BOMCERepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga CityProject:PROPOSED CONSTRUCTION OF COMFORT ROOM AT TAMION12.7SQ.M.Location:Upper Tamion, Vitali, Zamboanga CityScope of Work:6.58m.NON-ENGINEERING BASIC ITEMSSUPERVISIONENGINEERING BASIC ITEMSI. MOBILIZATION8.08m.II. HAULING OF MATERIALS53.17sq.m.III. LAYOUTING & EXCAVATION WORKSIV. FORMS & SCAFFOLDING WORKS65.87V. CONCRETING WORKSVI. REBAR WORKSVII. MASONRY WORKSVIII. TRUSSES WORKSX. ROOFING WORKSXI. PLUMBING WORKSXII. PAINTING WORKSXIII. DOORS, WINDOWS & WINDOW JAMBS & OTHERSXIV. CONSTRUCTION OF SEPTIC TANKXV. ELECTRICAL WORKSXVI. DEMOBILIZATION WORKSCost of Project:Php 368,387.00BILL OF MATERIALS & COST ESTIMATESItem DescriptionQty.UnitUnit CostAmountTotal CostNON-ENGINEERING BASIC ITEMSSUPERVISION1-Engineering Assistant24days524.0012,576.0012,576.00TOTAL DIRECT COST12,576.00OVERHEAD EXPENSES629.00PHYSICAL CONTINGENCIES503.00MISCELLANEOUS EXPENSES126.001,258.00TOTAL COST OF SUPERVISION13,834.00ENGINEERING BASIC ITEMSI. MOBILIZATION1lot5,000.005,000.005,000.00TOTAL DIRECT COST5,000.00OVERHEAD EXPENSES250.00PHYSICAL CONTINGENCIES200.00MISCELLANEOUS EXPENSES50.00500.00TOTAL COST OF ITEM I5,500.00II. HAULING OF MATERIALSA. Labor:2-Laborers3days317.001,902.001,902.00B. Equipment Rental/Fuel:1-Unit Boom Truck3days5,000.0015,000.00Diesel Fuel150liters49.007,350.0022,350.00TOTAL DIRECT COST24,252.00OVERHEAD EXPENSES1,213.00PHYSICAL CONTINGENCIES970.00MISCELLANEOUS EXPENSES243.002,426.00TOTAL COST OF ITEM II26,678.00III. LAYOUTING & EXCAVATION WORKSA. Materials:15pcs. - 2" x 4" x 8' Coco Lumber80bd.ft.20.001,600.00#100 Nylon Chord (1kg./roll)1roll110.00110.004" C.W. Nail1kg.72.0072.001,782.00B. Labor:4-Laborers2days317.002536.002-Carpenters1day366.00732.003268.00TOTAL DIRECT COST5,050.00OVERHEAD EXPENSES253.00PHYSICAL CONTINGENCIES202.00MISCELLANEOUS EXPENSES51.00506.00okTOTAL COST OF ITEM III5,556.00IV. FORMS & SCAFFOLDING WORKSA. Materials:30pcs. - 2" x 3" x 10' Coco Lumber150bd.ft.20.003,000.0016pcs. - 2" x 4" x 10' Coco Lumber107bd.ft.20.002,140.0032pcs. - 2" x 2" x 8' Coco Lumber85bd.ft.20.001,700.0012mm thk. X 1.20m x 2.40m Ordinary Plywood4shts.750.003,000.002" C.W. Nail2kgs.70.00140.003" C.W. Nail1kg.67.0067.004" C.W. Nail5kgs.72.00360.0010,407.00B. Labor:1-Carpenter3days366.001,098.002-Laborers3days317.001,902.003,000.00TOTAL DIRECT COST13,407.00OVERHEAD EXPENSES670.00PHYSICAL CONTINGENCIES536.00MISCELLANEOUS EXPENSES134.001,340.00TOTAL COST OF ITEM IV14,747.00V. CONCRETING WORKSA. Materials:2.75Portland Cement49bags230.0011,270.004.60Washed Sand3cu.m.1,000.003,000.00Gravel (G-3/4)5cu.m.1,000.005,000.0019,270.00B. Labor:1-Mason3days366.001,098.00footing & wall footing:1day1-Carpenter3days366.001,098.00column:1day1-Steelman3days366.001,098.00beam:1day1-Plumber3days366.001,098.001-Painter3days366.001,098.004-Laborers3days317.003,804.009,294.00flooring:1dayTOTAL DIRECT COST28,564.00water lavatory:1dayOVERHEAD EXPENSES1,428.00PHYSICAL CONTINGENCIES1,143.00MISCELLANEOUS EXPENSES286.002,857.00okTOTAL COST OF ITEM V31,421.00VI. REBAR WORKSA. Materials:12mm x 6.00m DRSB49pcs.240.0011,760.004949.005.33261.17kg.10mm x 6.00m DRSB60pcs.165.009,900.005760.003.7222.00kg.#16 G.I. Tie-wire14kgs.65.00910.0022,570.0013.5483.17kg.B. Labor:0daysdue1-Steelman3days366.001,098.002-Laborers3days317.001,902.003,000.00TOTAL DIRECT COST25,570.00OVERHEAD EXPENSES1,279.00PHYSICAL CONTINGENCIES1,023.00MISCELLANEOUS EXPENSES256.002,558.00TOTAL COST OF ITEM VI28,128.00okVII. MASONRY WORKSA. Materials:1. Wall100mm x 200mm x 400mm CHB (NLB)491pcs.14.006,874.0010mm x 6.00m DRSB33pcs.165.005,445.0031#16 G.I. Tie-wire2kgs.65.00130.00Portland Cement20bags230.004,600.00Washed Sand2cu.m.1,000.002,000.0019,049.00B. Labor:0.08sq.m.1-Mason2days366.00732.001.5sq.m./hr.2-Laborers2days317.001,268.002,000.00At:39.28sq.m.21,049.00due:22. Wall FootingA. Materials:150mm x 200mm x 400mm CHB (NLB)19pcs.18.00342.0010mm x 6.00m DRSB5pcs.165.00825.00Portland Cement2bags230.00460.00Washed Sand6bags30.00180.001,807.00B. Labor:1-Mason1day366.00366.000.08sq.m.1-Laborer1day317.00317.00683.001.5sq.m./hr.2,490.00At:1.52sq.m.due:0.173. Plastering WorksA. Materials:Portland Cement23bags230.005,290.00A:5.52sq.m.Sand (for Plastering)4cu.m.1,300.005,200.0010,490.00due:2daysB. Labor:1-Mason2days366.00732.002-Laborers2days317.001,268.002,000.0012,490.004. Tile WorksA. Materials:200mm x 200mm Unglazed Ceramic Floor Tiles123pcs.17.002,091.000.23sq.m./hr.4.92sq.m.200mm x 200mm Glazed Ceramic Wall Tiles391pcs.17.006,647.00due:2days100mm x 100mm Glazed Ceramic Tiles236pcs.12.002,832.00Portland Cement5bags230.001,150.000.19sq.m./hr.15.64sq.m.Sand (for Plastering)1kg.1,300.001,300.00due:7daysTile Grout/Cement joint Filler (2kg./pack)8packs68.00544.00100mm Grinding Disc2pcs.101.00202.006mm x 2.40 PVC Tile Trim8pcs.46.00368.0015,134.00B. Labor:1-Mason7days366.002,562.002-Laborers7days317.004,438.007,000.00C. Equipment Rental:1-Unit Angle Grinder7days300.002,100.002,100.0024,234.00TOTAL DIRECT COST60,263.00OVERHEAD EXPENSES3,013.00PHYSICAL CONTINGENCIES2,411.00MISCELLANEOUS EXPENSES603.006,027.00TOTAL COST OF ITEM VII66,290.00VIII. TRUSSES WORKSA. Materials:6pcs.-2" x 4" x 10' Mahogany or Equivalent Hard Wood40bd.ft.32.001,280.0012pcs.