ARVI ESTIMATE AND CPM TO PRINT

Project Title: Proposed 2-Storey Commercial BuildingProject Owner: Engracia B. SoroProject Location: San Jose City, Nueva Ecija

SUMMARY OF COST

A. ESTIMATE COST OF MATERIALS 1. EARTHWORKS 2. CONCRETE WORKS 3. REBAR WORKS 4. FORM WORKS 5. MASONRY WORKS 6. CARPENTRY 7. STEEL WORKS 8. TILE WORKS 9. PLUMBING WORKS 10. ELECTRICAL WORKS 11. MISCELLANEOUSB. ESTIMATED COST OF LABOR (30%)

ESTIMATED TOTAL DIRECT COST

Griam B. Soro ENGR. RITCHIE C. MALASANDESIGNED BY CHECKED BY

EZEKIEL KWIN G. LAMBERTEAPPROVED BY

SUMMARY OF COST

#DIV/0!124691346971934879985711427686972150002695

#DIV/0!3324843900

#DIV/0!

#DIV/0!

ENGR. RITCHIE C. MALASANCHECKED BY

CANVASS OF MATERIALS

Hardware 1: LADRO ENTERPRIZESHardware 2: SAN JOSE LUMBER AND HARWAREHardware 3: ABRIGO ENTERPRIZESHardware 4: HIPOLITO HARDWARE

DESCRIPTION OF MATERIAL UNIT Hardware 1 Hardware 2Unit Cost Unit Cost

I. EARTH WORKSGravel or Crushed Stones cu.m. 460.00 300.00Earth Fill cu.m. 250.00 220.00II. CONCRETE WORKSPortland Cement bag 210.00 204.00Sand cu.m. 250.00 250.00III. REBAR WORKSSteel Reinforcing Bars, Deformed 10mmX6.00 meters pc 115.00 118.00 12mmX6.00 meters pc 165.00 170.00 16mmX6.00 meters pc 192.00 200.00Wire No. 16 for Tying kg 75.00 60.00IV. FORM WORKSForm lumber: GOOD bd.ft. 37.00 30.00 COCO bd.ft. 22.00 18.00Marine Plywood, 1/4"X4'X8' sheet 295.00 320.00Ordinary Plywood, 1/2"X4'X8' sheet 490.00 495.00Common Wire Nails: 2" (50mm) kg 65.00 50.00 3" (75mm) kg 60.00 48.00 4" (100mm) kg 60.00 50.00Finishing Nails: 1-1/4" (31mm) kg 100.00 60.00 2" (50mm) kg 100.00 54.00 2-1/2" (63mm) kg 100.00 54.00Concrete Nails, 3" (75mm) kg 110.00 95.00 1/4"X4'X8' sheet 260.00 280.00Plyboard, 1/2" X4" X8' sheet 860.00 855.00

V. MASONRY WORKSC.H.B. 4" (10X20X40cm) pc 8.00 8.00 5" (15X20X40cm) pc 8.30 9.50 6" (20X20X40cm) pc 9.00VI. ROOFING MATERIALSAngle bar 1/4" X2"X2" pc 685.00 700.00 3/16" X1"X1" pc 290.00 228.00C-Purlins 2"X 6" ST. pc 490.00 550.00 2"X4" ST. pc 320.00 448.00Gutter(Spanish Type) pc 150.00 145.00Hardi-Flex Facia Board pc 750.00Long Span Steel Bricks per ft

pc 420.00G.I. Sheet, Ga. 20 pc 930.00 1030.00Self Drillng Roofing Screw pc 2.00 1.40Vulcaseal Sealant L 420.00 380.00PVC Pipes downspout, (3" dia. X 10 pc 170.00 150.00PVC Elbows , (3" dia. X 10') pc 40.00 25.00PVC Solvent Cement kg 390.00 360.00VII. PLUMBING PIPES AND FITTINGSSanitary Pipes and FittingsPipes - (4" dia X 10') pc 210.00 185.00Pipes - (3" dia X 10') pc 175.00 150.00Sanitary Tee, (3" dai) pc 40.00 30.00Elbow, 1/8 Bend (3" dia) pc 25.00 15.00

pc 42.00 25.00Reducer Coupling, (2" dia X 3" dia pc 35.00 25.00Floor Drain Trap, (2" dia) pc 40.00 20.00Clean-out w/ Plug, (3" dia) pc 45.00 20.00GI Pipes and FittingsPipes - (1" dia X 20') pc 480.00 550.00Pipes - (3/4" dia X 20') pc 440.00 420.00Pipes - (1/2" dia X 20') pc 290.00 320.00

pc 35.00 15.00pc 35.00 22.00pc 35.00 10.00

Street Ell, (1/2") pc 35.00Tapped Tee, (1/2") pc 35.00

Plain GI Ridge Roll and Hip Roll, Ga. 0.4mm

Elbow, 90o (3" dia)

Elbow, 90o (3/4" dia)Elbow, 90o (1" dia)Elbow, 90o (1/2" dia)

Tapped Tee, (3/4") pc 60.00Reducer Tee, (1" X 3/4") pc 65.00 40.00Reducer Ell, (3/4" X 1/2") pc 65.00 15.00Niple, (1/2" X 6") pc 65.00 28.00Coupling, (1/2") pc 35.00 6.50Coupling, (3/4") pc 35.00 10.00Coupling, (1") pc 35.00 18.00Union, (1") pc 45.00 40.00Union, (3/4") pc 55.00 35.00Union, (1/2") pc 65.00 25.00Teflon Tape roll 10.00 8.00Water Meter pc 900.00Gate Valve pc 170.00 180.00Faucet set 270.00 75.00Hose Bibbs pc 100.00VIII. PLUMBING FIXTURES AND ACCESSORIESWater Closet set 12500.00 2800.00Lavatory set 12500.00 950.00Kitchen Sink set 1500.00 1200.00Soap Holder set 150.00 250.00Toilet Paper Holder set 150.00 250.00Towel Holder set 1500.00 280.00Shower Head set 800.00 50.00Floor Drain pc 250.00 20.00

IX. TILEWORKSKent Vinyl Floor Tiles, (12" X 12" pc 20.00Rugby Glue for Vinyl Tiles Lcan 485.00Unglazed Floor Tiles, (8" X 8") pc 15.00Glazed Wall Tiles, (8" X 8") pc 15.00Tile Grout pack 55.00 50.00Prime White Cement bag 650.00Vinyl floor tiles(12" X 12") pc 20.00Rugby Glue for Vinyl Tiles 1can 485.00X. ELECTRICAL MATERIALSEntrance Cap, (1" dia.) pc 65.00 60.00Rigid Steel Conduit, (1/2"dia X 3 pc 532.00 365.00Rigid Steel Conduit, (1"dia X 3 m. pcConduit Clamp for 1/2" dia. pc 2.00 2.50Conduit Clamp for 1" dia. pc 5.00Metal Locknut with Bushing, 1" dia.

set 2820.00

pc 3750.00RSC Coupling, 1" dia pc 21.00uPVC pipe, 20mm dia. X 3.0 m pc 72.00 65.00uPVC coupling, 20mm dia. pc 5.00

pc 16.00uPVC range pipe, 25mm dia. X 3.0 pc 86.00

pair 45.00pc 20.00 20.00

pc 20.00 20.00Solvent Cement L 379.00

roll 2970.00 2750.004400/ROLL 29.00/M

m 29.00m 112.00m

Porcelain Lamp Receptacle pc 20.00Plate Assembly Single-Gang Switch set 120.00 Two-Gang Switch set 90.00 80.00 Three-Gang Switch set 120.00 110.00Wall Switch Module, 5A, 250V, AC pc 95.00

pc 100.00Duplex Convenience Outlets pc 140.00 80.00ACU outlet pc 150.00 140.00

set 250.00Friction/plastic tape, Big size roll 30.00 25.00 BREAKER 100ampere pc 600.00 BREAKER 60ampere pc 400.00 BREAKER 40ampere pc 400.00 BREAKER 30ampere pc 350.00 BREAKER 20ampere pc 200.00 BREAKER 15ampere pc 150.00 PANEL BOARD 6HOLE pc 480.00 PANEL BOARD 8HOLE pc 550.00 PANEL BOARD 10HOLE pc 750.00 flourescent lamp w/ baluster (1m) set 180.00

Automatic Circuit Breaker, 100A Main Switch, with 6 Branch CircuitsRSC Elbow, 90o Long Bend, 1" dia

uPVC adaptor w/locknut and bushing, 20mm dia.uPVC adaptor w/locknut and bushing, 25mm dia.uPVC utility boxes, 38mmX100mmX54mmuPVC junction boxes, 38mmX100mmX54mm

Electric Wire (3.5 mm2)Wire for Range (5.5 mm2)Wire for Range (8 mm2)Wire for service Entrance (14 mm2)Wire for service Entrance (22 mm2)

Three-way Switch Module, 5A, 250V, AC

Range outlet with cover plate, 3-prongs

flourescent lamp w/ baluster (0.5 set circular flourescent lamp set 210.00 daylight bulb PIECE 50.00

Center: Sto. Niño Color Center: SAN JOSE PAINT CENTER

XI. PAINTING MATERIALS (DUTCH BOY OR BOYSEN)Flatwall Latex Paint, White 16L can 1840.00Gloss Latex Paint, White 16L can 1250.00Quick Drying Enamel, White 16L can 1995.00Exterior Wood Primer and Sealer 16L can 2160.00Interior Wood Primer and Sealer 16L can 2160.00Oil Tinting Colors Green 150/L 440/ 4L Yellow 150/L 480/ 4L Brown 150/L 440/ 4L Black 150/L 400/ 4LGlazing putty 4L 250.00Masonry putty gal 260.00Primer Thinner 4L can 220.00Acrylic Semi-Gloss Latex Paint 16L can 1980.00Concrete Neutralizer 16/L 720.00Acrylic Concrete Primer Sealer 4L can 445.00Latex Putty 16L can 1520.00Acrylic Tinting Colors Brown 4L can 550.00 Yellow 4L can 620.00Clear Gloss Lacquer 4L can 540.00Dead Flat Lacquer 4L can 540.00Lacquer Primer Surfacer 4L can 680.00Wood Filler Paste 1L can 380.00Lacquer Thinner 4L can 220.00Red Lead Primer 4L can 380.00Portland Cement Roof Paint 4L can 480.00Sandpapers(assorted) SHEET 10.00Sandpapers(FINISHING) SHEETRoller Brush # 7 PIECERoller Brush # 4 PIECE 50.00Roller Tray PIECE 30.00Paint Brush 4" piece 45.00Paint Brush 3" piece 55.00Paint Brush 2" ordinary piece 15.00

Paint Brush 1" ordinary piece 8.00Paint Brush 1 1/2"ordinary piece 10.00Paint Brush 1/2"ordinary piece 8.00

Glass Supply: Sir Thadeus Aluminun & Glass Supply

XI. DOORS AND WINDOWSset 3500.00 2860.00

0.6 X 2.1 PVC Door set 2200.00 1400.000.8 X 2.1 Panel Door set 4200.00 2000.00Steel Casement Window 492.00Analok Sliding Window 721.60

Steel fabricator: R.B. ALUMINUM CONSTRUCTION

XII. STEEL WORKSrailings and stair railings meter 1000.00

1.0 x 2.1 Aluminum door with 3/16" thick fixed clear glass

m2

m2

CANVASS OF MATERIALS

Hardware 1: LADRO ENTERPRIZESHardware 2: SAN JOSE LUMBER AND HARWAREHardware 3: ABRIGO ENTERPRIZESHardware 4: HIPOLITO HARDWARE

Hardware 3Hardware 4Unit Cost Unit Cost

I. EARTH WORKS

II. CONCRETE WORKS205.00 203.00

III. REBAR WORKS

123.00 122.00180.00 175.00219.00 310.0060.00 60.00

IV. FORM WORKS

38.0018.00

320.00 310.00

487.00

60.00 55.0060.00 50.0060.00 50.00

95.00 80.0095.00 80.0095.00 80.00

100.00 100.00310.00 300.00

780.00 740.00

V. MASONRY WORKS

7.50 7.008.50 7.00

VI. ROOFING MATERIALS

660.00 380.00270.00 410.00

490.00 410.00395.00 310.00145.00 140.00

100.001080.001.00 1.00

380.00 340.00195.00 320.0030.00 55.00

350.00VII. PLUMBING PIPES AND FITTINGS

245.00 180.00195.00 150.0045.00 55.0032.00 45.0045.00 45.00

60.00 75.0035.00 45.00

535.00 415.00405.00 350.00300.00 230.0025.00 20.0030.00 30.0010.00 15.0015.00 15.0030.00 16.00

110/ ¼ L

20.00 25.0035.00 30.0025.00 35.0020.00 55.0010.00 15.0015.00 20.0020.00 30.0055.00 55.0045.00 45.0035.00 35.0010.00 7.00250.00 150.00150.00 250.00150.00 80.00180.00 85.00

VIII. PLUMBING FIXTURES AND ACCESSORIES3500.003500.003500.00 550.003500.00 300.003500.00 300.00250.00150.00 150.0050.00 75.00

IX. TILEWORKS13.00430.0012.0012.00

13.00430.00

X. ELECTRICAL MATERIALS55.00

18.00

25.0050.00

25.00

25.00100.00155.00

25.00

Center: Sto. Niño Color Center: SAN JOSE PAINT CENTER

XI. PAINTING MATERIALS (DUTCH BOY OR BOYSEN)1800.001350.001995.002160.002160.00

440/ 4L480/ 4L130/L240/L265.00280.00180.001890.00680.00445.001120.00

580.00620.00490.00510.00680.00380.00170.00420.00

7.00

50.0030.0015.00

10.0012.008.00

Glass Supply: Sir Thadeus Aluminun & Glass Supply

XI. DOORS AND WINDOWS

Steel fabricator: R.B. ALUMINUM CONSTRUCTION

XII. STEEL WORKS

ESTIMATE OF 2-STOREY BOARDING HOUSE with ROOF DECK

(REFER TO PLANNING AND ESTIMATE BOOK BY MAX FAJARDO)

FIRST FLOORGENEARAL DATA

DATA WALL FOOTING

Area of ground fl = 152 sq.m Height of wall =Area of carport = 0 sq.m Height of footing =Area of over-hang = 0 sq.m Width of footing =Height above the = 3.4 mHeight above the = 0.3 m TIE BEAM (FTB)

Height = Width = Perimeter =

Longitudinal Leng = 15 m BEAM 1(B-1)Transverse Length = 10 m Height =

Width =SITE CLEARING AND GRUBBING Perimeter =

SEPTIC TANKUnit cost = 2000 php Length =

Width =LAYOUT AND BATTERBOARD Height of wall =

Height of footing =Unit cost = 3000 php No. of septic tan =

SOIL POISONING STAIRCASELength of main ra =

Bottle = 2000 php Length of rail =Area = 152 sq.m OUTSIDE

No. of steps =COLUMN POST(BELOW GL) Per step

Thickness =Height = 0.6 m Width =Width = 0.4 m MAINLength = 0.4 m No. of steps =Number of Column = 8 pcs Per step

Thickness =COLUMN FOOTING Width =

LandingHeight = 1 m Thickness =

Width = 1.2 m Width =Length = 1.2 m Length =


WALL SEWERAGEW1F1 Perimeter = 51.4 m Length Area of wind = 0.4 sq.m Main line = Area of door = 0.8 sq.m Other lines =

