estimate sample
TRANSCRIPT
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ARKITEKTONS design & builderG/F MAQUILING BUILDER'S DEPOT, PRES LAUREL HIGHWAY, LIPA CITY 4217
TEL # (043) 784-1649 CEL # 0922-911-3338 EMAIL: [email protected]
DESIGNATION/SDetails of Quantities
W L AREA INSIDE OUTSIDE PAVERS
LEVEL - 1
Veranda Front 4.500 2.000 9.000 9.000
Veranda Right 2.000 12.000 24.000 24.000
Master Bedroom 4.200 3.600 15.120 15.120
Master Walk-in 2.400 3.600 8.640 8.640
Masters' T&B 1.800 3.600 6.480 6.480
Living Room 4.500 3.600 16.200 16.200
Dining 5.700 3.900 22.230 22.230
Main Stair 4.500 2.400 10.800 10.800
Main Kitchen 4.200 4.800 20.160 20.160
Main Kitchen 1.300 1.200 1.560 1.560
Bedroom-1 2.900 3.900 11.310 11.310
Common T&B 1.300 2.700 3.510 3.510
Driveway 3.500 25.000 87.500 87.500
146.760 236.510 116.010 33.000 87.500
LEVEL - 2
Bedroom-2 2.900 3.900 11.310 11.310
Bedroom-3 2.900 3.600 10.440 10.440
Bedroom-4 4.200 3.600 15.120 15.120
Common T&B-2 2.800 2.700 7.560 7.560
Corridor-1 2.800 1.200 3.360 3.360
Corridor-2 1.300 3.600 4.680 4.680
Stair to Second Floor 4.200 2.400 10.080 10.080
Family Hall 4.200 3.900 16.380 16.380
View Deck 4.200 4.800 20.160 20.160
Veranda-3 5.700 1.500 8.550 8.550
Veranda-4 1.500 5.700 8.550 8.550
116.190 116.190 0.000 0.000
TOTAL AREA (sq.m.) 352.700 232.200 33.000 87.500
PROJECTED COST PER SQUARE METER 22,000.00 17,000.00 8,500.00
5,108,400.00 561,000.00 743,750.00
PROBABLE CONSTRUCTION COST PhP 6,413,150.00
Prepared by: Approved by:
RAFAEL AFRICA BRIONES, JR. type name here
ARCHITECT (PRC#6539) OWNER/S
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ARKITEKTONS design & builderG/F MAQUILING BUILDER'S DEPOT, PRES LAUREL HIGHWAY, LIPA CITY 4217
TEL # (043) 784-1649 CEL # 0922-911-3338 EMAIL: [email protected]
Project : TWO STOREY RESIDENCE
Location : BRGY.
LIPA CITY
Owner : ###
Subject : BILL OF MATERIALS & COST ESTIMATES ###
Date : 12-May-2011 ###
###
S U M M A R Y MATERIALS LABOR TOTAL
I GENERAL REQUIREMENTS / SITEWORKS 53,000.00 329,700.00 382,700.00
II STRUCTURAL WORKS 1,861,110.00 815,890.00 2,677,000.00
III ARCHITECTURAL WORKS 1,243,024.00 599,976.00 1,843,000.00
IV PLUMBING / SANITARY WORKS 155,200.00 60,600.00 215,800.00
V ELECTRICAL WORKS 145,800.00 74,700.00 220,500.00
3,458,134.00 1,880,866.00 ###
TOTAL COST OF MATERIALS 3,458,134.00
TOTAL COST OF LABOR 1,880,866.00
ARCHITECT'S PROFESSIONAL FEE/S 20% 1,067,800.00
CONTRACTOR'S PROFIT 35% - 50% 0.00
VALUE ADDED TAX 10% - 12% 0.00
GUARANTEED MAXIMUM COST 6,406,800.00
Prepared by: Approved by:
RAFAEL AFRICA BRIONES, JR.
ARCHITECT (PRC#6539) OWNER/S
0
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ITEM DESCRIPTION Details of Quantities
I. GEN. REQ'Ts. / SITEWORKS
1.0 Mobilization/Demobilization Works
1.01 Mobilization & Demobilization
1.02 Layout & Batterboards 149.0100 -0.0100
1.03 Building Permits1.04 Occupancy Permit1.05 Haul Debris/Excess Materials
Sub-total
2.0 Bonds & Insurances
2.01 Homeowner's Asso. Bond2.02 Construction Bond/Permits S/G C BARS OTHERS
2.03 DeliveryTruck Pass 19.25 4.97 3.00 5.00 32.21666667 -0.21666667
2.04 Worker Insurance/Clearance/IDs 250.00 150.00 50.00 450.00
Sub-total
3.0 Temporary Facilities
3.01 Bunkhouse / Warehouse Rental 10,000 10,000.0
3.02 Toilet Facilities 2,000 2,000.00
3.03 Accommodation3.04 Personal Protective Equipment 200 1,000 3,000.00 300.00 4,500.00
3.05 Electricity
3.06 Water
3.07 Communication 250.00 4.00 1,000.00
Sub-total
4.0 Earthworks 15.00 112.243000
4.01 Excavation L W D QTY VOL 0.75700
F-1 1.40 1.40 1.50 4.00 11.76F-2 1.20 1.20 1.50 11.00 23.76TB-1 82.70 0.30 0.30 1.00 7.44SV 6.00 2.00 2.80 1.00 33.60CB 0.80 0.80 0.80 18.00 9.22DP 41.35 0.40 0.80 2.00 26.46
4.02 Backfill/On-fill 42.80 72.30 Area Elev. 88.00400 -0.00400
Veranda Front 4.50 2.00 9.00 0.20 1.80Veranda Right 2.00 12.00 24.00 0.20 4.80Master Bedroom 4.20 3.60 15.12 0.40 6.05Master Walk-in 2.40 3.60 8.64 0.40 3.46Masters' T&B 1.80 3.60 6.48 0.40 2.59Living Room 4.50 3.60 16.20 0.40 6.48Dining 5.70 3.90 22.23 0.40 8.89Main Stair 4.50 2.40 10.80 0.40 4.32Main Kitchen 4.20 4.80 20.16 0.40 8.06Bedroom-1 2.90 3.90 11.31 0.40 4.52Common T&B 1.30 2.70 3.51 0.40 1.40
4.03 Gravel Fill 236.51 0.075 17.73825 0.26175
4.04 Compaction 11.31 25.92 37.23
Sub-total
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ITEM DESCRIPTION Details of Quantities
Total for General Requirements / Siteworks
II. STRUCTURAL WORKS
