00 44.00
400.00 500.00 15.00
40,690.00 197,190.00 92,335.00
cu.m. kgs. kgs. sq.m.
13.60 1,774.73 2,108.56 204.06
5,800.00 45.00 44.00 530.00
500.00 15.00 15.00 250.00
85,705.20 106,483.68 124,405.24 159,166.80
cu.m. kgs. kgs. sq.m.
10.08 1,841.92 749.71 98.25
5,800.00 45.00 44.00 530.00
500.00 15.00 15.00 250.00
63,510.30 110,515.14 44,232.97 76,635.00
cu.m. kgs.
6.14 1,162.56
5,800.00 45.00
500.00 15.00
38,682.00 69,753.59
Item
Description
6.3 RSB G40 6.4 Formworks 7.00 Suspended Slab at Second Floor 7.1 Concreting 7.2 RSB G40 7.3 Formworks 8.00 Slab/Wall at Roof 8.1 Concreting 8.2 RSB G40 8.3 Formworks 9.00 Roofing System 9.1 LC100x50x1.2 9.2 LC150x50x1.5 9.3 Consumables and Accessories 10.00 Stair 8.1 Concreting 8.2 RSB G40 8.3 Formworks Sub-Total IV. ARCHITECTURAL FINISHES 1.00 Masonry 1.1 Exterior Walls 1.2 Interior Walls 2.00 Doors 2.1 D1/D2 (1.0mx2.1m) 2.2 D3 (3.2mx2.1m) - Sliding 2.3 D4 - D10 (0.9mx2.1m) 2.4 D11 (2.4mx2.1m) 2.5 D12 - D14 (0.9mx2.1m) 3.00 Windows 3.1 W1 (5.8mx5.6m) 3.2 W2/W13/W18 (1.5mx1.4m) 3.3 W3 (1.0mx1.4m) 3.4 W4/W5 (1.0mx0.9m) 3.5 W6 (0.7mx1.4m) 3.6 W7/W8/W14/W17 (0.5mx0.5m) 3.7 W9 (1.5mx3.2m) 3.8 W10 (1.5mx2.5m) 3.9 W11/W15/W16 (1.5mx0.8m) 3.10 W12 (1.5mx0.4m) 3.11 W19 (0.5mx4.0m) 4.00 Ceiling 4.1 Ground Floor 4.2 Second Floor 4.3 Exterior 4.4 Garage 5.00 Roofing and Accessories 5.1 Roofing sheets 5.2 Gutters and accessories 5.3 Insulation 5.4 Facia Board 6.00 Painting
Unit Cost Material Labor 44.00 15.00 530.00 250.00
Unit
QTY
kgs. sq.m.
473.19 76.75
cu.m. kgs. sq.m.
17.78 2,133.53 160.03
5,800.00 44.00 530.00
500.00 15.00 250.00
112,010.06 125,877.98 124,821.45
cu.m. kgs. sq.m.
2.46 295.20 38.00
5,800.00 44.00 530.00
500.00 15.00 250.00
15,498.00 17,416.80 29,640.00
pcs pcs lot
65.00 26.00 1.00
900.00 1,310.00 15,700.00
150.00 150.00 5,000.00
68,250.00 37,960.00 20,700.00
cu.m. kgs. sq.m.
4.50 539.40 52.70
5,800.00 44.00 530.00
500.00 15.00 250.00
28,318.50 31,824.60 41,106.00 2,317,639.73
sq.m. sq.m.
392.50 250.62
950.00 900.00
350.00 350.00
510,250.00 313,275.00
pcs pcs pcs pcs pcs
2.00 1.00 10.00 1.00 6.00
5,250.00 8,380.00 5,250.00 8,380.00 5,250.00
500.00 500.00 500.00 500.00 500.00
11,500.00 8,880.00 57,500.00 8,880.00 34,500.00
1.00 175,000.00 4.00 9,450.00 1.00 6,290.00 2.00 5,350.00 1.00 5,350.00 4.00 5,350.00 1.00 5,350.00 1.00 5,350.00 4.00 5,350.00 2.00 5,350.00 2.00 5,350.00
500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00
175,500.00 39,800.00 6,790.00 11,700.00 5,850.00 23,400.00 5,850.00 5,850.00 23,400.00 11,700.00 11,700.00
pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs
Total Amount 27,918.43 59,865.00
sq.m. sq.m. sq.m. sq.m.
160.03 159.62 68.52 32.94
785.00 785.00 890.00 785.00
150.00 150.00 150.00 150.00
149,625.71 149,244.70 71,260.80 30,798.90
sq.m. lot sq.m. l.m.