Downspout Length = No. of downs =4" Ø Tee =

=CATCH BASIN =

4" Ø Coupling =Height = 0.5 m 4" Ø Wee =Length = 0.5 mWidth = 0.5 m 4" Ø Floor Drain =No. of catch basi = 6 pcs 2" Ø P-trap =Slab = 0.1 m 4" Ø Clean-out w/ =

BATHROOM SANITARY

Area of floor = 0 sq.m LengthArea of wall = 0 sq.m Main line =

Other line =PAINTING WORKS Faucet =

=Roller tray = - pcs =Sand paper = - pcsRoller brush = - pcs ELECTRICAL WORKSPaint brush 1 1/2" = - pcs Breaker 15 Ampere = 2" = - pcs Breaker 20 Ampere = 4" = - pcs Breaker 30 Ampere =

Breaker 40 Ampere =CEILING Panel board w/ 10 =

Area = 150 sq.m. LIGHTING2.00mm THHN cundu =

PLUMBING WORKS Compact Flourescent LaFlourescent lamp =

Gate valve = 0 pcs uPVC junction box =

3" Ø Elbow, 90o

4" Ø Elbow, 90o

2"-4" Ø Reducer Elbow, 90

1" Ø Elbow, 90o

1/2" Ø Elbow, 90o

Water meter = 0 pcs uPVC utility box =Standard length o = 0 m One-gang wall Swi =Teflon Tape (1/2) = 0 pcs Three-gang wall S =


TOILET AND BATH ACCESSORIES WINDOWS

Water closet = 2 pcs Steel casement fabricaLavatory = 1 pcs grills (2x1.5m)Soap holder = 4 pcs Steel casement w/ 3/16" Toilet paper hold = 4 pcs thk fixed clear glassFloor drain (dura = 4 pcs 2.3 m x =

2 m x 1 = 1.2 m x =

POWER 0 .6 m x =

3.50mm THHN cunduit = 120.00 m MISCELLANEOUS8.00mm THHN cunduit = 15.00 m DOORSDuplex C.O. = 16.00 pcsACU C.O. = 0.00 pcs Length of jambs =uPVC utility box = 16.00 pcs

Panel door =Flush door =

MULTIPLIER(GROUND FLOOR)

I. EARTH WORKS WALL FOOTING

Factor of Safety = 20 % Concrete cover =Soil Compaction = 25 % No. of RSB(contin =Slab Thinkness = 0.1 m Spacing(Transvers =

II. CONCRETE WORKS WALLFactor of Safety = 20 %Using 40kg Cement, Class A Mixture Vertical (3 layer =

Cement = 9 bags Horizontal(spaced 60cm = Sand = 0.5 cu.m. Ties (spaced 60cm = Gravel = 1 cu.m.

BEAMUsing 40kg Cement, Class B Mixture

No. of bars = Cement = 7.5 bags Concrete cover = Sand = 0.5 cu.m. Spacing Gravel = 1 cu.m. 2pcs =

4pcs =Using 40kg Cement, Class C Mixture 4pcs =

= Cement = 6 bags Sand = 0.5 cu.m. SLAB Gravel = 1 cu.m.

Spacing of main b =III. REBAR WORKS Size of bar =

Factor of Safety = 10 % STAIRCASECommercial size of R = 6 mTie Wires = 53 kg Length of main ba =Size of tie wires = 0.30 m Length of tie bar =Diameter of lateral ti = 10 mm

COLUMN POST SEPTIC TANK

Number of main ba = 8 pcs Height of manhole =Concrete Cover = 0.04 m Width of footing =Spacing

3pcs = 0.05 m FOR CHB3pcs = 0.1 m3pcs = 0.15 m Vertical (3 layer =

= 0.2 m Horizontal(spaced 60 =Ties (spaced 60cm =


FOR SLAB

Spacing of bar =COLUMN FOOTING Size of bar =

Concrete Cover = 0.075 m CATCH BASINNo. of cut bars = 6 pcs FOR CHB

No. of bars =Spacing of bar =

IV. FORM WORKS 10X20X40 cm CHB, Class B Mixture

Factor of Safety = 10 % Cement =Plywood Sand = Length = 2.4 m Width = 1.2 m 10X20X40 cm CHB, Class C MixtureSize of nails 2d = 1in Cement = 6d = 2in Sand = 10d = 3in 16d = 3 1/2in PLASTER

12mm thick, Class B MixturePOST

Cement =2"X2" wood frame = 29.67 Sand =2"X3" wood frame = 44.5

12mm thick, Class C MixtureBEAM

Cement =2"X2" wood frame = 25.06 Sand =2"X3" wood frame = 37.6

VI. CARPENTRY WORKSSTAGING AND SCAFFOLDING

COLUMN Factor of Safety =

2"X3" Vertical suppo = 7.00 bd.ft CEILING2"X3" Horizontal sup = 31.67 bd.ft2"X3" Diagonal suppo = 17.50 bd.ft 0.4x0.6m spacing (2" =

BEAM VII. STEEL WORKS

2"X3" Vertical suppo = 6.00 bd.ft Factor of Safety =2"X2" Horizontal sup = 4.70 bd.ft Commercial size of p =


V. MASONRY WORKS VIII. TILE WORKS

Factor of Safety = 20 % Factor of Safety =No. of CHB per sq = 12.5 pcs Cement mortar =W1F1 White cement = Size of CHB Tile adhesive = Height = 0.2 m Width = 0.15 m GROUND FLOOR Length = 0.4 m Size of CHB 16"X16" Unglazed/ = Height = 0.2 m Width = 0.1 m BATHROOM Length = 0.4 m

8"X8" Glazed/pcs =MORTAR 8"X8" Unglazed/pc =

15X20X40 cm CHB, Class B MixtureIX. ELECTRICAL WORKS

Cement = 1.018 bags Sand = 0.0844 m³ Commercial cundui =

PVC conduit =

I. EARTHWORKS(GROUND FLOOR)A. SITE CLEARING AND GRUBBING

Quantity = 1.000Unit = lotUnit Cost = 2000

TOTALTotal cos = 2000.000 php

B. LAYOUT AND BATTERBOARD

Quantity = 1.000Unit = lotUnit Cost = 3000

TOTALTotal cos = 3000.000 php

C. EXCAVATIONCOLUMN POST

C1F1POST FOOTING

Height = 0.600 m Height =Width = 0.400 m Width =Length = 0.400 m Length =Number of footing = 8 pcs Number of footing =TOTAL VOLUME = 0.768 cu.m. TOTAL VOLUME =

WALLW1F1

Height = 0.600 m

Width = 0.300 mLength = 51.400 mVOLUME = 9.252 cu.m.TOTAL VOLUME = 9.252 cu.m.

TIE BEAMTB

Height = 0.200 mWidth = 0.300 mLength = 51.400 mVOLUME = 3.084 cu.m.TOTAL VOLUME = 3.084 cu.m.

SEPTIC TANK(GROUND FLOOR)

Height = 1.800 mLength = 2.500 mWidth = 1.500 mNumber of septic = 1 pcsTOTAL VOLUME = 6.750 cu.m.

CATCH BASIN

Height = 0.500 mWidth = 0.500 mLength = 0.500 mNumber of catch b = 6 pcs

TOTAL VOLUME = 0.75 cu.m.

TOTALVOLUME = 32.124 cu.m.

D. BACKFILLCOLUMN

C1F1POST FOOTING

Excavation = 0.768 cu.m. Excavation =Concreting = 0.768 cu.m. Concreting =VOLUME = 0.000 cu.m. VOLUME =

WALLW1F1

Excavation = 9.252 cu.m.Concreting = 4.626 cu.m.VOLUME = 4.626 cu.m.TOTAL VOLUME = 4.626 cu.m.

WALL FOOTINGW1F1

Excavation = 3.084 cu.m.Concreting = 3.084 cu.m.VOLUME = 0.000 cu.m.TOTAL VOLUME = 0.000 cu.m.


Excavation = 6.750 cu.m.Concreting = 2.371 cu.m.VOLUME = 4.379 cu.m.

CATCH BASIN

Excavation = 0.750 cu.m.Concreting = 0.470 cu.m.VOLUME = 0.280 cu.m.


E. SOIL POISONING

Area = 152.000 sq.mArea per bottle = 152.000 sq.mUnit Cost = 2000 php

TOTALTotal cos = 2000 php

C. EARTH FILLSLAB

Compaction = 25.000 %Space Required = 30.000 cu.m.Backfill = 9.285 cu.m.VOLUME = 20.715 cu.m.


II. CONCRETE WORKS(GROUND FLOOR)A. COLUMN POST

C1F1Below the GL Above the GL

Height = 0.600 m Height =Width = 0.400 m Width =Length = 0.400 m Length =Number of footing = 8 pcs Number of footing =TOTAL VOLUME = 0.768 cu.m. TOTAL VOLUME =

Using 40kg Cement, Class A Mixture Using 40 kg Cement, Class A MixtureCement = 6.912 bags Cement = 42.624Sand = 0.384 cu.m. Sand = 2.368Gravel = 0.768 cu.m. Gravel = 4.736

B. COLUMN FOOTINGC1F1

Height = 1.000 mWidth = 1.200 mLength = 1.200 mNumber of footing = 8 pcsTOTAL VOLUME = 11.520 cu.m.

Using 40kg Cement, Class A Mixture

Cement = 103.680 bagsSand = 5.760 cu.m.Gravel = 11.520 cu.m.

C. WALL FOOTING SLABW1F1

Height = 0.200 mWidth = 0.300 mLength = 51.400 mVOLUME = 3.084 cu.m.TOTAL VOLUME = 3.084 cu.m.

Using 40kg Cement, Class A MixtureCement = 27.756 bagsSand = 1.542 cu.m.Gravel = 3.084 cu.m.

D. BEAM(GROUND FLOOR)B-1

Height = 0.450 m Length =Width = 0.200 m VOLUME =TOTAL VOLUME = 5.436 cu.m.


E. SLAB

Height = 0.100 mArea of ground fl = 152.000 mArea of carport = 0.000 mTOTAL VOLUME = 15.200 cu.m.


F. STAIRCASEOUTSIDE MAIN

Volume per step = 0.225 cu.m. Volume per step =Volume of landing =



G. SEPTIC TANK(GROUND FLOOR)FOOTING CONCRETE COVER

Height = 0.300 m Height =Width = 0.300 m Width =Length = 2.590 m Length =Number of Septic = 1.000 pcs Number of Septic =VOLUME = 0.233 cu.m. VOLUME =

Using 40kg Cement, Class C Mixture Using 40 kg Cement, Class B MixtureCement = 1.399 bags Cement = 2.813Sand = 0.117 cu.m. Sand = 0.188Gravel = 0.233 cu.m. Gravel = 0.375

H. CATCH BASINGROUND SLAB CONCRETE COVER

Height = 0.100 m Height =Width = 0.500 m Width =Length = 0.500 m Length =Number of Catch B = 6.000 pcs Number of Septic =VOLUME = 0.150 cu.m. VOLUME =

Using 40 kg Cement, Class C Mixture Using 40kg Cement, Class B MixtureCement = 0.900 bags Cement = 2.813Sand = 0.075 cu.m. Sand = 0.188Gravel = 0.150 cu.m. Gravel = 0.375

TOTALCEMENT = 381.370 bagsSAND = 21.314 cu.m.GRAVEL = 42.627 cu.m.

III. REBAR WORKS(GROUND FLOOR)A. COLUMN

MAIN REINFORCEMENT

Commercial length = 6.000 m Number of Steel =Height = 4.300 m Number of footing =LENGTH = 275.200 m

No. of RSB = 45.867

LATERAL TIES

Total height = 4.300 m Net Length =Diameter of ties = 10.000 mm Net Width =1st Spacing = 0.050 m, 3 pcs Factored =2nd Spacing = 0.100 m, 3 pcs Size of Lateral t =3nd Spacing = 0.150 m, 3 pcsSpacing = 0.200 m, restLength ties @rest = 3.400 mPcs of ties in 1 = 27.00 pcs

pcs of 16mm Ø RSB

No. of RSB = 53.280

TIE WIRES

No. of kg = 1.223 # 16 G.I. wire

B. COLUMN FOOTINGCUT BARS

Net length = 1.05 mNo. of cut bars = 12 pcsTotal cut bars = 96 pcsNo. of cut bars i = 6 pcs

No. of RSB = 16.800

TIE WIRES

No. of intersecti = 36 pcsNo. of tie wires = 288 pcsTotal length of t = 86 m

No. of kg = 1.630 # 16 G.I. wireC. WALL FOOTING(GROUND FLOOR)

CONTINUOUS BARSW1F1

Perimeter = 51.4 mNo. of bars = 3 mNo. of RSB = 25.700pcsNo. of RSB = 25.700

TRANSVERSE BARSW1F1

Perimeter = 51.4 mNet length = 0.15 mSpacing = 0.3 mNo. of bars = 172.33 pcsLength = 25.85 mNo. of RSB = 4.308 pcs

No. of RSB = 4.308

pcs of 10mm Ø RSB

pcs of 10mm Ø RSB

pcs of 12mm Ø RSB

pcs of 12mm Ø RSB

TIE WIRES

No. of intersecti = 517 pcsLength of tie wir = 0.30 m

No. of kg = 2.926 # 16 G.I. wire

D. EXTERIOR WALL

Area = 221.02 sq.mFOR VERTICAL REINFORCEMENT (SPACING @ 60cm) FOR HORIZONTAL REINFORCEMENT (SPACING @ 60cm)Length = 470.77 m Length =

No. of RSB = 157.661

TIE WIRES

No. of kg = 7.073 # 16 G.I. wire

E. INTERIOR WALL(GROUND FLOOR)


No. of RSB = 92.020

TIE WIRES

No. of kg = 4.128 # 16 G.I. wire

F. BEAMMAIN REINFORCEMENT(B-1 & TB)

Number of bars = 6.000 pcsPerimeter = 60.400 m

pcs of 10mm Ø RSB

pcs of 10mm Ø RSB

No. of RSB = 61

STIRRUPS

Height = 0.450 m Perimeter =Diameter of ties = 10.000 mm Net Height =1st Spacing = 0.050 m, 2 pcs Net Width =2nd Spacing = 0.100 m, 4 pcs Factored =3nd Spacing = 0.150 m, 5 pcs Size of ties =Spacing = 0.200 m, restLenght of ties @r = 59.150 mTotal pcs = 306.75 pcs

No. of RSB = 48.058

TIE WIRES

No. of kg = 10.418 # 16 G.I. wire

G. SLAB(GROUND FLOOR)MAIN REINFORCEMENT

Longitudinal bar = 37.50 pcsTransverse bar = 25.00 pcs

No. of RSB = 135.750

TIE WIRES

No. of kg = 17.689 # 16 G.I. wire

H. STAIRCASEMAIN REINFORCEMENT

pcs of 16mm Ø RSB

pcs of 10mm Ø RSB

pcs of 12mm Ø RSB

Length = 15 m

No. of RSB = 2.500

STIRRUPS

Length = 32 m

No. of RSB = 5.333

I. SEPTIC TANKFOR CHB

Total Area = 14.25 sq.mFOR VERTICAL REINFORCEMENT (SPACING @ 60cm) FOR HORIZONTAL REINFORCEMENT (SPACING @ 60cm)Length = 30.35 m Length =