1.0 Concrete Works
1.01 Footing / Wall Ftg W L D 15.00 14.54700 0.45300
F-1 & F-2 15.00 1.40 1.40 0.300 4.00 2.35TB-1 82.70 0.30 0.300 1.00 7.44
Cement 10.00
Sand 0.50 0.50000
Gravel
Eqpt Rental 69,850.00 0.50000
1.02 Columns B D Ht QTY 5.2500000 0.75000
Cement 30.00 10.00
Sand 0.50
Gravel
Eqpt Rental 72,800.00
1.03 Slab on Fill / on Grade QTY 23.65100 0.69900
Cement 10.00
Sand 0.50
Gravel
Eqpt Rental 91,250.00 1.00000
1.04 Beams B H L QTY 0.00000
Cement 10.00
Sand 0.50
Gravel
Eqpt Rental 127,400.00
1.05 Suspended Slab W L Area 0.10 11.61900 0.38100
Bedroom-2 2.90 3.90 11.31Bedroom-3 2.90 3.60 10.44Bedroom-4 4.20 3.60 15.12Common T&B-2 2.80 2.70 7.56Corridor-1 2.80 1.20 3.36Family Hall 4.20 3.90 16.38View Deck 4.20 4.80 20.16Veranda-3 5.70 1.50 8.55Veranda-4 1.50 5.70 8.55
Cement 116.19 10.00Sand 0.00 352.70 0.50GravelEqpt Rental 54,600.00
1.06 Stair Slabs Area 3.27600 0.72400
Stair to Second Floor 4.20 3.12 13.10 0.25 3.28Cement 13.10 10.00Sand 0.50
Gravel
Eqpt Rental 18,700.001.07 Misc Items L W T QTY 11.90400 0.09600
Cement 10.00
Sand 0.50
Gravel
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ITEM DESCRIPTION Details of Quantities
Eqpt Rental 56,100.00Sub-total
2.0 Masonry Works
2.01 469.80 1 469.8000 0.20000
5" thk. CHB 280.80 Grnd Flr 3.60 12.50 5,875.0000 25.00000Cement 189.00 Scnd Flr 3.00 1.50 705.0000 5.00000Sand RoofDeck 1.00 0.15 70.5000 0.5000010 mm Ø Def. Bars 0.75 352.5000 2.50000Ga. 18 G.I. Wire 35.0000 0.50000
2.02 339.60 1 339.6000 0.40000
4" thk. CHB 93.60 Grnd Flr 3.60 12.50 4,250.0000 50.00000
Cement 78.00 Scnd Flr 3.00 1.10 374.0000 6.00000
Sand 168.00 Fence 0.10 34.0000
10 mm Ø Def. Bars 0.75 255.0000 5.00000
Ga. 18 G.I. Wire 26.0000
2.03 120.00
Cement 15.00 11.25
Sand 0.75 2.40 0.60000
10 mm Ø Def. Bars 20.00000
Ga. 18 G.I. Wire 2.00000
2.03 Concrete floor topping G.F. S.F. DECK 17.63500 0.36500
Cement 236.51 116.19 0.00 352.7000 27.0000
Sand 9.0000
Sub-total
3.0 Reinforcing Steel Bars
3.01 Footings 10 Ø 10 Ø 12 Ø 16 Ø TIES
F-1 & F-2 12.22F-2 24.00TB-1 110.27 187.20 551.33
10 mm Ø Def. Bars 0.00 0.000000
16 mm Ø Def. Bars 110.2666667 0.000000
Ga. 18 G.I. Wire 31.000000
3.02 Columns / Pedestals 10 Ø 12 Ø 16 Ø 20 Ø TIES
14 C-1 15.11 0.00 20.36 53.3314 C-2 62.33 0.00 56.00 146.67
C-1 WF 0.00 0.00 0.00 0.00
C-2 WF 0.00 0.00 0.00 0.00
10 mm Ø Def. Bars 77.4444 2.55556
12 mm Ø Def. Bars 0.0000
16 mm Ø Def. Bars 76.3636 3.63637
Ga. 18 G.I. Wire 46.0000
3.03 Slab on Fill / on Grade L W BARS
Master Bedroom 4.20 3.60 37.80 37.80 12.60Master Walk-in 2.40 3.60 21.60 21.60 7.20Masters' T&B 1.80 3.60 16.20 16.20 5.40
5" CHB w/ rebars including mortar & plaster finish
4" CHB w/ rebars including mortar & plaster finish
Concrete trim at exterior window / door
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ITEM DESCRIPTION Details of Quantities
Living Room 4.50 3.60 40.50 40.50 13.50Dining 5.70 3.90 55.57 55.58 18.53Main Stair 4.50 2.40 27.00 27.00 9.00Main Kitchen 4.20 4.80 50.40 50.40 16.80Main Kitchen 1.30 1.20 3.90 3.90 1.30Bedroom-1 2.90 3.90 28.27 28.28 9.42Common T&B 1.30 2.70 8.78 8.78 2.93
10 mm Ø Def. Bars 0.40 0.40 96.675000
Ga. 18 G.I. Wire 9.600000
3.04 Beams Length 10# 15# 22# 24# 26#10 mm Ø Def. Bars 266.9000 2.55556
12 mm Ø Def. Bars 860.5200
16 mm Ø Def. Bars 320.4930 3.63637
Eqpt Rental 11.2000000 -1.00000
3.05 Suspended Slab 10 Ø 12 Ø 16 Ø
Bedroom-2 2.90 3.90 37.70 37.70Bedroom-3 2.90 3.60 34.80 34.80Bedroom-4 4.20 3.60 50.40 50.40Common T&B-2 2.80 2.70 25.20 25.20Corridor-1 2.80 1.20 11.20 11.20Family Hall 4.20 3.90 54.60 54.60View Deck 4.20 4.80 67.20 67.20Veranda-3 5.70 1.50 28.50 28.50Veranda-4 1.50 5.70 28.50 28.50
10 mm Ø Def. Bars 70.41818182 -0.34545455
12 mm Ø Def. Bars 70.41818182 -0.34545455
Ga. 18 G.I. Wire 17.50000000
3.06 Stair SlabsStair to Second Floor 4.20 3.90 2.00 273.00 273.00
10 mm Ø Def. Bars 0.50000000
12 mm Ø Def. Bars 0.50000000
Ga. 18 G.I. Wire 9.20000 0.80000000
3.07 Misc Items L W QTY 10 Ø 12 Ø
SV 6.00 2.00 2.00 200.00 200.00CB 0.80 0.80 18.00 120.00 96.00
10 mm Ø Def. Bars 0.66666670
12 mm Ø Def. Bars 0.66666670
Ga. 18 G.I. Wire 10.40 0.60000000
Sub-total
4.0 Formworks & Scaffolds
4.01 Columns B D Ht QTY 51.0000
C-1 0.35 0.5 2 4.00 13.60
C-2 0.35 0.5 2 11.00 37.40
½" thk Plywood 17.71 17.70833 2.2916700
2" x 3" Coco Lumber 2 3 12 9.00 666.67
2" x 4" Coco Lumber 2 4 12 12.00 416.67
Nails, assorted sizes 2.25
Consummables 43,980.00
4.03 Suspended Slab 116.19000 Area 3.81000