-2" x 4" x 8' Mahogany or Equivalent Hard Wood64bd.ft.32.002,048.0016mm x 125mm Anchor Bolts w/ Nut and Washers12pcs.60.00720.0016mm x 125mm Ordinary Bolts w/ Nut and Washers12pcs.40.00480.006mm thk x 75mm x 75mm x 6.00m Angle Bar1pc.1,800.001,800.004" C.W. Nail2kgs.72.00144.006,472.00B. Labor:1-Carpenter3days366.001,098.005.75bd.ft./hr.2-Laborers3days317.001,902.003,000.00due:3TOTAL DIRECT COST9,472.00OVERHEAD EXPENSES474.00PHYSICAL CONTINGENCIES379.00MISCELLANEOUS EXPENSES95.00948.00TOTAL COST OF ITEM VIII10,420.00IX. CEILING WORKSA. Materials:4.5mm thk x 1.20m x 2.40m Flexboard7shts.380.002,660.0012mm thk x 300mm x 1.20m Fascia Fiber Cement Board14pcs.280.003,920.0025mm x 2.40m Quarter C Moulding Wood16pcs.180.002,880.0044pcs. - 2" x 2" x 8' Mahogany or Equivalent Hardwood117bd.ft.32.003,744.004" C.W. Nail2kgs.72.00144.003" C.W. Nail2kgs.67.00134.001" Fiber Cement Board Nail3kgs.98.00294.0013,776.00B. Labor:1-Carpenter3days366.001,098.001-Laborer3days317.00951.002,049.00TOTAL DIRECT COST15,825.00OVERHEAD EXPENSES791.00PHYSICAL CONTINGENCIES633.00MISCELLANEOUS EXPENSES158.001,582.00TOTAL COST OF ITEM IX17,407.00X. ROOFING WORKSA. Materials:Gauge 26 x 2.10m Length Corrugated Galvalume13shts.580.007,540.00122.77777777781.22sq.m./hr. - 2 tinsmithRoofing Sheet Painted Finish (Color Blue)Gauge 26 x 2.40m Preformed Galvalume Ridge Roll Painted Finish2pcs.540.001,080.00257.838Area:16.69sq.m.(Color Blue)Gauge 26 x 2.40m Preformed Galvalume End Flashing Painted4pcs.540.002,160.00Finish (Color Blue)2" C.W. Umbrella Roofing Nails2kgs.65.00130.00due:2days22 pcs. - 2" x 3" x 8' Mahogany or Equivalent Hardwood88bd.ft.32.002,816.004" C.W. Nail1kg.72.0072.0013,798.007.5bd.ft./hr. - purlins installationdue:2daysB. Labor:1-Carpenter2days366.00732.001-Labor2days317.00634.001,366.00TOTAL DIRECT COST15,164.00OVERHEAD EXPENSES758.00PHYSICAL CONTINGENCIES607.00MISCELLANEOUS EXPENSES152.001,517.00TOTAL COST OF ITEM X16,681.00XI. PLUMBING WORKSA. Materials:100mm PVC Sanitary P- Trap, S-1,0002pcs.258.00516.00100mm PVC Sanitary Clean Out Adaptor & Plug, S-1,0002pcs.81.00162.00100mm x 100mm PVC Sanitary Wye, S-1,0003pcs.166.00498.00100mm x 100mm PVC Sanitary Tee, S-1,0002pcs.186.00372.00100mm x 50mm PVC Sanitary Tee, S-1,0002pcs.186.00372.0050mm x 45o PVC Sanitary Elbow, S-1,0002pcs.50.00100.00100mm x 90o PVC Sanitary Elbow, S-1,0006pcs.104.00624.0050mm PVC Sanitary P-Trap, S-1,0002pcs.107.00214.0050mm x 50mm Sanitary Tee, S-1,0003pcs.110.00330.0050mm x 90o PVC Sanitary Elbow, S-1,0003pcs.110.00330.0050mm x 3.00m PVC Sanitary Pipe, S-1,0004pcs.416.001,664.00100mm x 3.00m PVC Sanitary Pipe, S-1,0003pcs.755.002,265.0012mm x 6.00m G.I. Pipe, Sch. 403pcs.414.001,242.0012mm x 12mm G.I. Tee, Sch. 408pcs.16.00128.0012mm G.I. Coupling, Sch. 405pcs.10.0050.0012mm x 90o G.I. Elbow, Sch. 4014pcs.15.00210.0012mm Brass Faucet Hose Bibb5pcs.391.001,955.0025mm x 10.00m Teflon Tape5pcs.22.00110.00Flush Type Water Closet w/ Complete Fittings & Accs.2units3,990.007,980.00250.8Wall Mounted Type Lavatory w/ Complete Fittings & Accs.2units2,415.004,830.009.56000118.1102362205Ceramic Tissue Holder2pcs.270.00540.001122.0472440945Ceramic Soap Holder2pcs.160.00320.00100mm x 100mm Stainless Steel C-Cover Floor Drain2pcs.189.00378.006mm Thk. X 0.6M x 0.6M Beveled Frameless Mirror2units200.00400.00#5 Plastic Floor Drain side Centered Hinge Type2pcs.58.00116.00Round Perforated cover w/ Sediment BucketPVC Pipe Cement Solvent, 400cc4cans187.00748.0026,454.00B. Labor:1-Plumber4days366.001,464.002-Laborers4days317.002,536.004,000.00TOTAL DIRECT COST30,454.00OVERHEAD EXPENSES1,523.00PHYSICAL CONTINGENCIES1,218.00MISCELLANEOUS EXPENSES305.003,046.00TOTAL COST OF ITEM XI33,500.00XII. PAINTING WORKSA. Materials:Concrete Neutralizer2gals.485.00970.00Exterior wallSolvent Based Acrylic Paint Primer7gals.759.005,313.0058.08sq.m.Solvent Based Acrylic Cast2gals.499.00998.00Solvent Based Acrylic Reducer2gals.424.00848.00Solvent Based Acrylic Top Coat (White Gloss)7gals.905.006,335.00Body Filler w/ Hardener1qrt.867.00867.00Raw Sienna Tinting Color for Solvent Based Acrylic Paint2pints120.00240.00Burnt Umber Tinting Color for Solvent Based Acrylic Paint1pint120.00120.00Toluodine Red Tinting Color for Solvent Based Acrylic Paint1pint120.00120.00Lamp Black Tinting Color for Solvent Based Acrylic Paint1pint120.00120.00Lacquer thinner1gal.426.00426.00#150 Waterproof Sand Paper8shts.15.00120.00#120 Waterproof Sand Paper8shts.15.00120.00Roller Brush 7" w/ Handle1pc.68.0068.00Roller Brush Tray1pc.30.0030.001" Paint Brush1pc.18.0018.002" Paint Brush1pc.25.0025.004" Paint Brush1pc.58.0058.0016,796.00B. Labor:1-Painter4days366.001,464.002-Laborers4days317.002,536.004,000.00TOTAL DIRECT COST20,796.00OVERHEAD EXPENSES1,040.00PHYSICAL CONTINGENCIES832.00MISCELLANEOUS EXPENSES208.002,080.00TOTAL COST OF ITEM XII22,876.00Interior wall9.72sq.m.XIII. DOORS, WINDOWS & WINDOW JAMBS & OTHERSInterior ceilingA. Materials:17sq.m.D1 - 0.80m x 2.10m PVC Flush Type Door w/ PVC Jambs, w/2units2,438.004,876.00Exterior CeilingComplete Accessories49.75sq.m.Fab. 50mm x 100mm Wooden Jamb x 0.64m x 0.64m2units1,200.002,400.00Exterior Floor(Mahogany or Equivalent Hard Wood)34.45sq.m.Bathroom Lockset- Cylindrical2sets632.001,264.00Plastic Door Signage, HE & SHE2units1,000.002,000.00Acrylic Wall Plaque1unit2,000.002,000.00W1 - 5mm thk Clear Glass Jaousie Window on Aluminum Frame2sets750.001,500.0014,040.00(7 Blades)B. Labor:1-Carpenter2days366.00732.001-Laborer2days317.00634.001,366.00TOTAL DIRECT COST15,406.00OVERHEAD EXPENSES770.00PHYSICAL CONTINGENCIES616.00MISCELLANEOUS EXPENSES154.001,540.00TOTAL COST OF ITEM XIII16,946.00XIV. CONSTRUCTION OF SEPTIC TANKA. Materials:100mm x 200mm x 400mm CHB (NLB)241pcs.14.003,374.00Portland Cement33bags230.007,590.00Washed Sand3cu.m.1,000.003,000.00Sand (for Plastering)1cu.m.1,300.001,300.00Gravel (G-3/4)4cu.m.1,000.004,000.0010mm x 6.00m Def. Reinforcing Steel Bars29pcs.165.004,785.0014- pcs. 10mm x 1.5m rebars4#16 G.I. Tie-wire5kgs.65.00325.000.753.510 pcs. - 2" x 3" x 8' Coco Lumber40bd.ft.20.00800.00Setting of CHB12mm thk x 1.20m x 2.40m Ordinary Plywood2pcs.750.001,500.004"CHB2" C.W. Nail1kg.70.0070.000.08sq.m.100mm PVC Sanitary Clean Out Adaptor & Plug, S-1,0003pcs.81.00243.001.5sq.m./hr.100mm x 100mm PVC Sanitary Tee, S-1,0003pcs.186.00558.00At:19.28sq.m.100mm x 3.00m PVC Sanitary Pipe, S-1,0003pcs.903.002,709.00due:2daysPVC Pipe Cement Solvent, 400cc1can187.00187.0030,441.00Slab Work1B. Labor:Plastering19.26sq.m.1-Carpenters7days366.002,562.00due1days2-Masons7days366.005,124.00top slab1day1-Steelman7days366.002,562.00excavation works1-Plumbing7days366.002,562.007manpower2-Laborers7days317.004,438.0017,248.006.2sq.m. surfaceTOTAL DIRECT COST47,689.001.4m heightOVERHEAD EXPENSES2,384.001cu.m./8 hrs. 1 man workPHYSICAL CONTINGENCIES1,908.008.68cu.m.MISCELLANEOUS EXPENSES477.004,769.00due:2TOTAL COST OF ITEM XIV52,458.00XV. ELECTRICAL WORKSA. Materials:15Amps Safety Switch1pc.510.00510.002.0mm2 THW Stranded Wire25mtrs.29.00725.0018 Watts Compact Fluorescent Lamp4pcs.160.00640.00Single Gang Switch, Flush Type w/ cover2pc.64.00128.00Two Gang Switch, Flush Type w/ cover1pc.105.00105.0020mm x 3m PVC Conduit Pipe1pc.82.0082.0020mm PVC Flexible Conduit20mtrs.8.00160.0020mm x 90o PVC Long Sweep Elbow1pc.16.0016.0020mm PVC Male Adaptor1pc.5.005.0020mm PVC Locknut1pc.3.003.004" x 4" Ceiling Socket with screw3pcs.27.0081.002" x 4" x 2" PVC Utility Box ( H.D.)3pcs.20.0060.004" x 4" PVC Junction Box ( H.D.) w/ Cover4pcs.25.00100.00#16 G.I. Tie Wire1kg.65.0065.001/4" Camridge / Mica Tube1mtrs.10.0010.000.8mm x 19mm x 8m Polytype Electrical Tape1pc.25.0025.002,715.00B. Labor:1-Skilled Worker2days394.00788.001-Laborer2days317.00634.001,422.00TOTAL DIRECT COST4,137.00OVERHEAD EXPENSES207.00PHYSICAL CONTINGENCIES165.00MISCELLANEOUS EXPENSES41.00413.00TOTAL COST OF ITEM XV4,550.00XVI. DEMOBILIZATION WORKSA. Labor:4-Laborers1day317.001,268.001,268.00TOTAL DIRECT COST1,268.00OVERHEAD EXPENSES63.00PHYSICAL CONTINGENCIES51.00MISCELLANEOUS EXPENSES13.00127.00TOTAL COST OF ITEM XVI1,395.00S U M M A R YNON-ENGINEERING BASIC ITEMSSUPERVISIONPhp13,834.00ENGINEERING BASIC ITEMSI. MOBILIZATIONPhp5,500.00II. HAULING OF MATERIALSPhp26,678.00III. LAYOUTING & EXCAVATION WORKSPhp5,556.00IV. FORMS & SCAFFOLDING WORKSPhp14,747.00V. CONCRETING WORKSPhp31,421.00VI. REBAR WORKSPhp28,128.00VII. MASONRY WORKSPhp66,290.00VIII. TRUSSES WORKSPhp10,420.00IX. CEILING WORKSPhp17,407.00X. ROOFING WORKSPhp16,681.00XI. PLUMBING WORKSPhp33,500.00XII. PAINTING WORKSPhp22,876.00XIII. DOORS, WINDOWS & WINDOW JAMBS & OTHERSPhp16,946.00XIV. CONSTRUCTION OF SEPTIC TANKPhp52,458.00XV. ELECTRICAL WORKSPhp4,550.00XVI. DEMOBILIZATION WORKSPhp1,395.00PROJECT COSTPhp368,387.00Prepared by:Checked & Reviewed by:Approved by:FELIXBERTO R. CAARE, JR.MARIE CLAIRE C. BONGOMARLI ACOSTA-DE FIESTAReseacher/Analyst A (J.O.)Officer-In-ChargeOfficer-In-ChargePlanning & Development SectionPlanning & Development SectionPlanning & Design DivisionCertified as to Availability of Funds:Recommending Project Implementation:Approved for Project Implementation:LUIS A. WEEARNULFO A. ALFONSOLEONARDO REY D. VASQUEZDepartment Manager CDepartment ManagerGeneral ManagerAccounting & Treasury DepartmentMaintenance Department

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Sheet1Bill of Materials for Proposed Comfort Room at Upper Tamion Elem. SchoolConcreting WorksA.MaterialsFoundationC-1/F-1:0.80m x 0.80m x 0.30m (4-Units)Vol.:0.768cu.m.Cement:8bagsSand:0.5cu.m.Gravel:1cu.m.Wall FootingWF-1:0.50m x 0.20m x 6.20mVol.:0.62cu.m.Cement:6bagsSand:0.5cu.m.Gravel:1cu.m.WF-2:0.50m x 0.20m x 2.60mVol.:0.26cu.m.Cement:3bagsSand:0.1cu.m.Gravel:0.2cu.m.WF-3:0.12sq.m.1.8mVol.:0.22cu.m.Cement:3bagsSand:0.1cu.m.Gravel:0.2cu.m.SF-1:0.30m x 0.375m x 2.60mVol.:0.3cu.m.Cement:3bagsSand:0.1cu.m.Gravel:0.3cu.m.FORMS & SCAFFOLDINGSForms38pcs. - 2" x 3" x 10' Coco LumberColumnCol:0.20m x 0.20m x 3.775m (4-Units)Vol.:0.60cu.m.Cement:7bagsSand:0.5cu.m.Gravel:1cu.m.Roof BeamRB1:0.20m x 0.30m x 3.75m (2-Units)RB2:0.20m x 0.30m x 2.60m (2-Units)Vol.:0.762cu.m.Cement:8bagsSand:0.5cu.m.Gravel:1cu.m.Ramp1.20m x 1.70m x 0.10mVol.:0.204cu.m.Cement:2bagsSand:0.1cu.m.Gravel:0.2cu.m.Interior Floor1.80m x 2.60m x 0.10mVol.:0.468cu.m.Cement:5bagsSand:0.2cu.m.Gravel:0.4cu.m.Exterior Wall1.20m x 2.60m x 0.10mVol.:0.312cu.m.Cement:4bagsSand:0.15cu.m.Gravel:0.3cu.m.Rebar WorksFoundationC-1/F-1:40pcs.- 12mm x 0.80m Rebars7.56pcs.