No. of RSB = 10.165

TIE WIRES

No. of kg = 0.456 # 16 G.I. wire

FOR SLAB(GROUND FLOOR) Longitudinal bar = 4.17 pcs No. of septic tan =Transverse bar = 2.50 pcs

No. of RSB = 2.694

TIE WIRES

No. of kg = 0.197 # 16 G.I. wire

J. CATCH BASINFOR CHB

pcs of 12mm Ø RSB

pcs of 10mm Ø RSB

pcs of 10mm Ø RSB

pcs of 12mm Ø RSB

No. of RSB = 1.000

TIE WIRESFOR SLAB

Longitudinal bar = 2.00 pcs No. of catch basi =Transverse bar = 2.00 pcs

No. of RSB = 4.000

TIE WIRES

No. of kg = 0.113 # 16 G.I. wire

TOTAL10mm RSB = 428.000 pcs12mm RSB = 189.000 pcs16mm RSB = 118.000 pcs#16 G.I. wi = 45.000 kg

IV. FORM WORKS(GROUND FLOOR)A. COLUMN

PLYWOOD FORM

Lateral perimeter = 1.8 mArea = 46.8 sq.m

No. of Plywood = 16.25 pcs

WOOD FRAME

No. of woo = 482.14 bd.ft. No. of nai = 2.41use 2" x 2" Good lumber use 3" common nail

pcs of 10mm Ø RSB

pcs of 10mm Ø RSB

B. BEAMPLYWOOD FORM



WOOD FRAME

No. of woo = 630.68 bd.ft. No. of nai = 3.15use 2" x 2" Good lumber use 3" common nail

C. STAGING AND SCAFFOLDINGCOLUMN

Length = 26 m

WOOD FRAME

FOR VERTICAL SUPPORT FOR HORIZONTAL SUPPORTNo. of wo = 182.00 bd.ft. No. of wo = 823.42

use 2" x 3" Good lumber use 2" x 3" Good lumber

FOR DIAGONAL SUPPORTNo. of wo = 455.00 bd.ft. No. of na = 8.52

use 2" x 3" Good lumber use 3 1/2" common nail

BEAM(GROUND FLOOR)

Length = 60.4 m

WOOD FRAMEFOR HORIZONTAL SUPPORTFOR VERTICAL SUPPORT

No. of woo = 362.40 bd.ft. No. of woo = 283.88use 2" x 3" Good lumber use 2" x 2" Good lumber

No. of na = 2.11 kg No. of na = 1.42use 3 1/2" common nail use 3" common nail

TOTALORDINARY PLYWOOD = 42.000 pcs (1/2"x4'x8')2" X 2" = 1397.000 bd.ft.2" X 3" = 1823.000 bd.ft.1" COMMON NAILS = 1.000 kg 3" COMMON NAILS = 7.000 kg 3 1/2" COMMON NAILS = 11.000 kg

V. MASONRY WORKSA. WALLS

W1F1CONCRETE HOLLOW BLOCKS

Area = 197.89 sq.mArea of window = 0.40 sq.mArea of doors = 0.80 sq.mTOTAL AREA = 196.69 sq.m

No. of CHB = 2459 pcs (10x20x40cm)

MORTAR

`Cement = 200.230 bagsSand = 16.601 cu.m.

PLASTER(GROUND FLOOR)

Area = 393.38 sq.m Area = 0.00

12mm thick, Class B Mixture 12mm thick, Class B MixtureCement = 56.647 bags Cement = 0.000Sand = 4.721 Sand = 0.000m3

B. SEPTIC TANKCONCRETE HOLLOW BLOCKS

Area = 14.25 sq.m

No. of CHB = 178.125 pcs (10x20x40cm)

MORTAR PLASTER

10X20X40 cm CHB, Class B Mixture 12mm thick, Class C MixtureCement = 7.439 bags Cement = 3.078Sand = 0.620 cu.m. Sand = 0.342

C. CATCH BASINCONCRETE HOLLOW BLOCKS

Area = 1.50 sq.m

No. of CHB = 18.750 pcs (10x20x40cm)

PLASTERMORTAR

10X20X40 cm CHB, Class C Mixture 12mm thick, Class C MixtureCement = 0.591 bags Cement = 0.324Sand = 0.065 cu.m Sand = 0.036

TOTAL

4" CHB = 3165.000 pcsCEMENT = 269.000 bagsSAND = 23.000 cu.m.

VI. CARPENTRY WORKS(GROUND FLOOR)A. CEILING

CEILING BOARD CEILING JOIST

Area = 150.00 sq.m Area = 150.00

No. of plywood = 52 bd.ft. No. of wo = 806use 2" x 2" Good lumber

No. of nai = 4.03 kguse 3" common nail

B. DOOR JUMBS

Length = 10 m

No. of wo = 10.000 bd.ft. No. of na = 0.05use 2" x 2" Good lumber use 3" common nail

TOTALPLYWOOD MARINE (1/4"x4' = 53.000 pcs 2" X 2" GOOD LUMBER = 816.000 bd.ft.3" COMMON NAILS = 1.000 bd.ft.

VII. STEEL WORKSA. STAIRCASE RAILINGS

Length of main ra = 2 m Length of rail =

No. of RSB = 2.000 No. of RSB = of 2" Ø GI pipes of 3/4" Ø GI pipes

TOTAL2" Ø GI pip = 2.000 pcs3/4" Ø GI pi = 13.000 pcs

VIII. TILE WORKS(GROUND FLOOR)B. BATHROOM

Area of floor = 0 sq.mArea of wall = 0 sq.mTotal area = 0 sq.m

TILES

No. of tile = 0.00 pcs No. of tile =use 8" x 8" Unglazed tile use 8" x 8"Glazed tile

Cement mortar = 0.00 bags Tile adhesive =

White cement = 0.00 kg

TOTALTILES8"X8" GLAZED = 0.000 pcs8"X8" UNGLAZED = 0.000 pcsCEMENT MORTAR = 0.000 pcsWHITE CEMENT = 0.000 pcsTILE ADHESIVE = 0.000 pcs

IX. PLUMBING WORKS(GROUND FLOOR)Gate valve = 0 pcs Water meter =

A. TOILET AND BATH ACCESSORIESWater closet = 2.00 pcs Toilet paper hold =Lavatory = 1.00 pcs Floor drain (dura =

Soap holder = 4.00 pcsB. SEWERAGE PIPES AND FITTINGS

4" diameter PVC p = #DIV/0! pcs 4" Ø Coupling =3" diameter PVC p = #DIV/0! pcs 4" Ø Wee =2" diameter PVC p = #DIV/0! pcs4" Ø tee = 2.00 pcs 4" Ø Floor Drain =

= 9.00 pcs 2" Ø P-trap == 2.00 pcs 4" Ø Clean-out w/ =

C. SANITARY PIPES AND FITTINGS

1" diameter PVC p = #DIV/0! pcs =1/2" diameter PVC = #DIV/0! pcs =Faucet = 5.00 pcs

TOTALGATE VALVE = 0.000 pcsWATER METER = 0.000 pcsWATER CLOSET = 2.000 pcsLAVATORY = 1.000 pcsSOAP HOLDER = 4.000 pcsTOILET PAPER HOLDER = 4.000 pcsFLOOR DRAIN (DURAMETA = 4.000 pcsFAUCET = 5.000 pcs4" Ø PVC PIPE = #DIV/0! pcs3" Ø PVC PIPE = #DIV/0! pcs2" Ø PVC PIPE = #DIV/0! pcs1" Ø PVC PIPE = #DIV/0! pcs1/2" Ø PVC PIPE = #DIV/0! pcs4" Ø TEE = 2.000 pcs

= 9.000 pcs= 2.000 pcs= 10.000 pcs= 15.000 pcs

4" Ø COUPLING = 4.000 pcs4" Ø WEE = 4.000 pcs

= 4.000 pcs4" Ø FLOOR DRAIN TRAP = 4.000 pcs2" Ø P-TRAP = 9.000 pcs4" Ø CLEAN-OUT W/ PLU = 9.000 pcs

X. ELECTRICAL WORKS(GROUND FLOOR)Breaker 15 Ampere = 5.00 pcs Breaker 40 Ampere =Breaker 20 Ampere = 1.00 pcs Panel board w/ 10h =


3" Ø Elbow, 90o

4" Ø Elbow, 90o

1" Ø Elbow, 90°1/2" Ø Elbow, 90°

3" Ø ELBOW, 90°4" Ø ELBOW, 90°1" Ø ELBOW, 90°1/2" Ø ELBOW, 90°

2"-4" Ø REDUCER, 90°

Breaker 30 Ampere = 1.00 pcsA. LIGHTING

Compact Flourescent Lamp 20.00 pcs Plastic lamp receptacleFlourescent lamp = 22.00 pcs CFL =2.00mm THHN cundui = 0.80 box Flourescent l =PVC conduit = 40 m One-gang wall Swit =uPVC junction box = 42.00 pcs Three-gang wall Swit =uPVC utility box = 14.00 pcs

B. POWER3.50mm THHN cundu = 0.80 box ACU C.O. =8.00mm THHN cundu = 0.10 box uPVC utility box =Duplex C.O. = 16.00 pcs

TOTALBREAKER 15 AMPERE = 5.000 pcsBREAKER 20 AMPERE = 1.000 pcsBREAKER 30 AMPERE = 1.000 pcsBREAKER 40 AMPERE = 1.000 pcsPANEL BOARD W/ 10 HOLE = 1.000 pcsCOMPACT FLOURESCENT LAMP = 20.000 pcsFLOURESCENT LAMP = 22.000 pcs2.00mm THHN CONDUIT = 1.000 box3.50mm THHN CONDUIT = 1.000 box8.00mm THHN CONDUIT = 1.000 boxPVC CONDUIT = 40.000 muPVC JUNCTION BOX = 42.000 pcsuPVC UTILITY BOX = 30.000 pcs CFL = 20.000 pcsFLOURESCENT LAMP = 22.000 pcsONE-GANG SWITCH = 12.000 pcsTWO-GANG SWITCH = 2.000 pcsDUPLEX CONVENIENCE OUTLET = 16.000 pcsAIRCON CONVENIENCE OUTLET = 0.000 pcs

XI. MISCELLANEOUSA. DOORS

PANEL DOOR = 8 setsFLUSH DOOR = 4 sets

B. WINDOWS= 0 sets

STEEL CASEMENT WINDOW W/ 3/16" THK FIXED CLEAR GLASS 1.2 m x 1.2 m = 9 sets 0 .6 m x 0.6 m = 4 sets

STEEL CASEMENT FABRICATED GRILLS (2x1.5m)




WALL FOOTING

0.6 m0.2 m0.3 m

TIE BEAM (FTB)0 m0 m0 m

BEAM 1(B-1)0.45 m0.2 m60.4 m

SEPTIC TANK2.5 m1.5 m1.5 m0.3 m1 pcs

STAIRCASE2 m

12.6 mOUTSIDE

6 pcs

0.15 m0.25 m

MAIN18 pcs

0.15 m0.25 m

0.15 m

1 m2 m


SEWERAGE

42 m5 m

3.7 m8 pcs2 pcs9 pcs2 pcs4 pcs4 pcs4 pcs4 pcs9 pcs9 pcs

SANITARY

22 m15 m5 pcs10 pcs15 pcs

ELECTRICAL WORKS

5.00 pcs1.00 pcs1.00 pcs1.00 pcs1.00 pcs

LIGHTING120.00 m20.00 pcs22.00 pcs42.00 pcs

14.00 pcs12.00 pcs2.00 pcs


WINDOWS

0 sets

Steel casement w/ 3/16" thk fixed clear glass

0 sets0 sets9 sets4 sets

MISCELLANEOUSDOORS

10 m

0 sets4 sets


WALL FOOTING

0.075 m3 pcs

0.3 m

WALL

2.132.150.032

BEAM

6 pcs0.04 m

0.05 m0.1 m0.15 m0.2 m

SLAB

0.4 m12 mm

STAIRCASE

15 m32 m

SEPTIC TANK

0.1 m0.3 m

FOR CHB

2.132.150.032


FOR SLAB

0.6 m10 mm

CATCH BASINFOR CHB

2 pcs0.25 m

10X20X40 cm CHB, Class B Mixture

0.522 bags0.0435 m³

10X20X40 cm CHB, Class C Mixture

0.394 bags0.0435 m³

PLASTER12mm thick, Class B Mixture

0.144 bags0.012 m³

12mm thick, Class C Mixture

0.108 bags0.012 m³

VI. CARPENTRY WORKS

10 %

CEILING

5.373 bd.ft.

VII. STEEL WORKS

10 %6 m


VIII. TILE WORKS

10 %0.086 bg/sq.m0.50 kg/sq.m0.110 bg/sq.m

GROUND FLOOR

0.16 sq.m

BATHROOM

0.16 sq.m0.16 sq.m

IX. ELECTRICAL WORKS

150.00 m/box3.00 m

I. EARTHWORKS(GROUND FLOOR)A. SITE CLEARING AND GRUBBING

B. LAYOUT AND BATTERBOARD

C. EXCAVATIONCOLUMN POST

C1F1

1.000 m1.200 m1.200 m

8 pcs11.520 cu.m.

WALLW1F1

TIE BEAMTB


CATCH BASIN

D. BACKFILLCOLUMN

11.520 cu.m.11.520 cu.m.0.000 cu.m.

WALLW1F1

WALL FOOTINGW1F1


CATCH BASIN

E. SOIL POISONING

C. EARTH FILLSLAB

II. CONCRETE WORKS(GROUND FLOOR)A. COLUMN POST

C1F1Above the GL

3.700 m0.400 m0.400 m

8 pcs4.736 cu.m.

Using 40 kg Cement, Class A Mixture42.624 bags2.368 cu.m.4.736 cu.m.

B. COLUMN FOOTINGC1F1

C. WALL FOOTING SLABW1F1

D. BEAM(GROUND FLOOR)B-1

60.400 m5.436 cu.m.

E. SLAB

F. STAIRCASEMAIN

0.225 cu.m.0.300 cu.m.

G. SEPTIC TANK(GROUND FLOOR)CONCRETE COVER

0.100 m1.500 m2.500 m1.000 pcs0.375 cu.m.

Using 40 kg Cement, Class B Mixture2.813 bags0.188 cu.m.0.375 cu.m.

H. CATCH BASINCONCRETE COVER

0.100 m1.500 m2.500 m1.000 pcs0.375 cu.m.

Using 40kg Cement, Class B Mixture2.813 bags0.188 cu.m.0.375 cu.m.