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ITEM DESCRIPTION Details of Quantities
4.04 Stair Slabs 13.10400 Area 1.89600
Steel Deck or Tjoist PhP 150.00
Sub-total
5.0 Roof Framing 1,008.54
5.01 Steel Framing & Purlins 2"x2" 1.5"x1.5" QTY
1/4 x 2 x 2 Angle Bars 259.64827586207 0.3517241
1/4 x 1.5 x 1.5 Angle Bars 166.58620689655 3.4137931
2" x 4" x 1.2mm C-Purlins 292.00 65.00 64.909091 0.09091
2" x 6" x 1.2mm C-Purlins 64.00 16.00 14.5454545 5.45455
12mm Dia. Plain Round Bars
Eqpt Rental & Consummables 0.10 29,630.00 -120
Sub-total
Total for Structural Works
III ARCHITECTURAL WORKS
1.0 Floor Finishes 108.500000
1.01 Paver Blocks W L A
Veranda Front 4.50 2.00 9.00
Veranda Right 1.50 8.00 12.00
100% 100mm x 200mm Pavers 0.020 50.000 5,425.00000 25.00000
Sand 8.14 8.13750 -0.1375
Eqpt Rental & Consummables 0.18 10,818.0000 -18.00000
1.02 Floor Tiles, 60cmx60cm W L A 70.95000 0.05000
Living Room 4.50 3.60 16.20
Dining 5.70 3.90 22.23
Main Stair 4.50 2.40 10.80
Main Kitchen 4.20 4.80 20.16
Main Kitchen 1.30 1.20 1.56
60cm Sq. M'wasa Floor Tiles 0.36 2.7778 197.222222 12.7777778
Tile Adhessive 2.0 35.5000000 0.500000
Eqpt Rental & Consummables 0.14 5,040.00000 -4.00000
1.03 Floor Tiles, 40cmx40cm 37.26000 2.74000
View Deck 4.20 4.80 20.16
Veranda-3 5.70 1.50 8.55
Veranda-4 1.50 5.70 8.55
40cm Sq. Floor Tiles 0.16 6.25 232.87500 17.1250000
Tile Adhessive 2.0 20.00000
Eqpt Rental & Consummables 0.16 3,360.00000 40.00000
1.04 Floor Tiles, M'wasa 30cmx30cm 17.5500 2.45000
Masters' T&B 1.80 3.60 6.48
Common T&B 1.30 2.70 3.51
Common T&B-2 2.80 2.70 7.56
30cm Sq. M'wasa Floor Tiles 0.09 11.11 222.22222 27.7777780
Tile Adhessive 5.00 100.00 2.0 10.00000
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ITEM DESCRIPTION Details of Quantities
Eqpt Rental & Consummables 0.160 1,480.00000 520.00000
1.06 Laminated Wood Flooring 110.25000 4.75000
Master Bedroom 4.20 3.60 15.12
Master Walk-in 2.40 3.60 8.64
Bedroom-1 4.20 3.60 15.12
Bedroom-2 2.90 3.90 11.31
Bedroom-3 2.90 3.60 10.44
Bedroom-4 4.20 3.60 15.12
Corridor-1 2.80 1.20 3.36
Corridor-2 1.30 3.60 4.68
Stair to Second Floor 4.20 2.40 10.08
Family Hall 4.20 3.90 16.38
10cmx100cm Laminated Floor 0.09 0.99 0.09 12.00000 1,380.00052 -0.00052
Acce. & Consummables 0.08 6,624.00002 -138.00000
Sub-total
2.0 Wall Finishes
2.01 Acritex Paint (Ext. Walls only) W L Ht Area 312.0000 8.00000
Front 10.00 6.00 60.00Rear 10.00 6.00 60.00Right 16.00 6.00 96.00Left 16.00 6.00 96.00
Acritex Primer 28.00 11.43 1.00 11.4285714
Acritex-Cast 25.00 12.80 1.00 12.8000000
Acritex Topcoat 25.00 12.80 2.00 25.6000000
Acritex Reducer 12.5000000
Skim Coat 10.00 32.0000000
Consummables 0.15 7,185.00
2.02 Latex Paint Finish W L Ht Area 805.8000 4.2000000
Skim Coat 15.00 54.00000
Flat Latex Paint 28.00 28.92857
Semi-Gloss Latex 90.00000
Power Tools & Consummables 168,660.00 7,560.00
2.03 Glazed Wall Tiles W L Ht Area 71.52
Masters' T&B 1.80 3.60 2.4 25.92Common T&B 1.30 2.70 2.4 19.20Common T&B-2 2.80 2.70 2.4 26.40
30x30cm Glazed Wall Tiles 0.09 11.11 71.52 777.7778
Tile Adhessive 5.00 357.60 2.0 35.76000Tile Grout 1.00 202.52 5.0 40.50400
Power Tools & Consummables 9,600.000
2.05 Countertops & Backsplash L Top Splash Area
Main Kitchen 9.00 0.60 0.2 7.20Masters' T&B 2.80 0.60 0.2 2.24Common T&B-2 1.20 0.60 0.2 0.96
18mm Thk Granite Slabs 14.88000 0.12000
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ITEM DESCRIPTION Details of Quantities
Power Tools & Consummables
2.06 Cabinets & Closets Doors Cabs Clo Drwrs High Cabs
Laminated Cabinet Doors 50.00 27.00Laminated Closet Doors 23.00Laminated Drawers 60.00Louver Closet Doors 4.00Plywood Closet Doors (Roll-Paint) 5.00
Sub-total
3.0 Ceiling Finishes
3.01 12mm thk Gypsum Board 177.390000 2.61000
Master Bedroom 4.20 3.60 15.12Master Walk-in 2.40 3.60 8.64Living Room 4.50 3.60 16.20Dining 5.70 3.90 22.23Main Stair 4.50 2.40 10.80Main Kitchen 4.20 4.80 20.16Bedroom-1 2.90 3.90 11.31Bedroom-2 2.90 3.90 11.31Bedroom-3 2.90 3.60 10.44Bedroom-4 4.20 3.60 15.12Corridor-1 2.80 1.20 3.36Stair to Second Floor 4.20 2.40 10.08Family Hall 4.20 3.90 16.38
3.02 4.5mm thk Hardiflex 87.810000 2.19000
Veranda Front 4.50 2.00 9.00Veranda Right 2.00 12.00 24.00Masters' T&B 1.80 3.60 6.48Common T&B 1.30 2.70 3.51Common T&B-2 2.80 2.70 7.56View Deck 4.20 4.80 20.16Veranda-3 5.70 1.50 8.55Veranda-4 1.50 5.70 8.55