- 12mm x 6.00m Rebars1kg. - Tie-wireColumnMain Bar16pcs. 12mm x 4.00m Rebars16pcs. 12mm x 6.00m RebarsTie-wire0.120.68m length of ties88pcs. -10mm x 0.68 Rebars8.8211pcs. -10mm x 6.00m Rebars3kg. - Tie-wireRoof BeamMain BarRB1:16pcs. -12mm x 3.16m Rebars2.378pcs. -12mm x 7.50m RebarsRB2:16pcs. -12mm x 2.36m Rebars8pcs. -12mm x 6.00m Rebars2.54Tie-wireRB1:52pcs. -10mm x 0.88m Rebars0.220.120.889pcs. -10mm x 6.00m Rebars6.822kgs. - Tie-wireRB2:40pcs. -10mm x 0.88m Rebars0.220.120.887pcs. -10mm x 6.00m Rebars6.822kgs. - Tie-wireWall FootingWF-1:Longitudinal Bars6pcs. -10mm x 1.80m Rebars3.333pcs. -10mm x 2.60m Rebars2.312pcs. -10mm x 6.00m Rebars3pcs. -10mm x 6.00m RebarsTies14pcs. -10mm x 0.50m Rebars129pcs. -10mm x 0.50m Rebars2pcs. -10mm x 6.00m Rebars1pc. -10mm x 6.00m Rebars0.5kg. Tie-wire0.25kg. Tie-wireWF-2:Longitudinal Bars3pcs. -10mm x 2.60m Rebars2.312pcs. -10mm x 6.00m RebarsTies9pcs. -10mm x 0.50m Rebars121pc. -10mm x 6.00m Rebars0.25kg. Tie-wireWF-3:Longitudinal Bars3pcs. -10mm x 1.80m Rebars3.331pcs. -10mm x 6.00m RebarsTies7pcs. -10mm x 1.30m Rebars4.622pcs. -10mm x 6.00m Rebars0.5kg. G.I. Tie-wireSF-1Longitudinal Bars2pcs. -10mm x 3.8m Rebars1.582pcs. -10mm x 6.00m Rebars0.5kg. G.I. Tie-wire9.5FlooringInterior Floor8pcs. -12mm x 1.80m Rebars3.336pcs. -12mm x 2.60m Rebars2.313pcs. -12mm x 6.00m Rebars3pcs. -12mm x 6.00m RebarsTies0.5kg. G.I. Tie-wireCorridor6pcs. -10mm x 1.20m Rebars54pcs. -10mm x 2.60m Rebars2.311.224pcs. -10mm x 6.00m Rebars0.25kg. G.I. Tie-wireRamp4pcs. -10mm x 1.70m Rebars3.536pcs. -10mm x 1.20m Rebars53pcs. -10mm x 6.00m Rebars0.25kg. G.I. Tie-wireMasonry WorksInterior WallH:2.7mn:4.24L:1.8mA:4.86sq.m.18- bags Portland Cementn:61pcs. - 4" CHB2- cu.m. Washed sandVertical Bars4pcs. -10mm x 2.70m Rebars2.222pcs. -10mm x 6.00m RebarsHorizontal Bars13.5layers5pcs. -10mm x 1.80m Rebars3.332pcs. -10mm x 6.00m RebarsDowel Bars4pcs. -10mm x 0.75m Rebars0.75mTie-wire0.25kg. G.I. Tie-wirePerimeter WallH:3.3mL:8.8mA:29.04sq.m.n:363pcs. - 4" CHBVertical Bars15pcs. -10mm x 3.7m Rebars1.6215pcs. -10mm x 6.00m RebarsHorizontal Bars6pcs. -10mm Rebarsn:2pcs.nt:12pcs. -10mm x 6.00m RebarsTie-wire1kg. G.I. Tie-wirePlastering WorksFlooring1.InteriorA:4.68sq.m.t:0.025mcement:2bags13.2sand:0.15cu.m.79.213.22.CorridorA:3.12sq.m.t:0.025mcement:1bagsand:0.1cu.m.3.RampA:2.04sq.m.t:0.025mcement:1bagsand:0.1cu.m.Wall1.Perimeter WallH:3.3mL:8.8mA:58.08sq.m.t:20mmcement:14bagsand:2cu.m.2.Interior WallH:2.7mL:1.8mA:9.72t:20mmcement:3bagsand:0.5cu.m.Tile Works1. Floor TilesA:2.60m x 1.80m200mm x 200mm Unglazed Ceramic Floor Tiles (verify color)A:4.68sq.m. area of floorA:0.04sq.m. area of one tilen:123pcs. -200mm x 200mm Unglazed Ceramic Floor Tiles4kgs. -cement joint filler1bag -cement4bags -sand for plastering (0.10 cu.m.)2. Wall TilesA:14.88sq.m.200mm x 200mm Glazed Ceramic Wall Tiles (verify color)n:391pcs. -200mm x 200mm Unglazed Ceramic Floor Tiles1.31.31.81.88kgs. -cement joint filler6.22bags -cement311bags -sand for plastering (0.30 cu.m.)8pcs. -6mm x 2.40m Tile Trim2.759.02Truss Works1.8752.05Bottom Chord6pcs. -2" x 4" x 10' Hard Wood40bd.ft.Top Chord6pcs. -2" x 4" x 8' Hard Wood32bd.ft.2.45Diagonal Web1.56524758423pcs. -2" x 4" x 8' Hard Wood16bd.ft.0.71Horizontal Bracing2.283pcs. -2" x 4" x 8' Hard Wood16bd.ft.7.4784Wire Fastener63kgs -4" C.W. NailRoofing WorksCommercial SizeL1:2.1m2.1m7ft.L2:2m2.1m7ft.20W:3.9m5.571428571480cmn:13shts. -Gauge 26 x 32" x 7' Corrugated G.I. Sheet812.8234pcs. - Umbrella NailsWooden Purlins (50mm x 75mm Red Lauaan or Equivalent Hardwood)22- pcs. 50mm x 75mm x 8' Hardwood88bd.ft.Wash Area1. Wall Footing (WF-2)L:3.1mt:0.15mw:0.3mVol.:0.14cu.m.2- bags Cement0.1- cu.m. Washed Sand0.2- cu.m. Gravel2. Rebar Works2- pcs. - 12mm x 3.00m Bars211- pc. - 12mm x 6.00m DRSB16- pcs. - 10mm x 0.30m Bars16200.81- pc. - 10mm x 6.00m DRSB0.5- kg. #16 G.I. Tie-wire0.53. 150mm CHB (NLB)L:4.3m0.19h:0.35mA:1.51sq.m.n:19pcs. - 150mm CHB2- bags Portland Cement (mortar)4.4210.150.15- cu.m. Washed sand35x5.255"- pcs. 10mm x 6.00m DRSB4. Lintel BeamA:0.03sq.m.L:3.1mV:0.1cu.m.1- bag Portland Cement2- bags washed sand10.083- bags gravel35x2.84- pcs. 10mm x 3.1m Bars2.41935483872- pcs. 10mm x 7.50m Bars11- pcs. 10mm x 0.58m Bars10.3448275862701200.5810.33333333331- pcs. 10mm x 6.00m DRSB0.5- kgs. #16 G.I. Tie-wire0.37714285715. Fabricated Concrete LavatoryA:0.67sq.m. (thru plan)slab:0.0456cu.m.wall:0.02925cu.m.wall1:0.01425cu.m.0.1cu.m.1- bag Portland CementL:0.81n:14pcs.2- bags washed sand3- bags gravel14- pcs. 10mm x 0.81m Bars7.40740740742- pcs. 10mm x 6.00m DRSB4- pcs. 10mm x 1.90m Bars3.15789473681- pcs. 10mm x 6.00m Bars0.5- kgs. #16 G.I. Tie-wire6. PlasteringA:0.67sq.m.1- bag Portland Cement0.1- cu.m. Sand (for Plastering)7. Plumbing2- pcs. #5 Plastic Floor Drain side Centered Hinge TypeRound Perforated cover w/ Sediment BucketSeptic TankA:4.76sq.m.h:1.8m1. 4" CHB (NLB)P:10.7mn:2.41A:19.26sq.m.n:241pcs. - 4" CHB10- bags Portland Cement (mortar)1- cu.m. Washed sand41.02m long41.41m long82.43m long14- pcs. 10mm x 6.00m DRSB1- kg. #16 G.I. Tie-wire2. PlasteringA:19.26sq.m.6- bags Portland Cement0.39- cu.m. Sand (for Plastering)3. top SlabA:4.76sq.m.2.8t:0.15mV:1cu.m.10- bags Portland Cement0.5- cu.m. Washed Sand1- cu.m. Gravel (G-1)67- pcs. 10mm x 3.00m bars24- pcs. 10mm x 6.00m bars11- pcs. 10mm x 1.50m bars43- pcs. 10mm x 6.00m bars1- kg. #16 G.I. Tie-wire4. FoundationA1:1.73sq.m.A2:0.81sq.m.t:0.1mVol:0.254cu.m.203- bags Portland Cement0.15- cu.m. Washed Sand0.3- cu.m. Gravel (G-1)4- pcs. 10mm x 6.00m bars2- kg. #16 G.I. Tie-wire5. Floor Slab1x0.075A:0.23sq.m. (thru section)100.75L:1.5mvol.:0.345sq.m.4- bags Portland Cement0.2- cu.m. Washed Sand0.3- cu.m. Gravel (G-1)Butterboard1. Stake10- pcs. 50mm x 100mm x 1.20m Coco Lumber25- pcs. 50mm x 100mm x 2.40m Coco Lumber10- pcs. 50mm x 100mm x 2.40m Coco Lumber

GanttRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga CityGANTT CHARTPROJECT:PROPOSED CONSTRUCTION OF COMFORT ROOM AT TAMIONLocation:Brgy. LunzuranProject Cost:Php364,671.00Project Duration:EIGHT (8) Calendar DaysManpower Requirements:25 Manpower (1-Engineering Assistant, 14-Laborers, 2-Steelman, 2-Carpenters, 2-Painters, 2-Welders, & 2-Masons)Work ItemAmounts% PerfectedC A L E N D A R D A Y S12345678910A. NON- ENGINEERING BASIC ITEMSSUPERVISIONPhp4,770.001.31%Php596.25Php596.25Php596.25Php596.25Php596.25Php596.25Php596.25Php596.25B. ENGINEERING BASIC ITEMSI.MOBILIZATION/CLEARING & GRABBING/HAULING OF MATERIALSPhp53,757.0014.74%Php17,919.00Php17,919.00Php17,919.00II.EXCAVATION AND LAY-OUTING WORKSPhp10,784.002.96%Php3,594.67Php3,594.67Php3,594.67III.REBAR WORKSPhp15,404.004.22%Php5,134.67Php5,134.67Php5,134.67IV.CONCRETING WORKSPhp43,072.0011.81%Php14,357.33Php14,357.33Php14,357.33V.MASONRY WORKSPhp40,338.0011.06%Php10,084.50Php10,084.50Php10,084.50Php10,084.50VI.STEELWORKSPhp156,223.0042.84%Php31,244.60Php31,244.60Php31,244.60Php31,244.60Php31,244.60VII.PAINTING WORKSPhp25,678.007.04%Php8,559.33Php8,559.33Php8,559.33IX.DEMOBILIZATIONPhp14,645.004.02%Php14,645.00TOTAL PROJECT COSTPhp364,671.00100%CASH OUTLAY REQUIREMENT364,671.00TARGETED COMPLETION THIS PERIOD100.00%COMMULATIVE COMPLETION TO DATE100.00%Recommending Approval forPrepared by:Reviewed & Checked by:Submitted by:Approved by:Project Implementation :FELIXBERTO R. CAARE, JR.MARIE CLAIRE C. BONGOMARLI P. ACOSTA-DE FIESTACARLOS L. PEREZ, SR.ALEJO S. ROJAS, JR.Researcher/Analyst A (J.O.)Officer-In-ChargeOfficer-In-ChargeOfficer-In-ChargeAssistant General Manager for OperationPlanning & Development SectionPlanning & Development SectionPlanning & Design DivisionEngineering DepartmentApproved for Project Implementation:LEONARDO REY D. VASQUEZGeneral ManagerCARLOS L. PEREZ, SR.28Officer-In-ChargeEngineering Department12345678supervision11111111I1888ok2C, 2L, 2W, 2M, 2PII10210ok2ST, 4LIII664ok6L, 2M, 2CIV866ok2M, 4LV6666ok2W, 2C, 4LVI68828ok2P, 2LVII44100k14LVIII66142525252525252525111251425

GanttCRRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga CityGANTT CHARTPROJECT:PROPOSED CONSTRUCTION OF COMFORT ROOM AT TAMIONLocation:Upper Tamion, Vitali, Zamboanga CityProject Cost:Php368,387.00Project Duration:Twenty-four (24) Calendar DaysManpower Requirements:10 Manpower (1-Engineering Assistant, 4-Laborers, 1-Steelman, 1-Carpenter, 1-Mason, 1-Plumber, & 1-Painter)Work ItemAmounts% PerfectedC A L E N D A R D A Y S123456789101112131415161718192021222324252627282930NON-ENGINEERING BASIC ITEMSSUPERVISIONPhP13,834.003.76%PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42ENGINEERING BASIC ITEMSI. MOBILIZATIONPhP5,500.001.49%PhP2,750.002750II. HAULING OF MATERIALSPhP26,678.007.24%8,8938,8938,893III. LAYOUTING & EXCAVATION WORKSPhP5,556.001.51%Php2,778.00Php2,778.00IV. FORMS & SCAFFOLDING WORKSPhP14,747.004.00%Php4,915.67Php4,915.67Php4,915.67V. CONCRETING WORKSPhP31,421.008.53%10,47410,47410,474VI. REBAR WORKSPhP28,128.007.64%Php9,376.00Php9,376.00Php9,376.00VII. MASONRY WORKSPhP66,290.0017.99%Php5,524.17Php5,524.17Php5,524.17Php5,524.17Php5,524.17Php5,524.17Php5,524.17Php5,524.17Php5,524.17Php5,524.17Php5,524.17Php5,524.17VIII. TRUSSES WORKSPhP10,420.002.83%3,473.333,473.333,473.33IX. CEILING WORKSPhP17,407.004.73%5,802.335,802.335,802.33X. ROOFING WORKSPhP16,681.004.53%8,340.508,340.50XI. PLUMBING WORKSPhP33,500.009.09%PhP8,375.00PhP8,375.00PhP8,375.00PhP8,375.00XII. PAINTING WORKSPhP22,876.006.21%5,7195,7195,7195,719XIII. DOORS, WINDOWS & WINDOW JAMBS & OTHERSPhP16,946.004.60%8,4738,473XIV. CONSTRUCTION OF SEPTIC TANKPhP52,458.0014.24%Php7,494.00Php7,494.00Php7,494.00Php7,494.00Php7,494.00Php7,494.00Php7,494.00XV. ELECTRICAL WORKSPhP4,550.001.24%Php2,275.00Php2,275.00XVI. DEMOBILIZATION WORKSPhP1,395.000.38%1395TOTAL PROJECT COSTPhp368,387.00100%CASH OUTLAY REQUIREMENT368,387.00TARGETED COMPLETION THIS PERIOD100.00%COMMULATIVE COMPLETION TO DATE100.00%RecommendingPrepared by:Reviewed & Checked by:Approved by:Project Implementation:Approved for Project Implementation:FELIXBERTO R. CAARE, JR.MARIE CLAIRE C. BONGOMARLI ACOSTA - DE FIESTAARNULFO A. ALFONSOLEONARDO REY D. VASQUEZResearcher/Analyst A (J.O.)Officer-In-ChargeOfficer-In-ChargeDepartment ManagerGeneral ManagerPlanning & Development SectionPlanning & Development SectionPlanning & Design DivisionMaintenance Department12345678supervision11111111I188854ok2C, 2L, 2W, 2M, 2PII10210Php6.86ok2ST, 4LIII6649.00ok6L, 2M, 2CIV866ok2M, 4LV6666ok2W, 2C, 4LVI68828ok2P, 2LVII44100k14LVIII66142525252525252525Work ItemmanpowerdaysC A L E N D A R D A Y S1234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950a. Supervision1-EA48111111111111111111111111111111111111111111111111b. Temfacil2-C, 4-L66666661a. Mobilization/Hauling of Materials4-L14444444444444442b. Demolition Works2-C, 4-M, 4-STL, 10-L8888881414143c. Diversion Works2-C, 4-M, 4-STL, 10-L10141818181822222222224d. Concreting Works2-C, 4-M, 4-STL, 10-L28121212121212121212121212121214222222222222222222222222225e. Scaffolding Works2-C14222222222222226f. Rebar Works4-STL, 4-L30124444444448888888888888887g. Demobilization2-C, 4-M, 4-STL, 10-L122232323232323232323232323232323232323232323232323232323232323232323232323232323232323232323232323001-EA2-C, 4-L14-L822-C, 4-M, 2-L832-C, 4-M, 4-STL, 10-L1242-C, 4-M, 4-STL, 10-L52-C64-STL72-C, 4-M, 4-STL, 10-L2525252727