III. REBAR WORKS(GROUND FLOOR)A. COLUMN

MAIN REINFORCEMENT

8.000 pcs8 pcs

LATERAL TIES

0.320 m0.320 m0.200 m1.480 m

TIE WIRES

B. COLUMN FOOTINGCUT BARS

TIE WIRES

C. WALL FOOTING(GROUND FLOOR)CONTINUOUS BARS

W1F1

TRANSVERSE BARSW1F1

TIE WIRES

D. EXTERIOR WALL

FOR HORIZONTAL REINFORCEMENT (SPACING @ 60cm)475.19 m

TIE WIRES

E. INTERIOR WALL(GROUND FLOOR)


TIE WIRES

F. BEAMMAIN REINFORCEMENT(B-1 & TB)

STIRRUPS

60.400 m0.370 m0.370 m0.200 m0.940 m

TIE WIRES

G. SLAB(GROUND FLOOR)MAIN REINFORCEMENT

H. STAIRCASEMAIN REINFORCEMENT

I. SEPTIC TANKFOR CHB


FOR SLAB(GROUND FLOOR)

1 pcs

TIE WIRES

J. CATCH BASINFOR CHB

TIE WIRESFOR SLAB

6 pcs

TIE WIRES

IV. FORM WORKS(GROUND FLOOR)A. COLUMN

PLYWOOD FORM

WOOD FRAME

kguse 3" common nail

B. BEAMPLYWOOD FORM

WOOD FRAME



WOOD FRAME

FOR HORIZONTAL SUPPORT823.42 bd.ft.

use 2" x 3" Good lumber

8.52 kguse 3 1/2" common nail

BEAM(GROUND FLOOR)

WOOD FRAMEFOR HORIZONTAL SUPPORT

283.88 bd.ft.use 2" x 2" Good lumber


pcs (1/2"x4'x8')

V. MASONRY WORKSA. WALLS

W1F1CONCRETE HOLLOW BLOCKS

PLASTER(GROUND FLOOR)

sq.m

12mm thick, Class B Mixture0.000 bags0.000 m3

B. SEPTIC TANKCONCRETE HOLLOW BLOCKS

PLASTER

12mm thick, Class C Mixture3.078 bags0.342 cu.m.

C. CATCH BASINCONCRETE HOLLOW BLOCKS

PLASTER

12mm thick, Class C Mixture0.324 bags0.036 cu.m

VI. CARPENTRY WORKS(GROUND FLOOR)A. CEILING

CEILING JOIST

150.00 sq.m

bd.ft.use 2" x 2" Good lumber

B. DOOR JUMBS


bd.ft.bd.ft.

VII. STEEL WORKSA. STAIRCASE RAILINGS

12.6 m

12.600of 3/4" Ø GI pipes

VIII. TILE WORKS(GROUND FLOOR)B. BATHROOM

TILES

0.00 pcsuse 8" x 8"Glazed tile

0.00 bags

IX. PLUMBING WORKS(GROUND FLOOR)0 pcs

A. TOILET AND BATH ACCESSORIES4.00 pcs4.00 pcs

B. SEWERAGE PIPES AND FITTINGS

4.00 pcs4.00 pcs4.00 pcs4.00 pcs9.00 pcs9.00 pcs


10.00 pcs15.00 pcs

X. ELECTRICAL WORKS(GROUND FLOOR)1.00 pcs1.00 pcs

A. LIGHTINGPlastic lamp receptacle

20.00 pcs22.00 pcs12.00 pcs2.00 pcs

B. POWER0.00 pcs16.00 pcs

XI. MISCELLANEOUSA. DOORS

B. WINDOWS



SECOND FLOORGENEARAL DATA

DATA BATHROOM

Area of second fl = 75 sq.m Area of floor =Area of carport = 0 sq.m Area of wall =Area of over-hang = 0 sq.mArea of T&B = 4 sq.m PLUMBING WORKSHeight = 3.2 m TOILET AND BATH ACCESSORIESLongitudinal Leng = 10.4 mTransverse Length = 9 m Water closet =

Lavatory =COLUMN Soap holder =

Toilet paper hold =Width = 0.35 m Floor drain (dura =Length = 0.35 m Shower =Number of Column = 8 pcs

WALL POWER

EXTERIOR 3.50mm THHN cundu = Perimeter = 35.6 m 8.00mm THHN cundu = Area of wind = 0.8 sq.m Duplex C.O. = Area of doors = 0.4 sq.m ACU C.O. =INTERIOR uPVC utility box = Perimeter = 6 m Area of win = 0 sq.m MISCELLANEOUS Area of doo = 0 sq.m DOORS

BEAM Panel door =Flush door =

RDB-1 Height = 0.35 m WINDOWS Width = 0.2 m Perimeter = 80 m Steel casement w/ 3/16"

thk fixed clear glassSLAB 2 m x 1 =

0.9 m x =

Thickness = 0.1 m 0 .6 m x =


SEWERAGE

Length Main line = 15 m Other lines = 3 m ELECTRICAL WORKSDownspout LIGHTING Length = 3.2 m No. of downs = 8 pcs 2.00mm THHN cundu =4" Ø Tee = 6 pcs Compact Flourescent La

= 5 pcs Flourescent lamp == 6 pcs Pinlight =

4" Ø Coupling = 6 pcs uPVC junction box =4" Ø Wee = 6 pcs uPVC utility box =

8 pcs One-gang wall Swi =4" Ø Floor Drain = 2 pcs Three-gang wall S =2" Ø P-trap = 6 pcs4" Ø Clean-out w/ = 4 pcs

SANITARY

Length Main line = 12 m Other line = 3 mFaucet = 3 pcs

= 7 pcs= 12 pcs

3" Ø Elbow, 90o

4" Ø Elbow, 90o


1" Ø Elbow, 90o

1/2" Ø Elbow, 90o

MULTIPLIER(2ND FLOOR)I. CONCRETE WORKS BEAM

Factor of Safety = 20 % No. of bars =Concrete cover =

Using 40kg Cement, Class A Mixture Spacing2pcs =

Cement = 9 bags 4pcs = Sand = 0.5 cu.m. 4pcs = Gravel = 1 cu.m. =

Using 40kg Cement, Class B Mixture SLAB

Cement = 7.5 bags Size of bar = Sand = 0.5 cu.m. Gravel = 1 cu.m. ONE-WAY SLAB

Using 40kg Cement, Class C Mixture 15cm spacing =tie wire =

Cement = 6 bags Sand = 0.5 cu.m. TWO-WAY SLAB Gravel = 1 cu.m.

10cm spacing =II. REBAR WORKS tie wire =

Factor of Safety = 10 % III. FORM WORKSCommercial size of R = 6 mTie Wires = 53 kg Factor of Safety =Size of tie wires = 0.30 m PlywoodDiameter of lateral = 10 mm Length =

Width =COLUMN POST Size of nails

2d =Number of main ba = 8 pcs 6d =Concrete Cover = 0.04 m 10d =Spacing 16d =

3pcs = 0.05 m3pcs = 0.1 m BEAM3pcs = 0.15 m

= 0.2 m 2"X2" wood frame =POST 2"X3" wood frame =

2"X2" wood frame = 29.672"X3" wood frame = 44.5

MULTIPLIER(2ND FLOOR)STAGING AND SCAFFOLDING

WALL COLUMN

Vertical (3 layer = 2.13 2"X3" Vertical suppo =Horizontal(spaced 60 = 2.15 2"X3" Horizontal suppo =Ties (spaced 60cm = 0.032 2"X3" Diagonal suppo =

BEAM DOOR JUMBS

2"X3" Vertical suppo = 6.00 bd.ft Length =2"X2" Horizontal suppo = 4.70 bd.ft

VI. STEEL WORKSSLAB

2"X2" support = 6.10 bd.ft Factor of Safety =Commercial size of p =

IV. MASONRY WORKSVII. TILE WORKS

Factor of Safety = 20 %No. of CHB per sq = 12.5 pcs Factor of Safety =W1F1 Cement mortar = Size of CHB White cement = Height = 0.2 m Tile adhesive = Width = 0.15 m Length = 0.4 m FLOOR Size of CHB Height = 0.2 m 16"X16" Unglazed/ = Width = 0.1 m Length = 0.4 m KITCHEN

MORTAR15X20X40 cm CHB, Class B Mixture 8"X8" Glazed/pcs =

Cement = 1.018 bags BATHROOM Sand = 0.0844 m³

8"X8" Glazed/pcs =10X20X40 cm CHB, Class B Mixture 8"X8" Unglazed/pc =

Cement = 0.522 bags VIII. PAINTING WORKS

Sand = 0.0435 m³ WALL

10X20X40 cm CHB, Class C Mixture Concrete Neutrali =Primer =

Cement = 0.394 bags Masonry Putty = Sand = 0.0435 m³ Finishing =

MULTIPLIER(2ND FLOOR)CEILING

PLASTER12mm thick, Class B Mixture Solignum =

Primer = Cement = 0.144 bags Glazing Putty = Sand = 0.012 m³ Finishing =

12mm thick, Class C Mixture IX. PLUMBING WORKS

Cement = 0.108 bags Standard length of p = Sand = 0.012 m³ Teflon Tape (1/2) =

V. CARPENTRY WORKS X. ELECTRICAL WORKS

Factor of Safety = 10 % Commercial cundui =PVC conduit =

CEILING

0.4x0.6m spacing (2" = 5.373 bd.ft.

I. CONCRETE WORKS(2ND FLOOR)A. COLUMN POST

Height = 3.200 m Length =Width = 0.350 m Number of footing =TOTAL VOLUME = 3.136 cu.m.


B. BEAMRDB-1



C. SLAB

Height = 0.100 mArea of ground fl = 75.000 mArea of carport = 0.000 mTOTAL VOLUME = 7.500 cu.m.

Using 40kg Cement, Class A MixtureCement = 67.500 bags

Sand = 3.750 cu.m.Gravel = 7.500 cu.m.


II. REBAR WORKS(2ND FLOOR)A. COLUMN

MAIN REINFORCEMENT

Commercial length = 6.000 m Number of Steel =Height = 3.200 m Number of footing =LENGTH = 204.800 m

No. of RSB = 34.133LATERAL TIES

Total height = 3.200 m Net Length =Diameter of ties = 10.000 mm Net Width =1st Spacing = 0.050 m, 3 pcs Factored =2nd Spacing = 0.100 m, 3 pcs Size of Lateral t =3nd Spacing = 0.150 m, 3 pcsSpacing = 0.200 m, restLength ties @rest = 2.300 mPcs of ties in 1 = 21.50 pcs

No. of RSB = 36.693 TIE WIRES

No. of kg = 0.974 # 16 G.I. wireB. EXTERIOR WALL


No. of RSB = 3.809

TIE WIRES

pcs of 16mm Ø RSB

pcs of 10mm Ø RSB

pcs of 10mm Ø RSB

No. of kg = 0.171 # 16 G.I. wire

C. INTERIOR WALLArea = 0.60 sq.m

FOR VERTICAL REINFORCEMENT (SPACING @ 60cm) FOR HORIZONTAL REINFORCEMENT (SPACING @ 60cm)Length = 1.28 m Length =No. of RSB = 0.428

TIE WIRES

No. of kg = 0.019 # 16 G.I. wireD. BEAM(2ND FLOOR)MAIN REINFORCEMENT


No. of RSB = 81

STIRRUPS


No. of RSB = 49.919

TIE WIRES

No. of kg = 13.746 # 16 G.I. wire

E. SLABONE-WAY SLAB

TERRACE T&B

Area = 0.00 sq.m Area =

pcs of 10mm Ø RSB

pcs of 12mm Ø RSB

pcs of 10mm Ø RSB

MAIN REINFORCEMENT MAIN REINFORCEMENT

No. of bar = 0.00 pcs No. of bar =pcs of 12mm Ø RSB pcs of 12mm Ø RSB

TIE WIRES TIE WIRES

No. of kg = 0.00 No. of kg =# 16 G.I. wire # 16 G.I. wire

TWO-WAY SLAB(2ND FLOOR)

BEDROOM OTHER ROOM

Area = 75.00 sq.m Area =

MAIN REINFORCEMENT MAIN REINFORCEMENT

No. of bar = 327.68 pcs No. of bar =pcs of 12mm Ø RSB pcs of 12mm Ø RSB

TIE WIRES TIE WIRESNo. of kg = 44.40 No. of kg =

# 16 G.I. wire # 16 G.I. wire

TOTAL10mm RSB = 100.000 pcs12mm RSB = 461.000 pcs16mm RSB = 38.000 pcs#16 G.I. wi = 61.000 kg

III. FORM WORKS(2ND FLOOR)A. COLUMN

PLYWOOD FORM



WOOD FRAME


B. BEAMPLYWOOD FORM

Lateral perimeter = 1 mArea = 80 sq.m


WOOD FRAME



Length = 22.8 m

WOOD FRAME


use 2" x 3" Good lumber use 2" x 3" Good lumber

FOR DIAGONAL SUPPORTNo. of wo = 399.00 bd.ft. No. of na = 7.47

use 2" x 3" Good lumber use 3 1/2" common nail

BEAM

Length = 80 mWOOD FRAME(2ND FLOOR)


use 2" x 3" Good lumber use 2" x 2" Good lumberNo. of na = 2.80 kg No. of na = 1.88

use 3 1/2" common nail use 3" common nail

SLAB

Area = 79 sq.m.

WOOD FRAME

FOR VERTICAL SUPPORT No. of na = 2.41No. of wo = 481.90 bd.ft. use 3" common nail


TOTALORDINARY PLYWOOD = 41.000 pcs (1/2"x4'x8')2" X 2" = 1930.000 bd.ft.2" X 3" = 1761.000 bd.ft.

1" COMMON NAILS = 1.000 kg 3" COMMON NAILS = 10.000 kg 3 1/2" COMMON NAILS = 11.000 kg

IV. MASONRY WORKS(2ND FLOOR)A. WALLS

EXTERIOR INTERIOR CONCRETE HOLLOW BLOCKS

Area = 101.46 sq.m Area =Area of window = 0.80 sq.m Area of window =Area of doors = 0.40 sq.m Area of doors =TOTAL AREA = 100.26 sq.m TOTAL AREA =No. of CH = 1253 pcs No. of CH = 214

(10x20x40cm) (10x20x40cm)

MORTAR

10X20X40 cm CHB, Class B Mixture 10X20X40 cm CHB, Class B MixtureCement = 52.336 bags Cement = 8.926Sand = 4.361 cu.m. Sand = 0.744

PLASTER

Area = 200.52 sq.m Area = 34.20

12mm thick, Class B Mixture 12mm thick, Class B MixtureCement = 28.875 bags Cement = 4.925Sand = 2.406 Sand = 0.410

TOTAL

m3

4" CHB = 1468.000 pcsCEMENT = 96.000 bagsSAND = 8.000 cu.m.

V. CARPENTRY WORKS(2ND FLOOR)A. CEILING

CEILING BOARD CEILING JOIST

Area = 75.00 sq.m Area = 75.00

No. of plywood = 26 bd.ft. No. of wo = 403use 2" x 2" Good lumber

No. of na = 2.01 kguse 3" common nail

B. DOOR JUMBS

Length = 95 mNo. of wo = 95.000 bd.ft. No. of na = 0.48

use 2" x 2" Good lumber use 3" common nailTOTALPLYWOOD MARINE (1/4"x4' = 27.000 pcs 2" X 2" GOOD LUMBER = 498.000 bd.ft.3" COMMON NAILS = 1.000 bd.ft.