3.03 Recessed Ceiling Hor Vert 340.00000Living Room 18.00 14.40 64.80Dining 22.80 15.60 76.80Main Stair 18.00 9.60 55.20Corridor-1 11.20 4.80 32.00Corridor-2 5.20 14.40 39.20View Deck 16.80 19.20 72.00
3.04 Roof EavesEaves Front 1.50 13.00 19.50Eaves Rear 1.50 13.00 19.50Eaves Left 1.50 19.00 28.50Eaves Right 1.50 19.00 28.50
4.5mm thk Hardiflex 6.00 64.00 96.00 96.00001" x 1" Treated Wood Vent Slats
3.06 PVC Baseboards 5 320.0000
Sub-total
4.0 WaterproofingCommon T&B-2 2.80 2.70 7.56View Deck 4.20 4.80 20.16
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ITEM DESCRIPTION Details of Quantities
Veranda-3 5.70 1.50 8.55Veranda-4 1.50 5.70 8.55
4.01 Cementitous waterproofer 44.82 17.92800 2.07200
Sub-total
5.0 Ironmongery & Hardwares
5.01 Locksets
Main Door Lockest
Cyclindrical Lockset w/ Key
Cyclindrical Lockset w/o Key
5.02 Hinges
4" x 4" S/S Hinges
3.5" x 3.5" S/S Hinges
3" x 3" S/S Hinges
5.04 Door Stoppers
Magnetic Door Stopper
Sub-total
6.0 Metal & Specialty Works L Ht bdft/linm
6.01 Steel Stair Railings 32.00 1.00 32.00
6.03 Steel Balcony Railings 33.00 1.00 33.00000
6.04 Power Tools & Consummables 0.00
Sub-total 57,200.00
7.0 Closets, Cabinets, Shelves Carcass
7.01 Closets L D H QTY
7.02 Low Cabinets
Dining 2.80 0.60 0.9 1.00 1.5120 0.48800Main Kitchen 4.00 0.60 0.9 1.00 2.1600 0.84000Master Bedroom 3.00 0.60 0.9 1.00 1.6200 0.38000Family Hall 2.70 0.60 0.9 1.00 1.4580 0.54200
7.03 High Cabinets
7.05 Countertops
Dining 2.80 1.00 1.00 2.8000 0.20000Main Kitchen 4.00 1.00 1.00 4.0000Sub-total
8.0 Doors & Jambs BdFt S. Area Cost/BF Amount/Set T. S. Area 2.00
8.01 Jambs, TREATED WOOD 65.52
D-1 1.0 x 2.10 Main Door 18.00 1.35 80.00 1,440.00 1.35D-2 1.0 x 2.10 Master's Walk 18.00 1.35 80.00 1,440.00 1.35D-3 0.80 x 2.10 Bedroom 1 18.00 1.35 80.00 1,440.00 1.35D-4 0.90 x 2.10 Din/Kit/2ndFl 18.00 1.35 80.00 1,440.00 10.80D-5 0.60 x 2.10 Common T& 18.00 1.35 80.00 1,440.00 2.70D-6 0.70 x 2.10 Master's SD 18.00 1.35 80.00 1,440.00 1.35
8.02 Doors 13.00
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ITEM DESCRIPTION Details of Quantities
D-1 1.0 x 2.10 Solid w/ Desi 96.00 4.20 160.00 15,360.000 4.20D-4 0.90 x 2.10 Hollow Core 48.00 3.78 60.00 2,880.000 30.24D-5 0.60 x 2.10 Hollow Core 42.67 2.52 60.00 2,560.000 5.04D-6 0.70 x 2.10 Hollow Core 45.33 2.94 60.00 2,720.000 2.94D-2 1.0 x 2.10 Hollow Core 48.00 4.20 60.00 2,880.00 4.20D-3 0.80 x 2.10 Hollow Core 48.00 3.36 60.00 2,880.00 3.36
Sub-total 72,860.00 1,188.19 61.32
9.0 Windows W Ht Area Cost/SqM Amount/Set T. S. Area
9.01 Aluminum Frame 46.42000
W-1 Living 4.00 1.60 6.40 3,500.00 22,400.00 6.40000W-2 Living (Upper) 6.20 2.10 13.02 3,500.00 45,570.00 13.02000W-3 Bedrooms 0.80 1.20 0.96 3,500.00 3,360.00 8.64000W-4 Stair Landing 2.00 0.60 1.20 3,500.00 4,200.00 1.20000W-5 Stair Landing 0.60 2.10 1.26 3,500.00 4,410.00 2.52000W-6 T&B 0.80 0.40 0.32 3,500.00 1,120.00 0.64000W-7 Dining & Family Area 3.60 1.60 5.76 3,500.00 20,160.00 11.52000W-8 Family Area 0.80 1.60 1.28 3,500.00 4,480.00 1.28000W-9 Kitchen 1.00 0.60 0.60 3,500.00 2,100.00 1.20000
9.02 6mm Glass panels 10.80 501.33600 -1.3360009.03 Aluminum Framed Screen 300.000009.04 Tools & Accessories 56,800.00 4.00000
Sub-total 223,368.00
10.0 Misc. Painting Works
10.01 Varnish FinishDoors & Jambs 98.28000 -0.28000Stairs, Handrails 52.41600 -0.41600
10.02 Paint CarcassClosetsLow CabinetsHigh Cabinets
Sub-total
11.0 Roofing Works 2nd Flr Eaves Total Sloped Area
11.01 Long Span Roofing 209.14 7.20 216.34 1.25 270.42750 -0.4275011.02 Bended Accessories 38.00 12.00 17.00 16.00 83.00000 7.0000011.03 Insulation 0.0011.04 S/S Valley Gutters 6.0000011.05 S/S Gutters 25.00 30.00 55.00 5.00000
Sub-total 219,300.00
12.0 Specialty Wood Works BdFt/Pc Qty
12.01 TKD Stair Treads 8.00 54.00 432.0012.03 Accessories
Sub-total 64,800.00
Total for Architectural Works
IV PLUMBING & SANITARY WORKS1.0 Plumbing Works
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ITEM DESCRIPTION Details of Quantities
1.01 Sanitary4" Pipe, Neltex 55.002" Pipe, Neltex 30.004" Tee, Neltex2" Tee, Neltex4" Wye, Neltex2" Wye, Neltex4" Elbow, Neltex2" Elbow, Neltex4" Clean Out, Neltex2" Clean Out, Neltex
1.02 Vent Line
2" Pipe, Neltex 57.002" Tee, Neltex2" Wye, Neltex2" Elbow, Neltex
1.03 Downspout
3" Pipe, Neltex 36.003" 90 Elbow, Neltex3" 45 Elbow, Neltex
Accessories 2,182.00 -82.00000
1.04 Storm Drainage
6" Pipe, Neltex 20.804" Pipe, Neltex 31.20
1.05 Hot & Cold Water Line