Sheet2Labor EstimateActivities1. Concreting of Plain Flooring2men pour1.2cu.m. concrete/day2. Concreting of Reinf. Flooring2men pour0.84cu.m. conc./day3. Concreting of Column & Beam2men pour0.50cu.m. conc./day4. Finishing of Flooring (rough)2men finishes72sq.m./day5. Finishing of CHB Joints2men finishes420pcs./day6. Plastering of CHB2men plaster8sq.m./day7. Laying of CHB2men lay100pcs./day8. Breaking old RC Flooring2men break0.3cu.m./day9. Laying of glazed tile 4"x4"2men lay100pcs./day10. Laying of glazed tile 6"x6"2men lay72pcs./day11. Installation of Water Closet2men install1set water closet/2 days12. Installation of Lavatory2men install1set Lav./1 1/2 day13. Installation of G.I. Sheets 32"x8" on Steel Frames2men install11sheets/day14. Installation of G.I. Sheets 32"x8" on Wooden Frames2men install20sheets/day15. Installation of G.I. Sheets 32"x12" on Steel Frames2men install10sheets/day16. Installation of G.I. Sheets 32"x12" on Wooden Frames2men install15sheets/day17. Fabricating and Installation of Gutter Downspout, Ridge roll2men fab. Install5sheets: 32"x8" G.I. sheets/day18. Installation of G.I. Pipe 1/2 x 20"2men install20lights/day19. Installation of Doors and Window Jamp1men install3pcs. 2"x5"x16" or40bd.ft./day20. Installation of Door (Complete of Hinges and Knob)1men install2pcs. Door/day21. Fabrication of Doors (Excluding Planning of Frames)1men makes3pcs./day22. Planning Rough Lumber (Including Allignment)1man Planes48bd.ft./day23. Planning Rough Lumber (No Allignment)1man Planes120bd.ft./day24. Installation of Plywood Board2men install15sheets 4'x8'/day25. Installation of Wooden Post2men install96bd.ft./day26. Installation of Wood Jalousies Windows1men install18.75sq.ft/dayCONSTRUCTION WORK CAPACITIES IN MAN HOURSI. Earth Works:a.Excavation1.82man hours/cu.m.b.Backfill1.34man hours/cu.m.II. Form Works:a.Footing, grade,2.5man hours/sq.m.columnb.Beams, bond beams,2.8man hrs./sq.m.floor slabc.Roof beams & bond3.01man hrs./sq.m.beamsd.Roof slab3.34man hrs./sq.m.e.Retaining Walls2.4man hrs./sq.m.88.8888888889f.Stairs & Landing2.48man hrs./sq.m.g.Form oil application6man hrs./sq.m.III. Reinforcement:a.Reinforcement of9man hours/100 kilosfooting up to roofingb.Grade Slab EWP13man hours/100sq.m.c.Floor membrane15man hours/100sq.m.d.Roof beams & bond2.88man hours/cu.m.beamse.Stairs2.6man hours/cu.m.f.Roof Slab2.91man hours/cu.m.g.Curing (water)2man hours/day for 7 daysh.Equipment:1Vibrator16min./cu.m.2Crane4cu.m./man hourFORMWORKSMANHOURS PER SQUARE METERITEMSMANHOURSCarpenterLaborerTotal1. Continous Wall Type (CHB)0.700.401.102. Foundation on Pile Caps1.500.652.153. Grade Beam or FTB0.750.401.154. Walls Ground to 8 ft. high1.100.721.825. Walls 8 ft. to 16 ft. high1.210.781.996. Walls 16 ft. to 20 ft. high1.350.902.257. Columns1.220.802.028. Beams & Girders1.901.223.129. Elevated Slabs (word shores)1.151.162.3110. Elevated Slabs (adjusted shores)0.700.901.60SCAFFOLDINGLENGTH1 or 2 Section HighMore than 2 Sec. HighErectDismantleTotalErectDismantleTotal1 to 2 Section Long1.200.351.551.401.002.403 to 5 Section Long0.750.51.250.850.601.456 section or more long0.650.351.000.750.401.15UNIT MANHOURS ITEM OF WORK1. Common Excavation (Manual)6.00MH/cu.m.2. Common Excavation (Machine)0.50MH/cu.m.3. Hook Excavation (Manual & Machine)8.00MH/cu.m.4. Structural Backfill (Manual)5.00MH/cu.m.5. Structural Backfill (Machine)2.00MH/cu.m.6. Hauling Spoils1.00MH/cu.m.7. Trenching by Hand6.00MH/cu.m.8. Trenching by Machine0.20MH/cu.m.9. Piping InstallationCONCRETE FOUNDATION AND ELEVATED CONCRETE UNIT MANHOURS1. GRADE MEMBERFormwork2.54MH/sq.m.Concreting8.54MH/sq.m.Rebar Works0.07MH/sq.m.Finishing0.40MH/sq.m.2. SUSPENDED MEMBERFormwork3.28MH/sq.m.Concreting16.70MH/sq.m.Rebar Works0.08MH/sq.m.Finishing0.80MH/sq.m.MISCELLANEOUS LABOR OUTPUTExcavation1.35cu.m./man dayBackfill3.87cu.m./man dayDisposal of spoils4.70cu.m./man dayFormworks2.70cu.m./man daySteelworks10.00kg./man dayConcreting0.91cu.m./man dayFinishing11.80cu.m./man dayCHB Zocalo wall2.40sq.m./man dayGround floor slab (concreting)1.00cu.m./man dayPHILIPPINE STANDARD WEIGHT OF REINFORCING BARSNominal diameterUnit Wt. kg./meterNominal sectional6.00m kilograms7.50m kilograms9.00m kilograms10.50m kilograms12.00m kilograms6 mm0.2220.28271.3321.6651.9982.3312.66410 mm0.6160.78543.6964.625.5446.4687.39212 mm0.8871.1315.3226.65257.9839.313510.64416 mm1.5772.0119.46211.827514.19316.558518.92420 mm2.4633.14214.77818.472522.16725.861529.55625 mm3.8484.91923.08828.8634.63240.40446.17628 mm4.8276.157528.96236.202543.44350.683557.92432 mm6.3058.042537.8347.287556.74566.202575.6636 mm7.9810.17947.8859.8571.8283.7995.76FORMULAS TO FIND APPROXIMATE NUMBER OF NAILS REQUIREDNumber of Pounds (12d + 60d, framing) =d/6 x BF/100Number of Pounds (2d to 12d, sheating) =d/4 x BF/100whered = size of desired nail in penniesBF = total board feet to be nailed