VI. TILE WORKSA. FLOOR

C. BATHROOM

Area of floor = 4 sq.mArea of wall = 4.5 sq.mTotal area = 8.5 sq.m

No. of tile = 25.00 pcs No. of tile =use 8" x 8" Unglazed tile use 8" x 8"Glazed tile

Cement mortar = 0.73 bags Tile adhesive =

White cement = 4.25 kg

TOTALTILES8"X8" GLAZED = 31.000 pcs8"X8" UNGLAZED = 28.000 pcsCEMENT MORTAR = 1.000 pcsWHITE CEMENT = 5.000 pcsTILE ADHESIVE = 2.000 pcs

VII. PLUMBING WORKS(2ND FLOOR)A. TOILET AND BATH ACCESSORIES

Water closet = 0.00 pcs Toilet paper hold =Lavatory = 0.00 pcs Floor drain (duramet =Soap holder = 0.00 pcs Shower head =


4" diameter PVC p = 5.00 pcs 4" Ø Coupling =3" diameter PVC p = 8.53 pcs 4" Ø Wee =2" diameter PVC p = 1.00 pcs4" Ø tee = 6.00 pcs 4" Ø Floor Drain =

= 5.00 pcs 2" Ø P-trap == 6.00 pcs 4" Ø Clean-out w/ =


1" diameter PVC p = 4.00 pcs =1/2" diameter PVC pipes = 1.00 pcs =Faucet = 3.00 pcs

TOTALWATER CLOSET = 0.000 pcs

2"-4" Ø Reducer Elbow, 90o =

3" Ø Elbow, 90o

4" Ø Elbow, 90o

1" Ø Elbow, 90°1/2" Ø Elbow, 90°

LAVATORY = 0.000 pcsSOAP HOLDER = 0.000 pcsTOILET PAPER HOLDER = 0.000 pcsFLOOR DRAIN (DURAMETA = 0.000 pcsFAUCET = 3.000 pcs4" Ø PVC PIPE = 5.000 pcs3" Ø PVC PIPE = 9.000 pcs2" Ø PVC PIPE = 1.000 pcs1" Ø PVC PIPE = 4.000 pcs1/2" Ø PVC PIPE = 1.000 pcs4" Ø TEE = 6.000 pcs

= 5.000 pcs= 6.000 pcs= 7.000 pcs= 12.000 pcs

4" Ø COUPLING = 6.000 pcs4" Ø WEE = 6.000 pcs

= 8.000 pcs4" Ø FLOOR DRAIN TRAP = 2.000 pcs2" Ø P-TRAP = 6.000 pcs4" Ø CLEAN-OUT W/ PLU = 4.000 pcs

VIII. ELECTRICAL WORKS(2ND FLOOR)A. LIGHTING

Compact Flourescent La 11.00 pcs Plastic lamp receptacleFlourescent lamp = 0.00 pcs CFL =Pinlight = 9.00 pcs Flourescent =2.00mm THHN cundu = 0.80 box Pinlight =PVC conduit = 40 m One-gang wall Switch =uPVC junction box = 11.00 pcs Three-gang wall Swit =uPVC utility box = 10.00 pcs

B. POWER3.50mm THHN cundu = 0.77 box ACU C.O. =8.00mm THHN cundu = 0.17 box uPVC utility box =Duplex C.O. = 13.00 pcs

TOTALCOMPACT FLOURESCENT L = 11.000 pcsFLOURESCENT LAMP = 0.000 pcsPINLIGHT = 9.000 box2.00mm THHN CONDUIT = 1.000 box3.50mm THHN CONDUIT = 1.000 box8.00mm THHN CONDUIT = 1.000 boxPVC CONDUIT = 40.000 m

3" Ø ELBOW, 90°4" Ø ELBOW, 90°1" Ø ELBOW, 90°1/2" Ø ELBOW, 90°

2"-4" Ø REDUCER, 90°

uPVC JUNCTION BOX = 11.000 pcsuPVC UTILITY BOX = 23.000 pcsPLASTIC LAMP RECEPTACLE CFL = 11.000 pcs FLOURESCENT LAMP = 0.000 pcs PINLIGHT = 9.000 pcsONE-GANG SWITCH = 8.000 pcsTWO-GANG SWITCH = 2.000 pcsDUPLEX CONVENIENCE OU = 13.000 pcsAIRCON CONVENIENCE OU = 0.000 pcs

IX. MISCELLANEOUSA. DOORS

PANEL DOOR = 6 setsFLUSH DOOR = 2 sets

B. WINDOWS

.9m x 1.2 m = 9 sets 0 .6 m x 0.6 m = 3 sets




BATHROOM

4 sq.m4.5 sq.m

PLUMBING WORKSTOILET AND BATH ACCESSORIES

0 pcs0 pcs0 pcs0 pcs0 pcs0 pcs

POWER

115.00 m25.00 m13.00 pcs0.00 pcs13.00 pcs

MISCELLANEOUSDOORS

6 sets2 sets

WINDOWS

Steel casement w/ 3/16" thk fixed clear glass

0 sets9 sets

3 sets


ELECTRICAL WORKSLIGHTING

120.00 m11.00 pcs0.00 pcs9.00 pcs11.00 pcs10.00 pcs8.00 pcs2.00 pcs

MULTIPLIER(2ND FLOOR)BEAM

6 pcs0.04 m

0.05 m0.1 m0.15 m0.2 m

SLAB

12 mm

ONE-WAY SLAB

2.5840.228

TWO-WAY SLAB

4.3690.592

III. FORM WORKS

10 %

2.4 m1.2 m

1in2in3in

3 1/2in

BEAM

25.0637.6

MULTIPLIER(2ND FLOOR)STAGING AND SCAFFOLDING

COLUMN

7.00 bd.ft31.67 bd.ft17.50 bd.ft

DOOR JUMBS

95 m

VI. STEEL WORKS

10 %6 m

VII. TILE WORKS

10 %0.086 bg/sq.m0.50 kg/sq.m0.110 bg/sq.m

FLOOR

0.16 sq.m

KITCHEN

0.16 sq.m

BATHROOM

0.16 sq.m0.16 sq.m

VIII. PAINTING WORKS

WALL

30 sq.m.30 sq.m.30 sq.m.30 sq.m.

MULTIPLIER(2ND FLOOR)CEILING

30 sq.m.30 sq.m.30 sq.m.30 sq.m.

IX. PLUMBING WORKS

3 m20 pcs

X. ELECTRICAL WORKS

150.00 m/box3.00 m

I. CONCRETE WORKS(2ND FLOOR)A. COLUMN POST

0.350 m8 pcs

B. BEAMRDB-1

80.000 m5.600 cu.m.

C. SLAB

II. REBAR WORKS(2ND FLOOR)A. COLUMN

MAIN REINFORCEMENT

8.000 pcs8 pcs

LATERAL TIES

0.270 m0.270 m0.200 m1.280 m

TIE WIRES

B. EXTERIOR WALL


TIE WIRES

C. INTERIOR WALL


D. BEAM(2ND FLOOR)MAIN REINFORCEMENT

STIRRUPS

80.000 m0.270 m0.270 m0.200 m0.740 m

TIE WIRES

E. SLABONE-WAY SLAB

T&B

4.00 sq.m

MAIN REINFORCEMENT

10.34 pcspcs of 12mm Ø RSB

TIE WIRES

0.91# 16 G.I. wire

TWO-WAY SLAB(2ND FLOOR)

OTHER ROOM

0.00 sq.m

MAIN REINFORCEMENT

0.00 pcspcs of 12mm Ø RSB

TIE WIRES0.00

# 16 G.I. wire

III. FORM WORKS(2ND FLOOR)A. COLUMN

PLYWOOD FORM

WOOD FRAME

1.88 kguse 3" common nail

B. BEAMPLYWOOD FORM

WOOD FRAME



WOOD FRAME



7.47 kguse 3 1/2" common nail

BEAM

WOOD FRAME(2ND FLOOR)


use 2" x 2" Good lumber1.88 kg

use 3" common nail

SLAB

WOOD FRAME


pcs (1/2"x4'x8')

IV. MASONRY WORKS(2ND FLOOR)A. WALLS

INTERIOR CONCRETE HOLLOW BLOCKS

17.10 sq.m0.00 sq.m0.00 sq.m17.10 sq.m

214 pcs (10x20x40cm)

MORTAR

10X20X40 cm CHB, Class B Mixture8.926 bags0.744 cu.m.

PLASTER

34.20 sq.m

12mm thick, Class B Mixture4.925 bags0.410 m3

V. CARPENTRY WORKS(2ND FLOOR)A. CEILING

CEILING JOIST

75.00 sq.m

403 bd.ft.use 2" x 2" Good lumber


bd.ft.bd.ft.

VI. TILE WORKSA. FLOOR

C. BATHROOM

28.13 pcsuse 8" x 8"Glazed tile

0.94 bags

VII. PLUMBING WORKS(2ND FLOOR)A. TOILET AND BATH ACCESSORIES

0.00 pcs0.00 pcs0.00 pcs


6.00 pcs6.00 pcs8.00 pcs2.00 pcs6.00 pcs4.00 pcs


7.00 pcs12.00 pcs

VIII. ELECTRICAL WORKS(2ND FLOOR)A. LIGHTING

Plastic lamp receptacle11.00 pcs0.00 pcs9.00 pcs8.00 pcs2.00 pcs

B. POWER0.00 pcs13.00 pcs

IX. MISCELLANEOUSA. DOORS

B. WINDOWS



ROOFDECKGENEARAL DATA

DATA SLAB

Area of roof floo = 0 sq.m Thickness =Area of carport = 0 sq.mArea of over-hang = 0 sq.mArea of T&B = 0 sq.mLongitudinal Leng = 0 mTransverse Length = 0 m

COLUMN

Height = 0.2 m Width = 0.2 mTOTAL LENGTH = 18 m

MULTIPLIER(ROOF DECK)I. CONCRETE WORKS III. FORM WORKS

Factor of Safety = 20 % Factor of Safety =Plywood

Using 40kg Cement, Class A Mixture Length = Width =

Cement = 9 bags Size of nails Sand = 0.5 cu.m. 2d = Gravel = 1 cu.m. 6d =

10d =Using 40kg Cement, Class B Mixture 16d =

Cement = 7.5 bags BEAM Sand = 0.5 cu.m. Gravel = 1 cu.m. 2"X2" wood frame =

2"X3" wood frame =Using 40kg Cement, Class C Mixture

STAGING AND SCAFFOLDING Cement = 6 bags COLUMN Sand = 0.5 cu.m. Gravel = 1 cu.m. 2"X3" Vertical suppo =

2"X3" Horizontal suppo =II. REBAR WORKS 2"X3" Diagonal suppo =

Factor of Safety = 10 % BEAMCommercial size of R = 6 mTie Wires = 53 kg 2"X3" Vertical suppo =Size of tie wires = 0.30 m 2"X2" Horizontal suppo =Diameter of lateral = 10 mm

SLABCOLUMN 2"X2" support =

SLABNo. of bars = 4 pcsConcrete cover = 0.04 m Size of bar =Spacing

2pcs = 0.05 m ONE-WAY SLAB4pcs = 0.1 m5pcs = 0.15 m 15cm spacing =

= 0.2 m tie wire =

TWO-WAY SLAB

10cm spacing =tie wire =

I. CONCRETE WORKS(ROOF DECK)A. COLUMN



B. SLAB

Height = 0.100 mArea of ground fl = 0.000 m




II. REBAR WORKS(ROOF DECK)A. COLUMN

MAIN REINFORCEMENT


No. of RSB = 13

LATERAL TIES


No. of RSB = 7.022

TIE WIRES

No. of kg = 2.168 # 16 G.I. wire

B. SLABTWO-WAY SLAB

Area = 0.00 sq.mTOTAL

MAIN REINFORCEMENT 10mm RSB = 8.00012mm RSB = 0.000

No. of bar = 0.00 pcs #16 G.I. w = 0.000pcs of 12mm Ø RSB

pcs of 12mm Ø RSB

pcs of 10mm Ø RSB

TIE WIRESNo. of kg = 0.00

# 16 G.I. wire

III. FORM WORKS(ROOF DECK)A. COLUMN

PLYWOOD FORM



WOOD FRAME


B. STAGING AND SCAFFOLDINGCOLUMN

Length = 18 m

WOOD FRAME


use 2" x 3" Good lumber use 2" x 2" Good lumberNo. of na = 0.63 kg No. of na = 0.42

use 3 1/2" common nail use 3" common nail


TOTALORDINARY PLYWOOD = 5.000 pcs (1/2"x4'x8')2" X 2" = 195.000 bd.ft.2" X 3" = 108.000 bd.ft.1" COMMON NAILS = 1.000 kg 3" COMMON NAILS = 1.000 kg 3 1/2" COMMON NAILS = 1.000 kg



ROOFDECKGENEARAL DATA

SLAB

0.1 m

MULTIPLIER(ROOF DECK)III. FORM WORKS

10 %

2.4 m1.2 m

1in2in3in

3 1/2in

BEAM

25.0637.6

STAGING AND SCAFFOLDINGCOLUMN

7.00 bd.ft31.67 bd.ft17.50 bd.ft

BEAM

6.00 bd.ft4.70 bd.ft

SLAB6.10 bd.ft

SLAB

12 mm

ONE-WAY SLAB

2.5840.228

TWO-WAY SLAB

4.3690.592

I. CONCRETE WORKS(ROOF DECK)A. COLUMN

18.000 m0.720 cu.m.

B. SLAB

II. REBAR WORKS(ROOF DECK)A. COLUMN

MAIN REINFORCEMENT

LATERAL TIES

18.000 m0.120 m0.120 m0.200 m0.440 m

TIE WIRES

B. SLABTWO-WAY SLAB

TOTAL8.000 pcs0.000 pcs0.000 kg

III. FORM WORKS(ROOF DECK)A. COLUMN

PLYWOOD FORM

WOOD FRAME


B. STAGING AND SCAFFOLDINGCOLUMN

WOOD FRAME


use 2" x 2" Good lumber0.42 kg

use 3" common nail

pcs (1/2"x4'x8')

COMPUTATION OF LABOR

1 working day = 8 hours

Activity No. A Site Clearing and Grubbing

Manual ClearingManhour Capability = 20Total Area = 100No. of Persons = 4No. of Days = 1.25 day(s)

say = 2 day(s)

Activity No. BDelivery of materials for Field Office and Construction

No. of Persons = 5No. of Days = 2.00 day(s)

Activity No. C Mobilization


Activity No. D Delivery of materials


Activity No. E Layout and batterboard

Manhour Capability = 1.35Total Area = 75.00No. of Persons = 5No. of Days = 1.39 day(s)

say = 2 day(s)

Activity No. FFabrication of Rebars for Column, CF and WF (1st flr)

Manhour Capability = 10.00 kg/hrTotal No. of kg = 813.24 kgNo. of Persons = 5No. of Days = 2.03 day(s)

m2

m2

hr/m2

m2

say = 3 day(s)Activity No. G Excavating of column footing and wall footing

Manhour Capability = 1.35Total Volume = 24.62No. of Persons = 5No. of Days = 3.65 day(s)

say = 4 day(s)

Activity No. HFabrication of Forms, scaffolding for columns (1st flr)


say = 2 day(s)

Activity No. IInstallation of rebars for column, CF and WF (1st flr)


say = 3 day(s)

Activity No. JFabrication of Forms, scaffolding and staging for stairway


say = 1 day(s)

Activity No. KSoil poisoning and excavating of septic tank and catch basinSoil poisoningNo. of Persons = 5No. of Days = 3.00 day(s)ExcavationManhour Capability = 1.35Total Volume = 7.50No. of Persons = 5No. of Days = 1.11 day(s)

m3/m daym3

m2/hrm2

m2/hrm2

m3/m daym3

say = 2 day(s) say = 5 day(s)

Activity No. L Concreting of CF and WF


say = 1 day(s)

Activity No. M Concreting of footing of septic tank


say = 1 day(s)Activity No. N Fabrication of rebars for stairway


say = 1 day(s)

Activity No. O Dummy

No. of Days = 0.00 day(s)

Activity No. PInstallation of Forms, scaffolding for columns (1st flr)


say = 1 day(s)Activity No. Q Dummy

No. of Days = 0.00 day(s)Activity No. R Laying of CHB for wall (1st flr)