1/2" Cold Water Pipe 52.00 52.000000 52.00
1/2" Tee 5.00 5.00
1/2" Elbow 6.00 6.00
1/2" Adaptor 8.00 8.00
1/2" Coupling 7.00 7.00
1/2" Hot Water Pipe 0.00 0.00
1/2" Tee 5.00 5.00
1/2" Elbow 2.00 2.00
1/2" Adaptor 4.00 4.00
1/2" Coupling 3.00 3.00
1/2" G.I. Plug 8.00 8.00
1/2" G.I. Nipple 12.00 12.00
1/2" G.I. Tee 5.00 5.00
1/2" G.I. Elbow 6.00 6.00
1/2" Gate Valve 12mm 6.00 6.00
Other Accessories 8,268.00 3.80000
1.06 Plumbing Fixtures
Lavatory-AMixer-A
document.xls / BoM 04/17/2023 / 22:29:25 13 / 27
ITEM DESCRIPTION Details of Quantities
Water Closet-ABidet Spray-AS.H.-ATP H-AShower Head-AShower Valve-aK.S., SS, Dbl BowlK.S. MixerSS Bottle-TrapHD Angle ValvesFlexible HoseFaucet 4"Faucet w/ HBOther Accessories 3,241.00 9.00000
Total for Plumbing Works
V ELECTRICAL WORKS
1.0 Electrical Works
1.01 Conduits, Boxes & Fittings 56,300.0 0.50
2"x4" Utility Boxes 111.00 54.00 165.0000
4"x4" Junction Boxes 41.2500 -1.25000
1/2" PVC Pipes 307.5000 2.50000
3/4" PVC Pipes 124.0000 -4.00000
1.5" PVC Pipes 0.0000
Meter Base 0.0000
Other Accessories 5,372.40 -106.40000
1.02 Wires & Cables 38,200.0 0.50
2.0mm sq Stranded Wires
3.5mm sq Stranded Wires 10.40 1.60000
5.5mm sq Stranded Wires
Main Service Wires 64.00
CATV Cable
Tel. Wires
Other Accessories 6,831.60 2.40000
1.03 Wiring Devices (Switch/Outlets) 38,200.0 0.50
Duplex Outlets 54.00
Special Outlets 10.00
Switches 111.00 -11.00000
1.04 Lighting Fixtures 111.00
1.05 Panel boards / ACB's 15,000.0
Total for Electrical Works
TOTAL COST OF MATERIALS
TOTAL COST OF LABOR
TOTAL MATERIALS & LABOR COST
document.xls / BoM 04/17/2023 / 22:29:25 14 / 27
ITEM DESCRIPTION Details of Quantities
ARCHITECT'S PROFESSIONAL FEE/S
CONTRACTOR'S PROFIT
VALUE ADDED TAX
GUARANTEED MAXIMUM COST
Prepared by:
RAFAEL AFRICA BRIONES, JR.
ARCHITECT (PRC#6539)
document.xls / BoM 04/17/2023 / 22:29:25 15 / 27
Labor & Eqpt.###
Qty UnitMaterials
TOTALUnit Cost Cost Unit Cost Cost
2.00 T.L. 5,000.0 10,000.00 10,000.00
149.00 sq m 120.00 17,880.00 50.00 7,450.00 25,330.001.00 lot BY OWNER1.00 lot BY OWNER3.00 T.L. 5,000.0 15,000.00 15,000.00
17,880.00 32,450.00 50,330.00
BY OWNERBY OWNER
32.00 T.L. 1,000.00 32,000.00 32,000.00
20.00 pax 450.00 9,000.00 9,000.00
41,000.00 41,000.00
1.00 lot 10,000.00 10,000.00 5,000.00 15,000.00
1.00 lot 2,000.00 2,000.00 2,000.00 4,000.00Mos 0.00 0.00
20.00 Sets 4,500.00 90,000.00 90,000.0010.00 Mos 3,500.00 35,000.00 35,000.00
10.00 Mos 3,000.00 30,000.00 30,000.00
10.00 Mos 700.00 7,000.00 7,000.00
12,000.00 169,000.00 181,000.00
113.00 cu m 350.00 39,550.00 39,550.00
88.00 cu m 140.00 12,320.00 150.00 13,200.00 25,520.00
18.00 cu m 600.00 10,800.00 150.00 2,700.00 13,500.00
106.00 cu m 300.00 31,800.00 31,800.00
23,120.00 87,250.00 110,370.00
document.xls / BoM 04/17/2023 / 22:29:25 16 / 27
Qty UnitMaterials Labor & Eqpt.
TOTALUnit Cost Cost Unit Cost Cost
Total for General Requirements / Siteworks 53,000.00 329,700.00 382,700.00
15.00 cu m ###
150.00 bags 200.00 30,000.00 70.00 10,500.00 40,500.00
8.00 cu m 700.00 5,600.00 250.00 2,000.00 7,600.00
16.00 cu m 750.00 12,000.00 250.00 4,000.00 16,000.00
23.00 days 250.00 5,750.00 5,750.00
16.00 cu m
160.00 bags 200.00 32,000.00 70.00 11,200.00 43,200.00
8.00 cu m 700.00 5,600.00 250.00 2,000.00 7,600.00
16.00 cu m 750.00 12,000.00 250.00 4,000.00 16,000.00
24.00 days 250.00 6,000.00 6,000.00
20.00 cu m ###
200.00 bags 200.00 40,000.00 70.00 14,000.00 54,000.00
10.00 cu m 700.00 7,000.00 250.00 2,500.00 9,500.00
20.00 cu m 750.00 15,000.00 250.00 5,000.00 20,000.00
31.00 days 250.00 7,750.00 7,750.00
28.00 cu m
280.00 bags 200.00 56,000.00 70.00 19,600.00 75,600.00
14.00 cu m 700.00 9,800.00 250.00 3,500.00 13,300.00
28.00 cu m 750.00 21,000.00 250.00 7,000.00 28,000.00
42.00 days 250.00 10,500.00 10,500.00
12.00 cu m ###
120.00 bags 200.00 24,000.00 70.00 8,400.00 32,400.006.00 cu m 700.00 4,200.00 250.00 1,500.00 5,700.00
12.00 cu m 750.00 9,000.00 250.00 3,000.00 12,000.0018.00 days 250.00 4,500.00 4,500.00
4.00 cu m ###
40.00 bags 200.00 8,000.00 70.00 2,800.00 10,800.002.00 cu m 700.00 1,400.00 250.00 500.00 1,900.004.00 cu m 750.00 3,000.00 250.00 1,000.00 4,000.00
8.00 days 250.00 2,000.00 2,000.00
12.00 cu m
120.00 bags 200.00 24,000.00 70.00 8,400.00 32,400.00
6.00 cu m 700.00 4,200.00 250.00 1,500.00 5,700.00
12.00 cu m 750.00 9,000.00 250.00 3,000.00 12,000.00
document.xls / BoM 04/17/2023 / 22:29:25 17 / 27
Qty UnitMaterials Labor & Eqpt.