261.08 1.00 261.08 63.00
580.00 10,500.00 480.00 780.00
150.00 5,000.00 100.00 250.00
190,588.40 15,500.00 151,426.40 64,890.00
Item
Description
6.1 Exterior walls 6.2 Interior walls 6.3 Ceiling 6.4 Wood stain 7.00 Tile Works 7.1 Living area 7.2 Kitchen 7.3 Utility room 7.4 Maids room 7.5 Pantry 7.5 T&B at Ground Floor 7.6 Powder room 7.7 Garage 7.8 Exterior floor finish 7.9 Masters Bed Room/Wardrobe 7.10 Bedroom 1 and 2 7.11 Hallway and Family room 7.12 T&B at Second Floor 8.00 Stair Finish 8.1 Railing 8.2 Wood planks 9.00 Lockset and Hardwares 9.1 Door knobs 9.2 Hinges Sub-Total V. PLUMBING 1.00 Septic 2.00 Pumps 3.00 Tanks 4.00 Pipes 5.00 Fixtures 6.00 Consumables Sub-Total VI. ELECTRICAL 1.00 Panel Board 2.00 Wires 3.00 Accessories 4.00 Fixtures 5.00 Consumables Sub-Total
Unit Cost Material Labor 580.00 150.00 580.00 150.00 580.00 150.00 21,000.00 10,000.00
Unit
QTY
sq.m. sq.m. sq.m. lot
785.00 501.24 421.11 1.00
sq.m. sq.m. sq.m. sq.m. sq.m. sq.m. sq.m. sq.m. sq.m. sq.m. sq.m. sq.m. sq.m.
79.60 21.66 11.48 8.40 5.60 20.73 23.55 32.94 132.12 40.86 28.76 31.70 84.71
720.00 720.00 720.00 720.00 720.00 720.00 720.00 720.00 720.00 720.00 720.00 720.00 720.00
250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00
77,212.00 21,010.20 11,135.60 8,148.00 5,432.00 20,108.10 22,843.50 31,951.80 128,158.83 39,634.20 27,892.35 30,744.15 82,168.70
lot sq.m.
1.00 22.50
10,500.00 1,150.00
5,000.00 500.00
15,500.00 37,125.00
pcs pcs
20.00 60.00
1,150.00 265.00
200.00 200.00
27,000.00 27,900.00 3,980,988.01
lot lot lot lot lot lot
1.00 42,000.00 20,000.00 1.00 105,000.00 10,000.00 1.00 21,000.00 5,000.00 1.00 31,400.00 20,000.00 1.00 105,000.00 40,000.00 1.00 10,500.00 5,000.00
62,000.00 115,000.00 26,000.00 51,400.00 145,000.00 15,500.00 414,900.00
lot lot lot lot lot
1.00 45,000.00 20,000.00 1.00 105,000.00 10,000.00 1.00 21,000.00 5,000.00 1.00 35,000.00 20,000.00 1.00 10,500.00 5,000.00
65,000.00 115,000.00 26,000.00 55,000.00 15,500.00 276,500.00 7,831,743.09
Total Project Cost
Total Amount 573,050.00 365,905.20 307,408.48 31,000.00
Earthworks Footing Mark F1 F2 F3 F4 F5
B
L
2.1 2.0 1.8 1.5 1.5
2.1 2.0 1.8 1.5 2.3
t 0.300 0.300 0.275 0.275 0.225
D 1.5 1.5 1.5 1.5 1.5 Total
Qty 2 7 6 3 1 19
Volume of Excavation 13.23 42.00 29.16 10.13 5.18 99.69
Volume of Back Fill 13.23 42.00 29.77 10.34 5.50 100.83
Volume of G. Bed 0.88 2.80 1.94 0.68 0.35 6.65
Volume of Concrete 2.65 8.40 5.35 1.86 0.78 19.02
Backfill Inside the Building Area
B
Area 1 Area 2 Area 3
11.4 4.25 170.25
FTB Length = Vol =
L 9.95 6.9
Depth 1.05 1.05 0.90 Total
Volume of Back Fill 119.10 30.79 153.22 303.11
(on ground) 79.90 6.39
Footings Mark F1 F2 F3 F4 F5
B
L
2.1 2.0 1.8 1.5 1.5
2.1 2.0 1.8 1.5 2.3
t
Gravel Bed
0.300 0.300 0.275 0.275 0.225
0.1 0.1 0.1 0.1 0.1 Total
Length 79.90 1.00 Total
Wt 907.71 492.61 1400.32
Qty 2 7 6 3 1 19
Footing Tie Beam 79.90 Bar Main Bar (16mm) Stirrups (10mm)
Length =
Column
Qty 4 799
Remarks with splice and extra bar
Column C1 C2
Length
Qty
8.95 8.95
17 2