Manhour Capability = 50.00 pc/m day

m3/m daym3

m3/m daym3

m2/hrm2

Total Area = 2458.63 pcsNo. of Persons = 10No. of Days = 4.92 day(s)

say = 5 day(s)Activity No. S Concreting of column (1st flr)


say = 2 day(s)

Activity No. T Fabrication of rebars for slab (1st flr)


say = 2 day(s)

Activity No. U Laying of CHB for septic tank and catch basin

Manhour Capability = 50.00 pc/m dayTotal Area = 178.13 pcsNo. of Persons = 5No. of Days = 0.71 day(s)

say = 1 day(s)

Activity No. V Dummy


Activity No. WStripping of forms & scaffolding of columns (1st flr)


say = 1 day(s)

Activity No. X Backfilling of footing

m3/m daym3

m2/hrm2


say = 1 day(s)Activity No. Y Earthfilling for slab


say = 5 day(s)

Activity No. Z Installation of rebars for slab (1st flr)


say = 1 day(s)

Activity No. A' Installing of electrical conduits (1st flr)


say = 3 day(s)

Activity No. B' Spreading, tamping and grading


say = 1 day(s)

Activity No. C'Roughing in plumbing and water pipe connections (1st flr)

Manhour Capability Pipes = 1 hr/pc

m3/m daym3

m3/m daym3

hr/m2

m2

m3/hrm3

Clean-outs = 2 hr/pcNo. of Persons = 5No. of Days = #DIV/0! day(s)

say = #DIV/0! day(s)

Activity No. D'Fabrication of forms, scaffolding for beams (1st flr)


say = 1 day(s)

Activity No. E' Installation of rebars for beam (1st flr)


say = 2 day(s)

Activity No. F' Concreting of slab (1st flr)


say = 4 day(s)

Activity No. G'Installation of forms, scaffolding for beams (1st flr)


say = 1 day(s)

Activity No. H'Fabrication of forms, scaffolding & staging for slab(2nd flr)

Manhour Capability = 1.86Total Area = 79.00No. of Persons = 5

m2/hrm2

m3/m daym3

m2/hrm2

m2/hrm2

No. of Days = 1.06 day(s) say = 2 day(s)

Activity No. I' Installation of rebars for beam (1st flr)


say = 2 day(s)Activity No. J' Fabrication of rebar for slab (2nd flr)


say = 3 day(s)

Activity No. K' Dummy


Activity No. L'Installation of forms, scaffolding & staging for stairway


say = 1 day(s)

Activity No. M' Concreting of beam (1st flr)


say = 2 day(s)

Activity No. N'Installation of forms, scaffolding & staging for slab (2nd flr)

Manhour Capability = 1.86Total Area = 79.00

m2/hrm2

m3/m daym3

m2/hrm2


say = 2 day(s)

Activity No. O' Installing of electrical wirings (2nd flr)

Manhour Capability THHN conduit 0.267 hr/mNo. of Persons = 5No. of Days = 0.28 day(s)

say = 1 day(s)

Activity No. P' Installation of rebars for slab(2nd flr)


say = 3 day(s)

Activity No. Q'Roughing in plumbing and water pipe connections (2nd flr)

Manhour Capability Pipes = 1 hr/pc Clean-outs = 2 hr/pcNo. of Persons = 5No. of Days = #DIV/0! day(s)


Activity No. R' Stripping of forms & scaffolding of beams (1st flr)


say = 1 day(s)

Activity No. S' Installation of rebars for stairway


m2/hrm2

say = 1 day(s)

Activity No. T' Concreting of slab (2nd flr)


say = 2 day(s)

Activity No. U' Concreting of stairway


say = 1 day(s)

Activity No. V' Laying of CHB for Wall (2nd flr)


say = 3 day(s)

Activity No. W' Stripping of forms & scaffolding of stairway


say = 1 day(s)

Activity No. X' Plastering of CHB Walls (1st flr)

Manhour Capability = 1.67Total Area = 234.72No. of Persons = 10

m3/m daym3

m3/m daym3

m2/hrm2

hr/m2

m2

No. of Days = 1.76 day(s) say = 2 day(s)

Activity No. Y'Fabrication of forms, scaffolding for columns (2nd flr)


say = 1 day(s)

Activity No. Z'Stripping of Forms, scaffolding & staging for slab(2nd flr)


say = 2 day(s)

Activity No. A" Fabrication of rebars for column (2nd flr)


say = 2 day(s)

Activity No. B"Installation of forms, scaffolding for columns (2nd flr)


say = 1 day(s)

Activity No. C" Dummy


m2/hrm2

m2/hrm2

m2/hrm2

Activity No. D" Installation of rebars for column (2nd flr)


say = 2 day(s)

Activity No. E" Laying of CHB for kitchen sink (2nd flr)


say = 1 day(s)

Activity No. F"Fabrication of Forms, scaffolding and staging for beams and slab (roof)


say = 1 day(s)

Activity No. G"Fabrication of rebars for slab and Column(roof deck)


say = 1 day(s)

Activity No. H" Concreting of Column (2nd flr)


say = 1 day(s)

Activity No. I"Installation of forms, scaffolding and staging for beams and slab (roof)

m2/hrm2

m3/m daym3


say = 1 day(s)

Activity No. J" Roughing in plumbing and water pipe connections (roof)

Manhour Capability Pipes = 1 hr/pc Clean-outs = 2 hr/pcNo. of Persons = 5No. of Days = #DIV/0! day(s)


Activity No. K"Installation of rebars for slab and Column(roof deck)


say = 1 day(s)

Activity No. L" Installing of electrical works

Manhour Capability THHN conduit 0.267 hr/mNo. of Persons = 5No. of Days = 0.28 day(s)

say = 1 day(s)

Activity No. M"Stripping of forms & scaffolding of columns (2nd flr)


say = 1 day(s)

m2/hrm2

m2/hrm2

Activity No. N" Concreting of beam (roof deck)


say = 1 day(s)

Activity No. O" Concreting of slab(roof deck)


say = 0 day(s)

Activity No. P" Installation of down spout

Manhour Capability Pipes = 1 hr/pcNo. of Persons = 5No. of Days = #DIV/0! day(s)


Activity No. Q" Installation of fabricated door jamp

Manhour Capability = 3.00 40 bd.ft./dayTotal Area = 80.00 bd.ft.No. of Persons = 5No. of Days = 0.67 day(s)

say = 1 day(s)

Activity No. R" Dummy


Activity No. S'' Plastering of CHB Walls (2nd flr)

Manhour Capability = 1.67Total Area = 234.72

m3/m daym3

m3/m daym3

hr/m2

m2


say = 2 day(s)

Activity No. T" Dummy


Activity No. U" Installation of fabricated windows

Manhour Capability = 3.00 40 bd.ft./dayTotal Area = 80.00 bd.ft.No. of Persons = 5No. of Days = 0.67 day(s)

say = 1 day(s)

Activity No. V"Stripping of forms, scaffolding and staging for beams and slab


say = 1 day(s)

Activity No. W" Installation of ceiling frame and ceiling board


say = 6 day(s)

Activity No. X" Installation of railings

Manhour Capability = 0.5 hr/mNo. of Persons = 5No. of Days = 0.75 day(s)

say = 1 day(s)

m2/hrm2

hr/m2

m2

Activity No. Y" Installation of electrical fixtures

Manhour Capability Lighting Fixtur = 1.25 hr/set 43 Convenience Out = 1.25 hr/set 29 Panel Board = 1.15 hr/set 1 Utility Box = 0.19 hr/set 53 Switches = 1.25 hr/set 24No. of Persons = 15No. of Days = 2.97 day(s)

say = 3 day(s)

Activity No. A'" Dummy

Manhour Capability = 25.00 pcs/dayTotal Area = 132.00 pcsNo. of Persons = 10No. of Days = 0.07 day(s)

say = 1 day(s)Activity No. B'" Installation of tile works


Activity No. C'" Installation of Plumbing fixtures

Manhour Capability Lavatory = 2 hr/set 1 Water closet = 4 hr/set 2 Kitchen sink = 2 hr/set 4 Kitchen faucet = 13 hr/set 4 Gate valve = 8 hr/set 0 Faucet = 4 hr/set 8 Floor drain = 4 hr/set 4No. of Persons = 5No. of Days = 0.16 day(s)

say = 1 day(s)

Activity No. D'"Clearing of Site For Final Inspection & Transfers to the Owner

Manhour Capability = 0.30 hr/m2

Total Area = 152.00No. of Persons = 10No. of Days = 6.33 day(s)

say = 7 day(s)

m2

COMPUTATION OF LABOR

Site Clearing and Grubbing

Delivery of materials for Field Office and Construction

Mobilization

Delivery of materials

Layout and batterboard

Fabrication of Rebars for Column, CF and WF (1st flr)

Excavating of column footing and wall footing

Fabrication of Forms, scaffolding for columns (1st flr)

Installation of rebars for column, CF and WF (1st flr)

Fabrication of Forms, scaffolding and staging for stairway

Soil poisoning and excavating of septic tank and catch basin

Concreting of CF and WF

Concreting of footing of septic tank

Fabrication of rebars for stairway

Dummy

Installation of Forms, scaffolding for columns (1st flr)

Dummy

Laying of CHB for wall (1st flr)

Concreting of column (1st flr)

Fabrication of rebars for slab (1st flr)

Laying of CHB for septic tank and catch basin

Dummy

Stripping of forms & scaffolding of columns (1st flr)

Backfilling of footing

Earthfilling for slab

Installation of rebars for slab (1st flr)

Installing of electrical conduits (1st flr)

Spreading, tamping and grading

Roughing in plumbing and water pipe connections (1st flr)

Fabrication of forms, scaffolding for beams (1st flr)

Installation of rebars for beam (1st flr)

Concreting of slab (1st flr)

Installation of forms, scaffolding for beams (1st flr)

Fabrication of forms, scaffolding & staging for slab(2nd flr)

Installation of rebars for beam (1st flr)

Fabrication of rebar for slab (2nd flr)

Dummy

Installation of forms, scaffolding & staging for stairway

Concreting of beam (1st flr)

Installation of forms, scaffolding & staging for slab (2nd flr)

Installing of electrical wirings (2nd flr)

Installation of rebars for slab(2nd flr)

Roughing in plumbing and water pipe connections (2nd flr)

Stripping of forms & scaffolding of beams (1st flr)

Installation of rebars for stairway

Concreting of slab (2nd flr)

Concreting of stairway

Laying of CHB for Wall (2nd flr)

Stripping of forms & scaffolding of stairway

Plastering of CHB Walls (1st flr)

Fabrication of forms, scaffolding for columns (2nd flr)

Stripping of Forms, scaffolding & staging for slab(2nd flr)

Fabrication of rebars for column (2nd flr)

Installation of forms, scaffolding for columns (2nd flr)

Dummy

Installation of rebars for column (2nd flr)

Laying of CHB for kitchen sink (2nd flr)

Fabrication of Forms, scaffolding and staging for beams and slab (roof)

Fabrication of rebars for slab and Column(roof deck)

Concreting of Column (2nd flr)

Installation of forms, scaffolding and staging for beams and slab (roof)

Roughing in plumbing and water pipe connections (roof)

Installation of rebars for slab and Column(roof deck)

Installing of electrical works

Stripping of forms & scaffolding of columns (2nd flr)

Concreting of beam (roof deck)

Concreting of slab(roof deck)

Installation of down spout

Installation of fabricated door jamp

Dummy

Plastering of CHB Walls (2nd flr)

Dummy

Installation of fabricated windows

Stripping of forms, scaffolding and staging for beams and slab

Installation of ceiling frame and ceiling board

Installation of railings

Installation of electrical fixtures

setssetssetssetssets

Dummy

Installation of tile works

Installation of Plumbing fixtures

setssetssetssetssetssetssets

Clearing of Site For Final Inspection & Transfers to the Owner

SCHEDULING(BASED ON MANPOWER CAPACITY ESTIMATE)

Activity No. WORK DESCRIPTIONA 1 - 2 Site Clearing and GrubbingB 2 - 3 Delivery of materials for Field Office and ConstrucC 3 - 4 MobilizationD 3 - 5 Delivery of materialsE 4 -6 Layout and batterboardF 4 - 7 Fabrication of Rebars for Column, CF and WF (1st flG 5 - 6 Excavating of column footing and wall footingH 5 - 8 Fabrication of Forms, scaffolding for columns (1st I 6 - 7 Installation of rebars for column, CF and WF (1st J 6 - 8 Fabrication of Forms, scaffolding and staging for stairK 6 - 9 Soil poisoning and excavating of septic tank and catch L 7 - 9 Concreting of CF and WFM 7 -10 Concreting of footing of septic tankN 8 - 9 Fabrication of rebars for stairwayO 8 - 11 installation of barsP 9 - 10 Installation of Forms, scaffolding for columns (1sQ 9 - 11 DummyR 9 - 12 Laying of CHB for wall (1st flr)S 10 - 12 Concreting of column (1st flr)T 10 - 13 Fabrication of rebars for slab (1st flr)U 11 - 12 Laying of CHB for septic tank and catch basinV 11 - 14 DummyW 12 - 13 Stripping of forms & scaffolding of columns (1st flX 12 - 14 Backfilling of footing Y 12 - 15 Earthfilling for slabZ 13 - 15 Installation of rebars for slab (1st flr)A' 13 - 16 Installing of electrical conduits (1st flr)B' 14 - 15 Spreading, tamping and gradingC' 14 - 17 Roughing in plumbing and water pipe connections (1st flD' 15 - 16 Fabrication of forms, scaffolding for beams (1st flE' 15 - 17 Installation of rebars for beam (1st flr)F' 15 - 18 Concreting of slab (1st flr)G' 16 - 18 Installation of forms, scaffolding for beams (1st fH' 16 - 19 Fabrication of forms, scaffolding & staging for slab(2nI' 17 - 18 Installation of rebars for beam (1st flr)J' 17 - 20 Fabrication of rebar for slab (2nd flr)K' 18 - 19 DummyL' 18 - 20 Installation of forms, scaffolding & staging for st

M' 18 - 21 Concreting of beam (1st flr)N' 19 - 21 Installation of forms, scaffolding & staging for slab (O' 19 - 22 Installing of electrical wirings (2nd flr)P' 20 - 21 Installation of rebars for slab(2nd flr)Q' 20 - 23 Roughing in plumbing and water pipe connections (2nd flR' 21 - 22 Stripping of forms & scaffolding of beams (1st flr)S' 21 - 23 Installation of rebars for stairwayT' 21 - 24 Concreting of slab (2nd flr)U' 22 - 24 Concreting of stairwayV' 22 - 25 Laying of CHB for Wall (2nd flr)W' 23 - 24 Stripping of forms & scaffolding of stairwayX' 23 - 26 Plastering of CHB Walls (1st flr)Y' 24 - 25 Fabrication of forms, scaffolding for columns (2nd Z' 24 - 26 Stripping of Forms, scaffolding & staging for slab(2nd A" 24 - 27 Fabrication of rebars for column (2nd flr)B" 25 - 27 Installation of forms, scaffolding for columns (2nC" 25 - 28 DummyD" 26 - 27 Installation of rebars for column (2nd flr)E" 26 - 29 Laying of CHB for kitchen sink (2nd flr)F" 27 - 28 Fabrication of Forms, scaffolding and staging for beams and slab (rG" 27 - 29 Fabrication of Forms, scaffolding and staging for beams and slab (rH" 27 - 30 Concreting of Column (2nd flr)I" 28 - 30 Installation of forms, scaffolding and staging for beams and slab (J" 28 - 31 Roughing in plumbing and water pipe connections (roof)K" 29 - 30 Installation of rebars for slab and Column(roof decL" 29 - 32 Installation of rebars for slab and Column(roof decM" 30 - 31 Stripping of forms & scaffolding of columns (2nd flN" 30 - 32 Concreting of beam (roof deck)O" 30 - 33 Concreting of slab(roof deck)P" 31 - 33 Installation of down spoutQ" 31 - 34 Installation of fabricated door jampR" 32 - 33 DummyS" 32 - 35 Plastering of CHB Walls (2nd flr)T" 33 - 34 DummyU" 33 - 35 Installation of fabricated windowsV" 33 - 36 Stripping of forms, scaffolding and staging for beams aW" 34 - 36 Installation of ceiling frame and ceiling boardX" 34 - 37 Installation of railingsY" 35 - 36 Installation of electrical fixturesZ" 35 - 38 DummyA'" 36 - 39 Installation of tile worksB'" 37 - 39 DummyC'" 38 - 39 Installation of Plumbing fixtures