TOTALUnit Cost Cost Unit Cost Cost
24.00 days 250.00 6,000.00 6,000.00
332,800.00 157,900.00 490,700.00
470.00 sq m
5,900.00 pcs 7.00 41,300.00 4.00 23,600.00 64,900.00710.00 bags 200.00 142,000.00 70.00 49,700.00 191,700.00
71.00 cu m 700.00 49,700.00 250.00 17,750.00 67,450.00350.00 pcs 125.00 43,750.00 30.00 10,500.00 54,250.00
36.00 kg 65.00 2,340.00 20.00 720.00 3,060.00
340.00 sq m
4,300.00 pcs 6.00 25,800.00 4.00 17,200.00 43,000.00
380.00 bags 200.00 76,000.00 70.00 26,600.00 102,600.00
34.00 cu m 700.00 23,800.00 250.00 8,500.00 32,300.00
260.00 pcs 125.00 32,500.00 30.00 7,800.00 40,300.00
26.00 kg 65.00 1,690.00 20.00 520.00 2,210.00
120.00 lin m
48.00 bags 200.00 9,600.00 70.00 3,360.00 12,960.00
3.00 cu m 700.00 2,100.00 250.00 750.00 2,850.00
20.00 pcs 125.00 2,500.00 30.00 600.00 3,100.00
2.00 kg 65.00 130.00 0.00 130.00
18.00 cu m
27.00 bags 200.00 5,400.00 70.00 1,550.00 6,950.00
9.00 cu m 700.00 6,300.00 250.00 2,250.00 8,550.00
464,910.00 171,400.00 636,310.00
###
###
###
110.00 pcs 125.000 13,750.000 30.00 3,300.00 17,050.00
200.00 pcs 320.00 64,000.00 60.00 12,000.00 76,000.00
31.00 Kgs. 65.00 2,015.00 30.00 930.00 2,945.00
###
###
260.00 pcs 125.00 32,500.00 70.00 18,200.00 50,700.00
0.00 pcs 180.00 0.00 120.00 0.00 0.00
200.00 pcs 320.00 64,000.00 180.00 36,000.00 100,000.00
46.00 Kgs. 65.00 2,990.00 30.00 1,380.00 4,370.00
###
document.xls / BoM 04/17/2023 / 22:29:25 18 / 27
Qty UnitMaterials Labor & Eqpt.
TOTALUnit Cost Cost Unit Cost Cost
96.00 pcs 125.00 12,000.00 70.00 6,720.00 18,720.00
10.00 Kgs. 65.00 650.00 30.00 300.00 950.00
480.00 pcs 125.00 60,000.00 70.00 33,600.00 93,600.00
220.00 pcs 180.00 39,600.00 120.00 26,400.00 66,000.00
420.00 pcs 320.00 134,400.00 180.00 75,600.00 210,000.00
40.00 days 500.00 20,000.00 20,000.00
###
70.00 pcs 125.00 8,750.00 30.00 2,100.00 10,850.00
70.00 pcs 180.00 12,600.00 40.00 2,800.00 15,400.00
20.00 Kgs 65.00 1,300.00 30.00 600.00 1,900.00
46.00 0.00 125.00 5,750.00 30.00 1,380.00 7,130.00
46.00 0.00 180.00 8,280.00 40.00 1,840.00 10,120.00
10.00 0.00 65.00 650.00 30.00 300.00 950.00
54.00 pcs 125.00 6,750.00 30.00 1,620.00 8,370.00
50.00 pcs 180.00 9,000.00 40.00 2,000.00 11,000.00
11.00 Kgs 65.00 715.00 30.00 330.00 1,045.00
479,700.00 247,400.00 727,100.00
51.00 sq m
51.00 sq m ###
80.00 shts 420.00 33,600.00 200.00 16,000.00 49,600.004,000.00 bd ft 20.00 80,000.00 5.00 20,000.00 100,000.005,000.00 bd ft 20.00 100,000.00 5.00 25,000.00 125,000.00
90.00 kgs 70.00 6,300.00 20.00 1,800.00 8,100.00
1.00 Lot 43,980.00 43,980.00
120.00 sq m ###
document.xls / BoM 04/17/2023 / 22:29:25 19 / 27
Qty UnitMaterials Labor & Eqpt.
TOTALUnit Cost Cost Unit Cost Cost
15.00 sq m
135.00 sq m 500.00 67,500.00 150.00 20,250.00 87,750.00
287,400.00 127,030.00 414,430.00
260.00 pcs 680.00 176,800.00 200.00 52,000.00 228,800.00
170.00 pcs 450.00 76,500.00 120.00 20,400.00 96,900.00
65.00 pcs 420.00 27,300.00 100.00 6,500.00 33,800.00
20.00 pcs 650.00 13,000.00 150.00 3,000.00 16,000.00
15.00 pcs 180.00 2,700.00 50.00 750.00 3,450.00
1.00 Lot 29,510.00 29,510.00
296,300.00 112,160.00 408,460.00
Total for Structural Works 1,861,110.00 815,890.00 2,677,000.00###
108.50 sq m
5,450.00 pcs 10.00 54,500.00 5.00 27,250.00 81,750.00
8.00 cu m 700.00 5,600.00 5,600.00
1.00 lot 10,800.00 10,800.00
0.00
71.00 sq m
210.00 pcs 120.00 25,200.00 55.00 11,550.00 36,750.00
36.00 bags 300.00 10,800.00 10,800.00
1.00 lot 5,036.00 5,036.00
40.00 sq m
250.00 pcs 60.00 15,000.00 30.00 7,500.00 22,500.00
20.00 bags 300.00 6,000.00 6,000.00
1.00 lot 3,400.00 3,400.00
20.00 sq m
250.00 pcs 25.00 6,250.00 15.00 3,750.00 10,000.00
10.00 bags 300.00 3,000.00 3,000.00
document.xls / BoM 04/17/2023 / 22:29:25 20 / 27
Qty UnitMaterials Labor & Eqpt.
TOTALUnit Cost Cost Unit Cost Cost
1.00 lot 2,000.00 2,000.00
115.00 sq m
1,380.00 pcs 60.00 82,800.00 12.00 16,560.00 99,360.00
1.00 lot 6,486.00 6,486.00
209,150.00 94,332.00 303,482.00
320.00 sq m
12.00 gals 580.00 6,960.00 450.00 5,400.00 12,360.0012.00 gals 400.00 4,800.00 500.00 6,000.00 10,800.0026.00 gals 740.00 19,240.00 500.00 13,000.00 32,240.0015.00 gals 380.00 5,700.00 400.00 6,000.00 11,700.0032.00 bags 350.00 11,200.00 500.00 16,000.00 27,200.00
1.00 lot 7,200.00 7,200.00
810.00 sq m
54.00 bags 350.00 18,900.00 500.00 27,000.00 45,900.0030.00 gals 450.00 13,500.00 450.00 13,500.00 27,000.0090.00 gals 480.00 43,200.00 500.00 45,000.00 88,200.00
1.00 lot 7,560.00 7,560.00
70.00 sq m
800.00 pcs 32.00 25,600.00 15.00 12,000.00 37,600.0036.00 bags 300.00 10,800.00 10,800.0040.00 kgs 50.00 2,000.00 2,000.00
1.00 lot 9,600.00 9,600.00
15.00 sq m 4,500.00 2,000.00 0.00
document.xls / BoM 04/17/2023 / 22:29:25 21 / 27
Qty UnitMaterials Labor & Eqpt.