Main Bar 20 dia 4 6 Total
Wt of Main Bar 1508.52 266.21 1774.73
Stirrups 90 90
Length of Stirrups 2 2
Wt of Stirrups 1886.61 221.95 2108.56
Beams at Second Floor Beam
Length
B
B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19 B20 B21 B22 B23 B24 GB1 GB2 GB3
5.35 6.10 5.30 5.35 6.10 3.10 5.30 4.25 4.25 3.10 3.00 2.10 3.20 3.05 3.35 3.55 3.05 3.35 3.55 6.40 6.40 3.55 3.05 6.90 10.80 2.00 6.10 121.60
0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.15 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.2
H 0.4 0.4 0.4 0.4 0.5 0.4 0.4 0.4 0.4 0.4 0.25 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 Total
Volume of Concrete 0.43 0.49 0.42 0.43 0.92 0.25 0.42 0.34 0.34 0.25 0.15 0.17 0.19 0.24 0.27 0.28 0.24 0.27 0.28 0.51 0.51 0.28 0.24 0.55 0.86 0.24 0.49 10.08
Formwork # of Stirrups s 4.28 53.50 4.88 61.00 4.24 53.00 4.28 53.50 6.71 61.00 2.48 31.00 4.24 53.00 3.40 42.50 3.40 42.50 2.48 31.00 1.50 30.00 1.68 21.00 2.40 32.00 2.44 30.50 2.68 33.50 2.84 35.50 2.44 30.50 2.68 33.50 2.84 35.50 5.12 64.00 5.12 64.00 2.84 35.50 2.44 30.50 5.52 69.00 8.64 108.00 1.80 20.00 4.88 61.00 98.25
Length of Stirrups 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Volume of Concrete 2.33 0.49 0.49 0.26
Formwork # of Stirrups s 29.10 291.00 6.10 61.00 6.10 61.00 3.20 32.00
Length of Stirrups 1.00 1.00 1.00 1.00
Beams at Roof Beam RB1 RB2 RB3 RB4
Length 29.10 6.10 6.10 3.20
B 0.2 0.2 0.2 0.2
H 0.4 0.4 0.4 0.4
RB5 RB6 RB7 RB8 RB9
6.10 3.35 12.80 6.90 3.10 76.75
0.2 0.2 0.2 0.2 0.2
0.4 0.4 0.4 0.4 0.4
0.49 0.27 1.02 0.55 0.25 6.14
Total
6.10 3.35 12.80 6.90 3.10 76.75
61.00 33.50 128.00 69.00 31.00
1.00 1.00 1.00 1.00 1.00
Suspended Slab at Second Floor Slab S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S14
L 5.70 6.10 6.40 4.25 4.25 4.25 3.10 3.55 3.05 6.10 3.35 10.35 4.90 2.30
H 5.30 3.55 3.00 3.55 3.35 3.05 1.70 1.10 2.50 2.35 0.65 0.65 0.65 1.50
t 0.125 0.125 0.125 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 Total
Volume of Concrete 3.78 2.71 2.40 1.51 1.42 1.30 0.53 0.39 0.76 1.43 0.22 0.67 0.32 0.35 17.78
Formwork s 30.21 21.66 19.20 15.09 14.24 12.96 5.27 3.91 7.63 14.34 2.18 6.73 3.19 3.45 160.03
Volume of Concrete 1.12 1.34 2.46
Formwork s 11.20 26.80 (Includes both sides of wall) 38.00
Volume of Concrete 2.33 1.55 0.62 4.50
Formwork s 15.50 31.00 (Includes both sides of wall) 6.20 52.70
Slab and Wall at Roof Slab/Wall Slab Wall
L 3.50 13.40
H 3.20 1.00
t 0.100 0.100 Total
Stair Stair Slab Steps Footing
L
H
5.00 5.00 3.10
3.10 3.10 1.00
t 0.150 0.100 0.200 Total
Rebars Qty 20 18 16 14 2
Rebar Length 2.5 2.4 2.2 1.9 35.2
Wt of Rebar 78.89 68.16 55.54 41.97 111.08 355.65
Formwork s 5.04 16.8 11.88 4.95 1.71 40.38
Vol of Formwork Concrete s 12.17 182.58 1.43 21.48 13.60 204.06
Wt of Stirrups 32.98 37.61 32.68 32.98 37.61 19.11 32.68 26.20 26.20 19.11 18.50 12.95 19.73 18.80 20.65 21.89 18.80 20.65 21.89 39.46 39.46 21.89 18.80 42.54 66.59 12.33 37.61 749.71