D'" 39 - 40 Clearing of Site For Final Inspection & Transfers to thconcrete curing column, slab & beam

SCHEDULING(BASED ON MANPOWER CAPACITY ESTIMATE)

(NO.) MEN

2 42 52 55 22 53 54 52 53 51 55 51 51 21 51 51 50 05 102 52 51 50 01 51 55 51 53 51 5

### 51 52 54 51 52 52 53 80 01 5

(E.T.) DAYS

2 52 51 53 10

### 51 51 52 51 23 101 52 101 52 52 51 50 02 51 21 51 101 51 5

### 51 101 51 51 40 5

### 51 50 02 100 01 51 56 51 53 150 01 100 01 5

7 1056

NETWORK DIAGRAM

LEGENDPATHCRITICAL PATHOTHER ROUTE OF CRITICAL PATHDUMMY

4 3 7 1 10 2 13 3 16 2 19 1 22 3 25 0 28 ### 31 1 34 1

2 2 3 1 1 2 1 1 1 1 0 2 1 1 1 1 1 1 1 ### 0 6

1 2 2 2 3 6 5 9 5 12 5 15 4 18 2 21 2 24 2 27 1 30 0 33 1 36

5 4 1 1 0 1 1 1 2 2 1 3 1 1 2 2 1 1 1 0 1 3

5 2 8 1 11 0 14 ### 17 3 20 ### 23 2 26 1 29 1 32 2 35 0

CRITICAL PATH 1 - 2 - 3 - 5 - 6 - 9 - 12 - 15 - 17 - 18 - 20 - 21 - 22 - 25

- 27 - 29 - 30 - 32 - 35 - 36 - 39 - 40

DURATION : 2 + 2 + 5 + 4 + 5 + 5 + 5 + 2 + 2 + 1 + 3 + 2 + 3 + 1 + 1 + 1 + 1 + 2

DURATION : 58 days + 56 days of concrete curing

PROJECT DURATION : 114 calendar days

NETWORK DIAGRAM

OTHER ROUTE OF CRITICAL PATH

37

01 39 7 40

1

38

+ 3 + 1 + 7

NETWORK DIAGRAM NETWORK DIAGRAM

CRITICAL PATH 1 - 2 - 3 - 5 - 6 - 9 - 12 - 15 - 17 - 18 - 20 -

25 - 27 - 29 - 30 - 32 - 35 - 36 - 39 - 40

DURATION : 2 + 2 + 5 + 4 + 5 + 5 + 5 + 2 + 2 + 1 + ### + 1 + 3 ++ 1 + 2 + 3 + 1 + 7

DURATION : #DIV/0! days + 56 days of concrete curing

PROJECT DURATION : #DIV/0! calendar days

13 3 16 2

2A'

T Z

1D' 1

4 3 7 1 10 11 G'

F M W2 C 2 E 3 I 1 1 2 S 4 4

P F'1 2 2 2 3 5 5 4 6 5 9 5 12 5 15 2 17 2

A B D G K R Y E' I'H 1 J 1 0 Q 1 X 1B' 1 C'

2 U ###8 1 11 V 14

O 0


21 - 22 -LEGEND

PATHCRITICAL PATH

1 + 1 + 1 + 1 OTHER ROUTE OF CRITICAL PATHDUMMY

days of concrete curing

2 19 28 ### 1 34H' J" 31 Q"1

1

### 01 1 P" 33

0 K' N' 0 F" 1 I" M"2 O' C" 0

4 2 1 0M' H" O" R" U"

18 1 20 3 21 1 22 3 25 1 27 1 29 1 30 1 32 2L' P' R' V' B" G" K" N" S"

### T' 1 T' 1 1 2 L" 13 S' 1 24 D"J' Q' 2 2 2

23 23 2 26X'


PATHCRITICAL PATHOTHER ROUTE OF CRITICAL PATHDUMMY

X"1

V" 6 371 W"1 0 B'"

35 3 36 1 39 7 40Y" A'" D'"Z" 10 C'"

38

DATA SHEET

NODES START FINISH FLOATES LS EF LF TOTAL FREE

A 1 - 2 2 0 2 2 2 0 0B 2 - 3 2 2 2 4 0 0 0C 3 - 4 2 4 9 6 11 5 0D 3 - 5 5 4 4 9 9 0 0E 4 -6 2 6 11 8 13 5 5F 4 - 7 3 6 14 9 17 8 7G 5 - 6 4 9 9 13 13 0 0H 5 - 8 2 9 15 11 17 6 3I 6 - 7 3 13 14 16 17 1 0J 6 - 8 1 13 16 14 17 3 0K 6 - 9 5 13 13 18 18 0 0L 7 - 9 1 16 17 17 18 1 1M 7 -10 1 16 20 17 21 4 2N 8 - 9 1 14 17 15 18 3 3O 8 - 11 1 14 21 15 22 7 3P 9 - 10 1 18 20 19 21 2 0Q 9 - 11 0 18 22 18 22 4 0R 9 - 12 5 18 18 23 23 0 0S 10 - 12 2 19 21 21 23 2 2T 10 - 13 2 19 25 21 27 6 3U 11 - 12 1 18 22 19 23 4 4V 11 - 14 0 18 27 18 27 9 6W 12 - 13 1 23 26 24 27 3 0X 12 - 14 1 23 26 24 27 3 0Y 12 - 15 5 23 23 28 28 0 0Z 13 - 15 1 24 27 25 28 3 3A' 13 - 16 3 24 28 27 31 4 2B' 14 - 15 1 24 27 25 28 3 3C' 14 - 17 #DIV/0! 24 ### ### 30 ### ###D' 15 - 16 1 28 30 29 31 2 0E' 15 - 17 2 28 28 30 30 0 0F' 15 - 18 4 28 28 32 32 0 0G' 16 - 18 1 29 31 30 32 2 2H' 16 - 19 2 29 32 31 34 3 1I' 17 - 18 2 30 30 32 32 0 0J' 17 - 20 3 30 30 33 33 0 0K' 18 - 19 0 32 34 32 34 2 0L' 18 - 20 1 32 32 33 33 0 0

ACTIVITY

ESTIMATED TIME(days)

M' 18 - 21 2 32 34 34 36 2 2N' 19 - 21 2 32 34 34 36 2 2O' 19 - 22 1 32 36 33 37 4 4P' 20 - 21 3 33 33 36 36 0 0Q' 20 - 23 #DIV/0! 33 ### ### 37 ### ###R' 21 - 22 1 36 36 37 37 0 0S' 21 - 23 1 36 36 37 37 0 0T' 21 - 24 2 36 35 38 37 -1 0U' 22 - 24 1 37 36 38 37 -1 0V' 22 - 25 3 37 37 40 40 0 0W' 23 - 24 1 37 36 38 37 -1 0X' 23 - 26 2 37 37 39 39 0 0Y' 24 - 25 1 38 39 39 40 1 1Z' 24 - 26 2 38 37 40 39 -1 -1A" 24 - 27 2 38 39 40 41 1 1B" 25 - 27 1 40 40 41 41 0 0C" 25 - 28 0 40 42 40 42 2 2D" 26 - 27 2 39 39 41 41 0 0E" 26 - 29 1 39 41 40 42 2 2F" 27 - 28 1 41 41 42 42 0 0G" 27 - 29 1 41 41 42 42 0 0H" 27 - 30 1 41 42 42 43 1 1I" 28 - 30 1 42 42 43 43 0 0J" 28 - 31 #DIV/0! 42 ### ### ### ### ###K" 29 - 30 1 42 42 43 43 0 0L" 29 - 32 1 42 43 43 44 1 1M" 30 - 31 1 43 ### 44 ### ### 0N" 30 - 32 1 43 43 44 44 0 0O" 30 - 33 0 43 45 43 45 2 0P" 31 - 33 #DIV/0! 44 ### ### 45 ### ###Q" 31 - 34 1 44 42 45 43 -2 -2R" 32 - 33 0 44 45 44 45 1 -1S" 32 - 35 2 44 44 46 46 0 0T" 33 - 34 0 43 43 43 43 0 0U" 33 - 35 1 43 45 44 46 2 2V" 33 - 36 1 43 48 44 49 5 2W" 34 - 36 6 43 43 49 49 0 3X" 34 - 37 1 43 49 44 50 6 0Y" 35 - 36 3 46 46 49 49 0 0Z" 35 - 38 0 46 49 46 49 3 0A'" 36 - 39 1 49 49 50 50 0 0B'" 37 - 39 0 44 50 44 50 6 6C'" 38 - 39 1 46 49 47 50 3 3

D'" 39 - 40 7 50 50 57 57 0 0

DATA SHEET

******

***

***

***

******

***

******

***

***

***

***

CRITICAL ACTIVITY

***

******

***

***

***

***

******

***

***

***

***

***

***

***

GANTT CHART

ACTIVITY 5 10 15 20 25 30 35### 40

A Site Clearing and Grubbing

B Delivery of materials for Field Office and ConstructionC MobilizationD Delivery of materialsE Layout and batterboardF Fabrication of Rebars for Column, CF and WF (1st flr)G Excavating of column footing and wall footingH Fabrication of Forms, scaffolding for columns (1st flr)I Installation of rebars for column, CF and WF (1st flr)J Fabrication of Forms, scaffolding and staging for stairwayK Soil poisoning and excavating of septic tank and catch basinL Concreting of CF and WFM Concreting of footing of septic tankN Fabrication of rebars for stairwayO installation of barsP Installation of Forms, scaffolding for columns (1st flr)Q DummyR Laying of CHB for wall (1st flr)S Concreting of column (1st flr)T Fabrication of rebars for slab (1st flr)U Laying of CHB for septic tank and catch basinV DummyW Stripping of forms & scaffolding of columns (1st flr)X Backfilling of footing Y Earthfilling for slabZ Installation of rebars for slab (1st flr)A' Installing of electrical conduits (1st flr)B' Spreading, tamping and gradingC' Roughing in plumbing and water pipe connections (1st flr)D' Fabrication of forms, scaffolding for beams (1st flr)E' Installation of rebars for beam (1st flr)F' Concreting of slab (1st flr)G' Installation of forms, scaffolding for beams (1st flr)H' Fabrication of forms, scaffolding & staging for slab(2nd flr)I' Installation of rebars for beam (1st flr)J' Fabrication of rebar for slab (2nd flr)K' DummyL' Installation of forms, scaffolding & staging for stairway

M' Concreting of beam (1st flr)

N' Installation of forms, scaffolding & staging for slab (2nd flr)O' Installing of electrical wirings (2nd flr)P' Installation of rebars for slab(2nd flr)Q' Roughing in plumbing and water pipe connections (2nd flr)R' Stripping of forms & scaffolding of beams (1st flr)S' Installation of rebars for stairwayT' Concreting of slab (2nd flr)U' Concreting of stairwayV' Laying of CHB for Wall (2nd flr)W' Stripping of forms & scaffolding of stairwayX' Plastering of CHB Walls (1st flr)Y' Fabrication of forms, scaffolding for columns (2nd flr)Z' Stripping of Forms, scaffolding & staging for slab(2nd flr)A" Fabrication of rebars for column (2nd flr)B" Installation of forms, scaffolding for columns (2nd flr)C" DummyD" Installation of rebars for column (2nd flr)E" Laying of CHB for kitchen sink (2nd flr)F" Fabrication of Forms, scaffolding and staging for beams and slab (roof)G" Fabrication of Forms, scaffolding and staging for beams and slab (roof)H" Concreting of Column (2nd flr)I" Installation of forms, scaffolding and staging for beams and slab (roof)J" Roughing in plumbing and water pipe connections (roof)K" Installation of rebars for slab and Column(roof deck)L" Installation of rebars for slab and Column(roof deck)M" Stripping of forms & scaffolding of columns (2nd flr)N" Concreting of beam (roof deck)O" Concreting of slab(roof deck)P" Installation of down spoutQ" Installation of fabricated door jampR" DummyS" Plastering of CHB Walls (2nd flr)T" DummyU" Installation of fabricated windowsV" Stripping of forms, scaffolding and staging for beams and slabW" Installation of ceiling frame and ceiling boardX" Installation of railingsY" Installation of electrical fixturesZ" DummyA'"Installation of tile worksB'"DummyC'"Installation of Plumbing fixturesD'"Clearing of Site For Final Inspection & Transfers to the Owner

ACTIVITY 5 10 15 20 25 30 35### 40

project duration 106 calendar days

GANTT CHART

40 45 50

40 45 50 110

TIME SCALED ACTIVITY DIAGRAM BAR TYPEBASED ON EARLY START

5 10 15

F-4

4 7

C-2 E-2 I-4

1 2 5 6

A-2 B-2 D-5 G-2 K-5

J-1

H-28

N-1 O-1

TIME SCALED ACTIVITY DIAGRAM BAR TYPEBASED ON LATE START

5 10 15

F-4

4 7

C-2 E-2 I-4

1 2 5 6

A-2 B-2 D-5 G-2 K-5

J-1

8

H-2 N-1

TIME SCALED ACTIVITY DIAGRAM BAR TYPEBASED ON EARLY START BASED ON EARLY START

20 25 30 35

A'-2 H'-1 O'-1

13 16 19

W-1 Z-1 D'-2 G'-1 K'-0 N'-1

M-1

L-1 P-1 T-1 F'-2 M'-2

107

S-2

9 12 15 17 18 20 21

K-5 R-3 Y-5 E'-2 I'2 L'-1 P'-2

Q-0M'-2

11 U-1Q'-1

V-014

X-1 B'-1 C'-1

TIME SCALED ACTIVITY DIAGRAM BAR TYPEBASED ON LATE START BASED ON LATE START

20 25 30 35

A'-4 H'-1

13 16 19

W-1 Z-1 D'-2 G'-1 K'-0 N'-1

M-1

L-1 P-1 T-1 F'-2 M'-2

107

S-2

9 12 15 17 18 20 21

K-5 R-3 Y-5 E'-2 I'2 L'-1 P'-2

Q-0J'-2

11 U-1

O-1X-1 B'-1 C'-1

BASED ON EARLY START BASED ON EARLY START

35 40 45 50

28 31C''-1 34

I''-1 J''-1 P''-1 X''-1 B'''-0F''-1 M''-1 Q''-1 37

W''-3

H''-1 T''-0

U'-0

O''-2 33U''-1 V''-1

R''-0N''-1

21 22 25 27 29 30 32 35 36 39

R'-1 V'-4 B''-1 G''-1 K''-1 T''-6 S''-3 Y''-3 A'''-1

U'-1 24 L''-1T'-1 Y'-1 Z''-0

A''-2 C'''-1S'-1 23 Z'-1 38

W'-1 E''-226

X'-3 D''-1

BASED ON LATE START BASED ON LATE START

35 40 45 50

O'-1

28 31C''-1 34

I''-1 J''-1 P''-1 X''-1 B'''-0F''-1 M''-1 Q''-1 37

W''-3

H''-1 T''-0

U'-0

O''-233U''-1 V''-1

R''-0N''-1

21 22 25 27 29 30 32 35 36 39

R'-1 V'-4 B''-1 G''-1 K''-1 T''-6 S''-3 Y''-3 A'''-1

U'-1 24 L''-1T'-1 Y'-1 Z''-0

A''-2 C'''-1S'-1 23 Z'-1 38

W'-1 E''-2Q'-1 26

BASED ON EARLY START

50

40

D"-3

BASED ON LATE START

50

40

D"-3

BILL OF MATERIALS


Description of Materials Quantity Unit Unit CostI. EARTHWORKS Site Clearing and Grubbing 1.00 lot 2000.00 Layout and Batterboard 1.00 lot 3000.00 Soil Poisoning 152.00 sq.m. 2000.00 Earthfill Earth Fill (MIX) 24.86 cu.m. 220.00