TOTALUnit Cost Cost Unit Cost Cost
1.00 lot 0.00 0.00
77.00 sets 400.00 100.00 0.0022.00 sets 900.00 250.00 0.0060.00 sets 200.00 50.00 0.00
4.00 sets 1,100.00 500.00 0.006.00 sets 250.00 100.00 0.00
161,900.00 168,260.00 330,160.00
180.00 sq m 450.00 81,000.00 130.00 23,400.00 104,400.00
90.00 sq m 460.00 41,400.00 130.00 11,700.00 53,100.00
340.00 L m 100.00 34,000.00 50.00 17,000.00 51,000.00
96.00 sqm 460.00 130.00 12,480.00 12,480.000.00 lin ft 150.00 60.00 0.00 0.00
320.00 L m 80.00 50.00 16,000.00 16,000.00
156,400.00 80,580.00 236,980.00
document.xls / BoM 04/17/2023 / 22:29:25 22 / 27
Qty UnitMaterials Labor & Eqpt.
TOTALUnit Cost Cost Unit Cost Cost
20.00 gals 2,800.00 56,000.00 280.00 5,600.00 61,600.00
56,000.00 5,600.00 61,600.00
1.00 set 2,000.00 2,000.00 450.00 450.00 2,450.00
8.00 sets 450.00 3,600.00 200.00 1,600.00 5,200.00
2.00 sets 400.00 800.00 200.00 400.00 1,200.00
2.00 pairs 250.00 500.00 100.00 200.00 700.00
12.00 pairs 200.00 2,400.00 100.00 1,200.00 3,600.00
4.00 pairs 150.00 600.00 100.00 400.00 1,000.00
10.00 sets 180.00 1,800.00 50.00 500.00 2,300.00
11,700.00 4,750.00 16,450.00
32.00 sq m 500.00 16,000.00 280.00 8,960.00 24,960.00
33.00 sq m 500.00 16,500.00 280.00 9,240.00 25,740.00
1.00 Lot 6,500.00 6,500.00
32,500.00 24,700.00 57,200.00
20.00 Cu m 5,000.00 3,500.00 0.00
14.00 Cu m 5,000.00 70,000.00 3,500.00 49,000.00 119,000.00
2.00 Cu m3.00 Cu m2.00 Cu m2.00 Cu m6.00 Cu m 5,000.00 3,500.00 0.00
16.00 sq m 3,000.00 48,000.00 1,200.00 19,200.00 67,200.00
3.00 sq m4.00 sq m
118,000.00 68,200.00 186,200.00
1.00 Set 1,440.00 1,440.00 500.00 500.00 1,940.001.00 Set 1,440.00 1,440.00 500.00 500.00 1,940.001.00 Set 1,440.00 1,440.00 500.00 500.00 1,940.008.00 Set 1,440.00 11,520.00 500.00 4,000.00 15,520.002.00 Set 1,440.00 2,880.00 500.00 1,000.00 3,880.001.00 Sets 1,440.00 1,440.00 800.00 800.00 2,240.00
###
document.xls / BoM 04/17/2023 / 22:29:25 23 / 27
Qty UnitMaterials Labor & Eqpt.
TOTALUnit Cost Cost Unit Cost Cost
1.00 Set 0.00 600.00 600.00 600.008.00 Sets 2,880.00 23,040.00 600.00 4,800.00 27,840.002.00 Set 2,560.00 5,120.00 600.00 1,200.00 6,320.001.00 Sets 2,720.00 2,720.00 960.00 960.00 3,680.001.00 Sets 2,880.00 2,880.00 600.00 600.00 3,480.001.00 Sets 2,880.00 2,880.00 600.00 600.00 3,480.00
56,800.00 16,060.00 72,860.00
21.001.00 Sets 22,400.00 22,400.00 4,480.00 4,480.00 26,880.001.00 Sets 45,570.00 45,570.00 9,114.00 9,114.00 54,684.009.00 Sets 3,360.00 30,240.00 672.00 6,048.00 36,288.001.00 Set 4,200.00 4,200.00 840.00 840.00 5,040.002.00 Sets 4,410.00 8,820.00 882.00 1,764.00 10,584.002.00 Sets 1,120.00 2,240.00 224.00 448.00 2,688.002.00 Sets 20,160.00 40,320.00 4,032.00 8,064.00 48,384.001.00 Set 4,480.00 4,480.00 896.00 896.00 5,376.002.00 Sets 2,100.00 4,200.00 420.00 840.00 5,040.00
500.00 sq ft 40.00 20,000.00 12.00 6,000.00 26,000.00300.00 sq ft 250.00 75.00 0.00
1.00 Lot 2,404.00 2,404.00184,874.00 38,494.00 223,368.00
98.00 sq m 150.00 14,700.00 90.00 8,820.00 23,520.0052.00 sq m 250.00 13,000.00 90.00 4,680.00 17,680.00
120.00 sq m 250.00 150.00 0.0084.00 sq m 200.00 16,800.00 150.00 12,600.00 29,400.0036.00 sq m 200.00 150.00 0.00
44,500.00 26,100.00 70,600.00
270.00 sq m 280.00 75,600.00 100.00 27,000.00 102,600.0090.00 L m 200.00 18,000.00 100.00 9,000.00 27,000.00
270.00 sq m 80.00 21,600.00 20.00 5,400.00 27,000.006.00 L m 800.00 4,800.00 150.00 900.00 5,700.00
60.00 L m 800.00 48,000.00 150.00 9,000.00 57,000.00168,000.00 51,300.00 219,300.00
432.00 bd ft 80.00 34,560.00 50.00 21,600.00 56,160.001.00 lot 8,640.00 8,640.00
43,200.00 21,600.00 64,800.00
Total for Architectural Works 1,243,024.00 599,976.00 1,843,000.00
document.xls / BoM 04/17/2023 / 22:29:25 24 / 27
Qty UnitMaterials Labor & Eqpt.