Wt of Main Bar 81.04 92.40 80.28 81.04 92.40 46.96 80.28 64.38 64.38 46.96 45.44 31.81 48.47 46.20 50.74 53.77 46.20 50.74 53.77 96.94 96.94 53.77 46.20 104.52 163.59 30.29 92.40 1841.92
Wt of Stirrups 179.41 37.61 37.61 19.73
Wt of Main Bar 440.79 92.40 92.40 48.47
37.61 20.65 78.92 42.54 19.11 473.19
92.40 50.74 193.89 104.52 46.96 1162.56
Project : MR. & MRS. SEVERO V. Subject : Cost Estimates Date : 01 July 2013 Item
Description
I. GENERAL REQUIREMENTS 1.00 Mobilization & Demobilization 2.00 Demolition of Existing Structure 3.00 Material Handling 4.00 Permits & Licenses 5.00 Temporary Facilities 6.00 Electrical & Water Consumption 6.00 Cleaning & Hauling Sub-Total II. EARTHWORKS 1.00 Excavation of Footing 2.00 Backfilling of Footing 3.00 Backfilling Material 4.00 Footing Tie Beam 5.00 Soil Treatment Sub-Total III. STRUCTURAL WORKS 1.00 Footings 2.00 Footing Tie Beam 3.00 Slab on Grade 4.00 Column 5.00 Beams at Second Floor 6.00 Beams at Roof 7.00 Suspended Slab at 2nd Floor 8.00 Slab/Wall at Roof 9.00 Roofing System 10.00 Stair IV. ARCHITECTURAL FINISHES 1.00 Masonry 2.00 Doors 3.00 Windows 4.00 Ceiling 5.00 Roofing and Accessories 6.00 Painting 7.00 Tile Works 8.00 Stair Finish 9.00 Lockset and Hardwares V. PLUMBING VI. ELECTRICAL TOTAL = Php
SUNDAY 3 10 17 24
SUNDAY 1 8 15 22 29
SUNDAY 5 12 19 26
SUNDAY 2 9 16 23
SUNDAY 2 9 16 23
Nov-13 MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY 4 11 18 25
MONDAY 2 9 16 23 30
5 12 19 26
6 13 20 27
7 14 21 28
1 8 15 22 29
Dec-13 TUESDAY WEDNESDAY THURSDAY FRIDAY 3 4 5 6 10 11 12 13 17 18 19 20 24 25 26 27 31
Jan-14 MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY 1 2 3 6 7 8 9 10 13 14 15 16 17 20 21 22 23 24 27 28 29 30 31
Feb-14 MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY 3 10 17 24
4 11 18 25
5 12 19 26
6 13 20 27
7 14 21 28
Mar-14 MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY 3 10 17 24
4 11 18 25
5 12 19 26
6 13 20 27
7 14 21 28
30
SUNDAY 6 13 20 27
SUNDAY 4 11 18 25
SUNDAY 1 8 15 22 29
SUNDAY 6 13 20 27
SUNDAY 3 10 17 24 31
31
Apr-14 MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY 1 2 3 4 7 8 9 10 11 14 15 16 17 18 21 22 23 24 25 28 29 30
MONDAY 5 12 19 26
MONDAY 2 9 16 23 30
May-14 TUESDAY WEDNESDAY THURSDAY FRIDAY 1 2 6 7 8 9 13 14 15 16 20 21 22 23 27 28 29 30
Jun-14 TUESDAY WEDNESDAY THURSDAY FRIDAY 3 4 5 6 10 11 12 13 17 18 19 20 24 25 26 27
Jul-14 MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY 1 2 3 4 7 8 9 10 11 14 15 16 17 18 21 22 23 24 25 28 29 30 31
Aug-14 MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY 4 11 18 25
5 12 19 26
6 13 20 27
7 14 21 28
1 8 15 22 29
SUNDAY 7 14 21 28
MONDAY TUESDAY 1 2 8 9 15 16 22 23 29 30
Sep-14 WEDNESDAY THURSDAY FRIDAY 3 4 5 10 11 12 17 18 19 24 25 26
SATURDAY 2 9 16 23 30
6 5
SATURDAY 7 14 21 28
6 6 6 4
SATURDAY 4 11 18 25
3 6 6 6 5
SATURDAY 1 8 15 22
1 6 6 6 5
SATURDAY 1 8 15 22 29
1 6 6 6 6
1
SATURDAY 5 12 19 26
5 6 6 6 3
SATURDAY 3 10 17 24 31
2 6 6 6 6
SATURDAY 7 14 21 28
6 5 6 6 1
SATURDAY 5 12 19 26
5 6 6 6 4
SATURDAY 2 9 16 23 30
2 6 6 6 6
SATURDAY 6 13 20 27
2
240