Sheet31.TILE WORKSL(m)W(m)Area(sq.m.)200mm x 200mma. Interior floor3.22.47.68202b. Interior wall161.217.28454Portland Cement3bagsTile Adhesive3bagsWashed Area2.50.51.252.50.410.450.40.182.20.71.54100mm x 100mm417Sand (for plastering)1cu.m.Tile Grout8kgs.Tile Trim112.PLASTERING WORKSa. Interior Wall161.521.31Portland Cement5bagsSand0.5cu.m.b. Exterior Wall122.828.75Portland Cement7bagsSand1cu.m.c. FlooringInterior3.12.26.823.78Exterior10.261.0658Portland Cement4bagsSand0.5cu.m.163.WALL FOOTING29.950.0451.35cu.m.Portland Cement14bagsWashed Sand1cu.m.Gravel2cu.m.10mm Bars

Revised BOMCERepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga CityProject:PROPOSED COMMUNAL FAUCET (STAND POST) DESIGN12.7SQ.M.Location:Upper Tamion, Vitali, Zamboanga CityScope of Work:6.58m.NON-ENGINEERING BASIC ITEMSSUPERVISIONENGINEERING BASIC ITEMS08.08m.053.17sq.m.III. LAYOUTING & EXCAVATION WORKSIV. FORMS & SCAFFOLDING WORKS65.87V. CONCRETING WORKSVI. REBAR WORKSVII. MASONRY WORKS00XI. PLUMBING WORKS00000Cost of Project:0.0BILL OF MATERIALS & COST ESTIMATESItem DescriptionQty.UnitUnit CostAmountTotal CostNON-ENGINEERING BASIC ITEMSSUPERVISION1-Engineering Assistant24days524.0012,576.0012,576.00TOTAL DIRECT COST12,576.00OVERHEAD EXPENSES629.00PHYSICAL CONTINGENCIES503.00MISCELLANEOUS EXPENSES126.001,258.00TOTAL COST OF SUPERVISION13,834.00ENGINEERING BASIC ITEMSIII. LAYOUTING & EXCAVATION WORKSA. Materials:4pcs. - 2" x 4" x 10' Coco Lumber27bd.ft.21.00567.001pcs. - 2" x 3" x 10' Coco Lumber5bd.ft.21.00105.00#100 Nylon Chord1roll110.00110.004" C.W. Nail1kg.72.0072.00854.00B. Labor:1- Carpenter1day366.00366.002- Laborers1day341.00682.001,048.00TOTAL DIRECT COST1,902.00OVERHEAD EXPENSES95.00PHYSICAL CONTINGENCIES76.00MISCELLANEOUS EXPENSES19.00190.00okTOTAL COST OF ITEM III2,092.00IV. FORMS & SCAFFOLDING WORKSA. Materials:3pcs.-2" x 2" x 6' Coco Lumber6bd.ft.21.00126.007pcs.-2" x 2" x 8' Coco Lumber19bd.ft.21.00399.003.206pcs.-2" x 4" x 6' Coco Lumber24bd.ft.21.00504.0010.5012mm thk. X 1.20m x 2.40m Ordinary Plywood1sht.750.00750.0039.362" C.W. Nail1kg.70.0070.004" C.W. Nail2kgs.72.00144.001,993.00B. Labor:1- Carpenter3days366.001,098.001- Laborer3days341.001,023.002,121.00TOTAL DIRECT COST4,114.00OVERHEAD EXPENSES206.00PHYSICAL CONTINGENCIES165.00MISCELLANEOUS EXPENSES41.00412.00TOTAL COST OF ITEM IV4,526.00V. CONCRETING WORKSA. Materials:Portland Cement16bags235.003,760.00Washed Sand1cu.m.1,000.001,000.00Gravel (G-3/4)2cu.m.1,000.002,000.006,760.00B. Labor:1- Mason/Steelman3days366.001,098.00footing & wall footing:1day1- Carpenter3days366.001,098.00column:1day1- Plumber3days366.001,098.00beam:1day2- Laborers3days341.002,046.005,340.00TOTAL DIRECT COST12,100.00water lavatory:1dayOVERHEAD EXPENSES1,210.00PHYSICAL CONTINGENCIES484.00MISCELLANEOUS EXPENSES121.001,815.00okTOTAL COST OF ITEM V13,915.00VI. REBAR WORKSA. Materials:10mm x 6.00m DRSB13pcs.165.002,145.005760.003.7222.00kg.Hacksaw Blade3pcs.53.00159.00#16 G.I. Tie-wire4kgs.65.00260.002,564.0013.50.0kg.B. Labor:0daysdue1- Mason/Steelman1day366.00366.00366.00TOTAL DIRECT COST2,930.00OVERHEAD EXPENSES293.00PHYSICAL CONTINGENCIES117.00MISCELLANEOUS EXPENSES29.00439.00TOTAL COST OF ITEM VI3,369.00okVII. MASONRY WORKSA. Materials:100mm Gravel1cu.m.795.00795.00Washed Sand0.20cu.m.1,000.00200.00995.0031B. Labor:1- Mason/Steelman1day366.00366.002- Laborers1day341.00682.001,048.00TOTAL DIRECT COST2,043.00OVERHEAD EXPENSES204.00PHYSICAL CONTINGENCIES82.00MISCELLANEOUS EXPENSES20.00306.00TOTAL COST OF ITEM VII2,349.00XI. PLUMBING WORKSA. Materials:12mm. x 63mm. Brass Tail Piece2pcs.66.00132.00ok12mm. x 90o ANSI B16.3 Class 150 Std. G.I. Elbow5pcs.17.0085.00ok12mm. Brass Safety Valve, w/ Lock Head (Key Type)1pc.253.00253.00ok12mm. Brass Ball Valve, w/ Lock Wing1pc.219.00219.00ok19mm. x 12mm. ANSI B16.3 Class 150 Std. G.I. Reducer1pc.11.0011.00ok19mm. Brass Single Adaptor, Pack Joint/Clamp Type1pc.250.00250.00ok12mm. ANSI B16.3 Class 150 Std. G.I. Coupling3pcs.9.0027.00ok12mm. x 12mm. ANSI B16.3 Class 150 Std. G.I. Tee1pc.15.0015.00ok12mm. Brass Faucet Hose Bibb2pcs.138.00276.00ok12mm. x 75mm. ASTM A53-90A G.I. Nipple2pcs.33.0066.00ok12mm. x 50mm. ASTM A53-90A G.I. Nipple2pcs.22.0044.00ok12mm. x 250mm. ASTM A53-90A G.I. Nipple1pc.110.00110.00ok12mm. x 200mm. ASTM A53-90A G.I. Nipple1pc.88.0088.00ok12mm. x 1.00m. ASTM A53-90A G.I. Nipple (Standard BSP Thread, Both Ends)1pc.63.0063.00ok12mm. Water Meter1pc.1,720.001,720.00ok25mm x 10.00m Teflon Tape4pcs.28.00112.00100mm x 100mm Stainless Steel C-Cover Floor Drain1pc.189.00189.0050mm. x 60.00m P.E. Pipe Tubing, SDR-1120mtrs.126.002,520.006,180.00B. Labor:1- Plumber1day366.00366.00366.00TOTAL DIRECT COST6,546.00OVERHEAD EXPENSES327.00PHYSICAL CONTINGENCIES262.00MISCELLANEOUS EXPENSES65.00654.00TOTAL COST OF ITEM XI7,200.00S U M M A R YNON-ENGINEERING BASIC ITEMSSUPERVISIONPhp13,834.00ENGINEERING BASIC ITEMS00.000.0III. LAYOUTING & EXCAVATION WORKSPhp2,092.00IV. FORMS & SCAFFOLDING WORKSPhp4,526.00V. CONCRETING WORKSPhp13,915.00VI. REBAR WORKSPhp3,369.00VII. MASONRY WORKSPhp2,349.0000.000.000.0XI. PLUMBING WORKSPhp7,200.0000.000.000.000.000.0PROJECT COST0.00.0Prepared by:Checked & Reviewed by:Approved by:FELIXBERTO R. CAARE, JR.MARIE CLAIRE C. BONGOMARLI ACOSTA-DE FIESTAReseacher/Analyst A (J.O.)Principal Engineer COfficer-In-ChargePlanning & Development SectionPlanning & Development SectionPlanning & Design DivisionRecommending Project Implementation:Approved for Project Implementation:ARNULFO A. ALFONSOLEONARDO REY D. VASQUEZDepartment ManagerGeneral ManagerMaintenance Department