Subtotal

II. CONCRETE WORKS Portland Cement 535.37 40kg/bag 203.00 Sand (S-1) 31.31 cu.m. 250.00 Gravel or Crushed Stones ( 60.63 cu.m. 300.00

Subtotal

III. REBAR WORKS Steel Reinforcing Bars, Deformed 10 mm Ø 536.00 6m/pc 115.00 12 mm Ø 579.00 6m/pc 165.00 16 mm Ø 156.00 6m/pc 192.00 Tie Wire 106.00 53m/kg 60.00

Subtotal

IV. FORM WORKS Plywood 1/2" x 4' x 8' (Ordina 88.00 pc 487.00 Lumber 2" x 2" (Good) 880.50 bd.ft 30.00 2" x 3" (Good) 947.40 bd.ft 30.00 Common Nails 1" 3.00 kg 50.00 3" 18.00 kg 48.00 3 1/2" 23.00 kg 50.00

Subtotal

Description of Materials Quantity Unit Unit CostV. MASONRY WORKS Concrete Hollow Blocks

4" (10 cm x 20 cm x 40 4633.00 pc 7.00 Portland Cement 365.00 40kg/bag 203.00 Sand (S-1) 31.00 cu.m. 250.00

Subtotal

VI. CARPENTRY Plywood 1/4" x 4' x 8' (Marine 80.00 pc 295.00 Lumber 2" x 2" (Good) 1314.00 bd.ft 30.00 Common Nails 3" 499.00 kg 48.00

Subtotal

VII. STEEL WORKS G.I. Pipes 3/4" Ø 13.00 m 1000.00 2" Ø 2.00 m 1000.00

Subtotal

VIII. TILE WORKS Tiles 8" x 8" glazed 62.00 pc 8.50

8" x 8" unglazed 70.00 pc 10.50 Cement mortar 1.00 bag 203.00 White mortar 5.00 kg 150.00 Tile adhesive 2.00 bag 240.00

Subtotal

Description of Materials Quantity Unit Unit CostIX. PLUMBING WORKS Gate valve 0.00 pcs 150.00 Water meter 0.00 pcs 900.00 Water closet 2.00 pcs 950.00 Lavatory 1.00 pcs 150.00 Soap holder 4.00 pcs 150.00 Toilet paper holder 4.00 pcs 250.00 Floor drain (durametal) 4.00 pcs 150.00 Faucet 8.00 pcs 180.00 4" Ø PVC Pipe #DIV/0! pcs 150.00 3" Ø PVC Pipe #DIV/0! pcs 150.00 2" Ø PVC Pipe #DIV/0! pcs 150.00 1" Ø PVC Pipe #DIV/0! pcs 415.00 1/2" Ø PVC Pipe #DIV/0! pcs 230.00 4" Ø Tee 8.00 pcs 40.00

14.00 pcs 25.008.00 pcs 45.0017.00 pcs 22.0027.00 pcs 10.00

4" Ø Coupling 10.00 pcs 25.00 4" Ø Wee 10.00 pcs 30.00

12.00 pcs 25.00 4" Ø Floor drain trap 6.00 pcs 40.00 4" Ø Clean-out w/ plug 13.00 pcs 45.00

Subtotal

3" Ø Elbow, 90° 4" Ø Elbow, 90° 1" Ø Elbow, 90° 1/2" Ø Elbow, 90°

2"-4" Ø Reducer, 90°

Description of Materials Quantity Unit Unit CostX. ELECTRICAL WORKS Breaker 15 Ampere 5.00 pcs 150.00 Breaker 20 Ampere 1.00 pcs 200.00 Breaker 30 Ampere 1.00 pcs 350.00 Breaker 40 Ampere 1.00 pcs 400.00 Panel board w/ 10 slot 1.00 pcs 750.00 Compact Flourescent Lamp 31.00 pcs 50.00 Flourescent Lamp 22.00 pcs 180.00 Pinlight 9.0000 box 50.0000 2.00mm THHN Conduit 2.00 box 2750.00 3.50mm THHN Conduit 2.00 box 2970.00 8.00mm THHN Conduit 2.00 m 29.00 PVC Conduit 80.00 m 65.00 uPVC junction box 84.00 pcs 20.00 uPVC utility box 60.00 pcs 18.00 Plastic lamp resceptacle Compact Flourescent La 40.00 pcs 20.00 Flourescent Lamp 44.00 pcs 25.00 One-gang switch 24.00 pcs 25.00 Two-gang switch 4.00 pcs 80.00 Duplex convenience outlet 32.00 pcs 80.00

SubtotalXI. MISCELLANEOUSDoors

Panel Door (0.8m X 2.1 14.00 set 1400.00 PVC Door (0.6m X 2.1m) 6.00 set 2000.00Windows Steel Casement Window 25.00 492.00 Subtotal

TOTALEstimated Material CostEstimated Cost of Labor (30%)

Griam B. Soro

m2

DESIGNED BYESTIMATED TOTAL DIRECT COST

EZEKIEL KWIN G. LAMBERTE ENGR. RITCHIE C. MALASANAPPROVED BY CHECKED BY

BILL OF MATERIALS


Amount 1ST 2ND RDI. EARTHWORKS

2000.003000.002000.00 1ST ONLY

5468.6512469.00

II. CONCRETE WORKS108680.03 381.3696 147.0000 7.00007828.39 21.3136 9.0000 1.000018188.13 42.6271 17.0000 1.0000134697.00 95535.0000 37191.0000 1971.0000

III. REBAR WORKS

61640.00 428.0000 100.0000 8.000095535.00 118.0000 461.0000 0.000029952.00 118.0000 38.0000 0.00006360.00 45.0000 61.0000 0.0000

193487.00 94046.0000 98521.0000 920.0000

IV. FORM WORKS

42856.00 42.0000 41.0000 5.0000

26415.00 349.2500 482.5000 48.750028422.00 419.1000 528.3000 0.0000

150.00 1.0000 1.0000 1.0000864.00 7.0000 10.0000 1.00001150.00 11.0000 11.0000 1.0000

99857.00 44441.0000 51371.0000 4045.0000

AmountV. MASONRY WORKS

32431.00 3165.0000 1468.0000 0.000074095.00 269.0000 96.0000 0.00007750.00 23.0000 8.0000 0.0000

114276.00 82512.0000 31764.0000 0.0000

VI. CARPENTRY

23600.00 53.0000 27.0000

39420.00 816.0000 498.0000

23952.00 1.0000 498.000086972.00 40163.0000 46809.0000

VII. STEEL WORKS

13000.00 1ST ONLY2000.0015000.00

VIII. TILE WORKS

527.00 30.0000 32.0000

735.00 40.0000 30.0000203.00 0.0000 1.0000750.00 0.0000 5.0000480.00 0.0000 2.00002695.00 675.0000 2020.0000

AmountIX. PLUMBING WORKS

0.000.00

1900.00150.00600.001000.00600.001440.00#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!320.00350.00360.00374.00270.00250.00300.00300.00240.00585.00#DIV/0! #DIV/0! #DIV/0!

AmountX. ELECTRICAL WORKS

750.00200.00350.00400.00750.001550.003960.00450.005500.005940.0058.00

5200.001680.001080.00

800.001100.00600.00320.002560.00

33248.00 16624.0000 16624.0000XI. MISCELLANEOUS

19600.00 8.0000 6.000012000.00 4.0000 2.0000

12300.00 15.0000 10.000043900.00 26580.0000 17320.0000

#DIV/0!#DIV/0!

ZUBRA.z#DIV/0! #DIV/0!

ENGR. RITCHIE C. MALASANCHECKED BY

535.369631.313660.6271

134697.0000

536.0000579.0000156.0000106.0000

193487.0000

88.0000

880.5000947.4000

3.000018.000023.0000

99857.0000

4633.0000365.000031.0000

114276.0000

80.0000

1314.0000

499.000086972.0000

62.0000

70.00001.00005.00002.0000

2695.0000

#DIV/0!

33248.0000

14.00006.00000.000025.0000

43900.0000

#DIV/0!

MANPOWER LEVELING

F-5 men4 days

C-5 4 E-5 men1 2 days

1 A-4 men 2 B-5 men 3 D-2 men 5 G-5 men 2 days 2 days 5 days 2 days

H-5 men2 days

50454035302520 1215 7 7 1010 4 55

2 2 1 2 2 20 2 4 5 7 9

` ` ` `

MANPOWER LEVELING

A'-5 men2 days

I-5 men 7 L-5 M-2 T-5 4 days 1 1 1

P-5 10 S-5 men W-5 13 Z-51 2 days 1 1

G-5 men 6 K-5 men 9 R-10 men 12 Y-5 men2 days 5 days 3 days 5 days

J-51 Q 0

H-5 men 8 N-5 O-5 11 U-5 X-5 14 B'-52 days 1 1 1 1 1

C'-51

22 25 25

15 15 15 1510 10 10

1 3 1 1 1 1 1 1 111 12 15 16 17 18 19 20 21 22

2 days

`

O' 51

19 N'-51

D'-5 16 G'-5 K' 01 1

M'-5F'-5 men 2 days2 days

Y-5 men 15 E'-5 men 17 I'-5 men 18 L'-5 20 P'-10 men 21 R'-5 225 days 2 days 2 days 1 2 days 1

J'-8 men T'-5 U'-22 days 1 1

Q'-5 S'-5 23 X'-101 1 3

W'-51

27

20 2015 13 15

10 105

2 1 1 2 1 1 1 1 122 24 25 26 28 29 30 31 32

``

C''-5 F''-5 28 J''-51 1 1

P''-5I''-5 1 X''-5

1 1M''-5 31 Q''-5 34 W''-5

1 1 3 days

T'' 0H''-5 O''-5 U''-5

1 332 days 1

R''0

V'-10 men 25 B''-5 27 G''-10 29 K''-10 30 N''-4 32 S''-104 days 1 1 1 1 3 days

U'-2 24 Y'-5 L''-51 1 1

X'-10 Z'-5 26 D''-5 E''-23 1 1 1

W'-5A''-5

1 2 days

2725 22 25 25 25

20 2014 15

1 2 1 1 1 1 1 1 1 133 35 36 37 38 39 40 41 42

` ``

X''-5 37 B'''-51 1

W''-53 days

V''-51

35 Y''-15 36 A'''-10 39 D'''-10 men 403 days 1 3 days

Z'' 38 C'''-5 TOTAL man days0 1

LOWEST POSSIBLE CONSTANT MANPOWER LEVEL PER DAY25

20 20 TOTAL man days1510 PROJ.duration

1 2 1 1 343 45 46 47 50

TOTAL man days = 724 man days

LOWEST POSSIBLE CONSTANT MANPOWER LEVEL PER DAY

TOTAL man days 724= = 15 men

PROJ.duration 50

S-CURVE(COST VS TIME)

WORKS MATERIAL COST LABOR COSTmataterial+labor costTOTAL COST % weightTOTAL #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

III. FORM WORKS(ROOF DECK) 4045 1213 5258 #DIV/0! #DIV/0!II. REBAR WORKS(ROOF DECK) 920 276 1196 #DIV/0! #DIV/0!I. CONCRETE WORKS(ROOF DECK) 1971 591 2562 #DIV/0! #DIV/0!IX. MISCELLANEOUS 17320 5196 22516 #DIV/0! #DIV/0!VIII. ELECTRICAL WORKS(2ND FLOOR) 16624 4987 21611 #DIV/0! #DIV/0!VII. PLUMBING WORKS(2ND FLOOR) #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!VI. TILE WORKS 2020 606 2626 #DIV/0! #DIV/0!V. CARPENTRY WORKS(2ND FLOOR) 46809 14042 60851 #DIV/0! #DIV/0!IV. MASONRY WORKS(2ND FLOOR) 31764 9529 41293 #DIV/0! #DIV/0!III. FORM WORKS(2ND FLOOR) 51371 15411 66782 #DIV/0! #DIV/0!II. REBAR WORKS(2ND FLOOR) 98521 29556 128077 #DIV/0! #DIV/0!I. CONCRETE WORKS(2ND FLOOR) 37191 11157 48348 #DIV/0! #DIV/0!XI. MISCELLANEOUS 26580 7974 34554 #DIV/0! #DIV/0!X. ELECTRICAL WORKS(GROUND FLOOR) 16624 4987 21611 #DIV/0! #DIV/0!IX. PLUMBING WORKS(GROUND FLOOR) #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!VIII. TILE WORKS(GROUND FLOOR) 675 202 877 500289 #DIV/0!VII. STEEL WORKS 15000 4500 19500 499412 #DIV/0!VI. CARPENTRY WORKS(GROUND FLOOR) 40163 12048 52211 479912 #DIV/0!V. MASONRY WORKS 82512 24753 107265 427701 #DIV/0!IV. FORM WORKS(GROUND FLOOR) 44441 13332 57773 320436 #DIV/0!III. REBAR WORKS(GROUND FLOOR) 94046 28213 122259 262663 #DIV/0!II. CONCRETE WORKS(GROUND FLOOR) 95535 28660 124195 140404 #DIV/0!I. EARTHWORKS(GROUND FLOOR) 12469 3740 16209 16209 #DIV/0!

% WEIGHT% COMPLETION OF PROJECT

S-CURVE(COST VS TIME)

%projected weight COST VS TIME#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

5 10 15 20

#DIV/0! #DIV/0! #DIV/0! #DIV/0!0.95 #DIV/0! #DIV/0! #DIV/0!

COST VS TIME

20 25 30 35 40 45

#DIV/0! #DIV/0! #DIV/0! #DIV/0! ####DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

COST VS TIME COST VS. TIME

45 50 55 60 65

#DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

COST VS. TIME

65 70 75 80

#DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0!

COST VS. TIME

80 85 90 95 100

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

COST VS. TIME

100 105

#DIV/0! #DIV/0!#DIV/0! #DIV/0!

COST VS. TIME

105 106

#DIV/0! ####DIV/0! ###

NOTE:jeremiah 29:11

if found problem just email me or message me at [email protected]

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