TOTALUnit Cost Cost Unit Cost Cost
14.00 pcs 450.00 6,300.00 200.00 2,800.00 9,100.0012.00 pcs 250.00 3,000.00 100.00 1,200.00 4,200.00
8.00 pcs 90.00 720.00 50.00 400.00 1,120.006.00 pcs 50.00 300.00 50.00 300.00 600.004.00 pcs 90.00 360.00 50.00 200.00 560.002.00 pcs 50.00 100.00 50.00 100.00 200.00
10.00 pcs 80.00 800.00 50.00 500.00 1,300.008.00 pcs 30.00 240.00 50.00 400.00 640.006.00 pcs 100.00 600.00 50.00 300.00 900.004.00 pcs 60.00 240.00 50.00 200.00 440.00
4.00 pcs 250.00 1,000.00 100.00 400.00 1,400.006.00 pcs 50.00 300.00 50.00 300.00 600.002.00 pcs 50.00 100.00 50.00 100.00 200.008.00 pcs 30.00 240.00 50.00 400.00 640.00
16.00 pcs 350.00 5,600.00 150.00 2,400.00 8,000.0012.00 pcs 80.00 960.00 50.00 600.00 1,560.0012.00 pcs 80.00 960.00 50.00 600.00 1,560.00
1.00 Lot 2,100.00 2,100.00
14.00 pcs 650.00 9,100.00 300.00 4,200.00 13,300.0010.00 pcs 450.00 4,500.00 200.00 2,000.00 6,500.00
120.00 lin m 120.00 14,400.00 50.00 6,000.00 20,400.0028.00 pcs 130.00 3,640.00 50.00 1,400.00 5,040.0020.00 pcs 120.00 2,400.00 50.00 1,000.00 3,400.0024.00 pcs 80.00 1,920.00 50.00 1,200.00 3,120.0040.00 pcs 80.00 3,200.00 50.00 2,000.00 5,200.0018.00 lin m 150.00 2,700.00 50.00 900.00 3,600.00
8.00 pcs 650.00 5,200.00 50.00 400.00 5,600.004.00 pcs 600.00 2,400.00 50.00 200.00 2,600.006.00 pcs 400.00 2,400.00 50.00 300.00 2,700.008.00 pcs 400.00 3,200.00 50.00 400.00 3,600.00
16.00 pcs 15.00 240.00 50.00 800.00 1,040.0016.00 pcs 20.00 320.00 50.00 800.00 1,120.00
8.00 pcs 30.00 240.00 50.00 400.00 640.008.00 pcs 25.00 200.00 50.00 400.00 600.006.00 pcs 450.00 2,700.00 100.00 600.00 3,300.001.00 lot 7,700.00 7,700.00
3.00 sets 2,400.00 7,200.00 1,000.00 3,000.00 10,200.003.00 sets 1,800.00 5,400.00 500.00 1,500.00 6,900.00
document.xls / BoM 04/17/2023 / 22:29:25 25 / 27
Qty UnitMaterials Labor & Eqpt.
TOTALUnit Cost Cost Unit Cost Cost
3.00 sets 6,500.00 19,500.00 1,500.00 4,500.00 24,000.003.00 sets 800.00 2,400.00 250.00 750.00 3,150.003.00 sets 400.00 1,200.00 350.00 1,050.00 2,250.003.00 sets 400.00 1,200.00 350.00 1,050.00 2,250.003.00 sets 1,200.00 3,600.00 450.00 1,350.00 4,950.003.00 sets 1,800.00 5,400.00 1,200.00 3,600.00 9,000.001.00 sets 6,800.00 6,800.00 2,800.00 2,800.00 9,600.001.00 sets 2,800.00 2,800.00 500.00 500.00 3,300.004.00 sets 480.00 1,920.00 300.00 1,200.00 3,120.00
16.00 sets 180.00 2,880.00 150.00 2,400.00 5,280.0016.00 sets 120.00 1,920.00 150.00 2,400.00 4,320.00
2.00 sets 400.00 800.00 50.00 100.00 900.004.00 sets 450.00 1,800.00 50.00 200.00 2,000.001.00 lot 0.00
Total for Plumbing Works 155,200.00 60,600.00 215,800.00
165.00 pcs 18.00 2,970.00 10.00 1,650.00 4,620.00
40.00 pcs 20.00 800.00 10.00 400.00 1,200.00
310.00 pcs 80.00 24,800.00 30.00 9,300.00 34,100.00
120.00 pcs 120.00 14,400.00 40.00 4,800.00 19,200.00
10.00 pcs 180.00 1,800.00 60.00 600.00 2,400.00
1.00 set 800.00 800.00 800.00
1.00 lot 5,266.00 5,266.00
4.00 rolls 2,600.00 10,400.00 1,200.00 4,800.00 15,200.00
6.00 rolls 3,800.00 22,800.00 1,500.00 9,000.00 31,800.00
2.00 rolls 4,900.00 9,800.00 1,600.00 3,200.00 13,000.00
64.00 lin m 120.00 7,680.00 50.00 3,200.00 10,880.00
150.00 lin m 25.00 3,750.00 75.00 11,250.00 15,000.00
1.00 roll 2,500.00 2,500.00 1,500.00 1,500.00 4,000.00
1.00 lot 6,834.00 6,834.00
54.00 sets 180.00 80.00 4,320.00 4,320.00
10.00 sets 280.00 100.00 1,000.00 1,000.00
100.00 sets 180.00 80.00 8,000.00 8,000.00
111.00 sets 280.00 80.00 8,880.00 8,880.00
1.00 sets 32,000.00 32,000.00 2,000.00 2,000.00 34,000.00
Total for Electrical Works 145,800.00 74,700.00 220,500.00
TOTAL COST OF MATERIALS 3,458,134.00 3,458,134.00
TOTAL COST OF LABOR 54.39% 1,880,866.00 1,880,866.00
TOTAL MATERIALS & LABOR COST 5,339,000.00 5,339,000.00
document.xls / BoM 04/17/2023 / 22:29:25 26 / 27
Qty UnitMaterials Labor & Eqpt.
TOTALUnit Cost Cost Unit Cost Cost
20% 0.20 1,067,800.00
35% - 50% 0.00 0.00
10% - 12% 0.00 0.00
GUARANTEED MAXIMUM COST 6,406,800.00
Approved by:
type name here
OWNER/S
document.xls/RevFundSched As of: 04/17/2023 /22:29:25 27 / 27
Project: TWO STOREY RESIDENCE Subject: SCHEDULE OF REVOLVING FUNDS
Owner/s: type name here Location: BRGY.
Date: 12-May-2011 MAY JUN JUL AUG SEP OCT NOV DEC
Item # Item Description Amount1st 2nd 3rd 4th 5th 6th 7th FINAL
22% 21% 20% 9% 9% 9% 6% 5% ###
I 382,700.00 ###
191,350.00 ###
114,810.00 ###
57,405.00 ###
19,135.00###
II STRUCTURAL WORKS 2,677,000.00 ###
1,070,800.00 ###
936,950.00 ###
669,250.00 ###
III ARCHITECTURAL WORKS 1,843,000.00 ###
0.00 0.00 ###
276,450.00 ###
460,750.00 ###
460,750.00 ###
368,600.00 ###
184,300.00 ###
92,150.00###
IV 215,800.00 ###
10,790.00 ###
64,740.00 ###
75,530.00 ###
0.00 ###
0.00 ###
0.00 ###
43,160.00 ###
21,580.00###
V ELECTRICAL WORKS 220,500.00 ###
0.00 ###
66,150.00 ###
44,100.00 ###
0.00 ###
0.00 ###
44,100.00 ###
33,075.00 ###
33,075.00###
VI 1,067,800.00 ###
133,475.00 ###
133,475.00 ###
133,475.00 ###
133,475.00 ###
133,475.00 ###
133,475.00 ###
133,475.00 ###
133,475.00###
T O T A L 6,406,800.00 1,406,415.00 1,316,125.00 1,256,210.00 594,225.00 594,225.00 546,175.00 394,010.00 299,415.00###
Prepared by: Approved by:
RAFAEL AFRICA BRIONES, JR. type name here
ARCHITECT (PRC#6539) OWNER/S
0
0
GENERAL REQUIREMENTS / SITEWORKS
PLUMBING / SANITARY WORKS
ARCHITECT'S PROFESSIONAL FEE/S