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Revised GanttRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga CityGANTT CHARTPROJECT:PROPOSED CONSTRUCTION OF COMFORT ROOM AT TAMIONLocation:Upper Tamion, Vitali, Zamboanga CityProject Cost:Php339,960.00Project Duration:Twenty-four (24) Calendar DaysManpower Requirements:6 Manpower (1-Engineering Assistant, 1-Steelman, 1-Carpenter, 1-Mason, 1-Plumber, & 1-Painter)Work ItemAmounts% PerfectedC A L E N D A R D A Y S123456789101112131415161718192021222324252627282930NON-ENGINEERING BASIC ITEMSSUPERVISIONPhP13,834.004.07%PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.42PhP576.4213834ENGINEERING BASIC ITEMSI. MOBILIZATIONPhP5,500.001.62%PhP2,750.0027505500II. HAULING OF MATERIALSPhP24,586.007.23%8,1958,1958,19524586III. LAYOUTING & EXCAVATION WORKSPhP2,766.000.81%Php1,383.00Php1,383.002766IV. FORMS & SCAFFOLDING WORKSPhP12,655.003.72%Php4,218.33Php4,218.33Php4,218.3312655V. CONCRETING WORKSPhP27,911.008.21%9,3049,3049,30427911VI. REBAR WORKSPhP27,219.008.01%Php9,073.00Php9,073.00Php9,073.0027219VII. MASONRY WORKSPhP61,521.0018.10%Php5,126.75Php5,126.75Php5,126.75Php5,126.75Php5,126.75Php5,126.75Php5,126.75Php5,126.75Php5,126.75Php5,126.75Php5,126.75Php5,126.7561521VIII. TRUSSES WORKSPhP8,706.002.56%2,902.002,902.002,902.008706IX. CEILING WORKSPhP17,105.005.03%5,701.675,701.675,701.6717105X. ROOFING WORKSPhP15,983.004.70%7,991.507,991.5015983XI. PLUMBING WORKSPhP32,690.009.62%PhP8,172.50PhP8,172.50PhP8,172.50PhP8,172.5032690XII. PAINTING WORKSPhP20,999.006.18%5,2505,2505,2505,25020999XIII. DOORS, WINDOWS & WINDOW JAMBS & OTHERSPhP16,250.004.78%8,1258,12516250XIV. CONSTRUCTION OF SEPTIC TANKPhP47,577.0013.99%Php6,796.71Php6,796.71Php6,796.71Php6,796.71Php6,796.71Php6,796.71Php6,796.7147577XV. ELECTRICAL WORKSPhP3,853.001.13%Php1,926.50Php1,926.503853XVI. DEMOBILIZATION WORKSPhP805.000.24%805805TOTAL PROJECT COSTPhp339,960.00100%CASH OUTLAY REQUIREMENT339,960.00TARGETED COMPLETION THIS PERIOD100.00%COMMULATIVE COMPLETION TO DATE100.00%RecommendingPrepared by:Reviewed & Checked by:Approved by:Project Implementation:Approved for Project Implementation:FELIXBERTO R. CAARE, JR.MARIE CLAIRE C. BONGOMARLI P. ACOSTA-DE FIESTAARNULFO A. ALFONSOLEONARDO REY D. VASQUEZResearcher/Analyst A (J.O.)Principal Engineer COfficer-In-ChargeDepartment ManagerGeneral ManagerPlanning & Development SectionPlanning & Development SectionPlanning & Design DivisionMaintenance Department12345678supervision11111111I1888542C, 2L, 2W, 2M, 2PII10210Php6.862ST, 4LIII6649.006L, 2M, 2CIV8662M, 4LV66662W, 2C, 4LVI688282P, 2LVII441014LVIII66142525252525252525Work ItemmanpowerdaysC A L E N D A R D A Y S1234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950a. Supervision1-EA48111111111111111111111111111111111111111111111111b. Temfacil2-C, 4-L66666661a. Mobilization/Hauling of Materials4-L14444444444444442b. Demolition Works2-C, 4-M, 4-STL, 10-L8888881414143c. Diversion Works2-C, 4-M, 4-STL, 10-L10141818181822222222224d. Concreting Works2-C, 4-M, 4-STL, 10-L28121212121212121212121212121214222222222222222222222222225e. Scaffolding Works2-C14222222222222226f. Rebar Works4-STL, 4-L30124444444448888888888888887g. Demobilization2-C, 4-M, 4-STL, 10-L122232323232323232323232323232323232323232323232323232323232323232323232323232323232323232323232323001-EA2-C, 4-L4-L82-C, 4-M, 2-L82-C, 4-M, 4-STL, 10-L122-C, 4-M, 4-STL, 10-L2-C4-STL2-C, 4-M, 4-STL, 10-L2525252727

ComputationSPLASH BASINa.L:2.20m.W:1.40m.t:0.10m.V:0.31cu.m.b.L:7.20m.W:0.10m.t:0.10m.V:0.07cu.m.Vt:0.38cu.m.4.00kgs.- Portland Cement0.20cu.m.- Washed Sand0.40cu.m.- GravelSTONE MASONRY PADa.L:2.60m.W:1.80m.t:0.20m.V:1.00cu.m.1.00cu.m.- Boulders 75mmbags- Portland Cementcu.m.- Washed SandFAUCET PEDESTALa.L:0.20m.W:0.20m.H:0.90m.V:0.04cu.m.METER CONC. BOXa.FloorL:0.70m.W:0.70m.t:0.10m.V:0.05cu.m.b.wallA:0.24sq.m.h:0.40m.V:0.10cu.m.1.57cu.m. - Total Volume of Concrete16- Portland Cement (bags)1- Washed Sand (cu.m.)2- Gravel (cu.m.)FORMS AND SCAFFOLDINGSSPLASH BASINa.2" x 4" x 6'6pcs.24bd.ft.b.2" x 2" x 8'7pcs.19bd.ft.c.4" C.W.N.1kg.FAUCET PEDESTALa.5mm thk. X 1.20m x 2.40m. Ordinary Plywood1pc.b.2" x 2" x 6'3pcs.d.2" C.W.N.1kg.e.4" C.W.N.1kg.REBAR WORKSa.SPLASH BASIN@ 2.20m Length10pcs. - 10mm x 2.20m rebars32105pcs. - 10mm x 6.00m rebars@ 1.40m Length15pcs. - 10mm x 1.40m rebars4pcs. - 10mm x 6.00m rebars4.28571428575.6tie-wire2kgs. - #16 G.I. tie-wireb.FAUCET PEDESTAL@ main bars4.921pcs. - 10mm x 6.00m rebars@ ties1pcs. - 10mm x 6.00m rebars2.6tie-wire0.17142857141kgs. - #16 G.I. tie-wirec.METER BOX@ 1.50m1pc. - 10mm x 6.00m rebars4.51pc. - 10mm x 6.00m rebars4.8tie-wire0.5kgs. - #16 G.I. tie-wireMASONRY WORKSConcrete Pad1.00cu.m. - 75mm BouldersEXCAVATIONa.Masonry PadVol.:0.94cu.m.b.Meter boxVol.:0.15cu.m.Volt:1.1cu.m.