Upgrade Revised Price of Main Office

BOMCERepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City

Project: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 WORKS

Cost of Project:Php 368,387.00

BILL OF MATERIALS & COST ESTIMATES

Item DescriptionQty.UnitUnit CostAmountTotal Cost

NON-ENGINEERING BASIC ITEMSSUPERVISION1-Engineering Assistant24days524.0012,576.0012,576.00TOTAL DIRECT COST12,576.00OVERHEAD EXPENSES629.00PHYSICAL CONTINGENCIES503.00MISCELLANEOUS EXPENSES126.001,258.00TOTAL COST OF SUPERVISION13,834.00

ENGINEERING BASIC ITEMSI. MOBILIZATION1lot5,000.005,000.005,000.00TOTAL DIRECT COST5,000.00OVERHEAD EXPENSES250.00PHYSICAL CONTINGENCIES200.00MISCELLANEOUS EXPENSES50.00500.00TOTAL COST OF ITEM I5,500.00

II. HAULING OF MATERIALSA. Labor:2-Laborers3days317.001,902.001,902.00

B. 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 II26,678.00

III. 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.72.0072.001,782.00

B. Labor:4-Laborers2days317.002536.002-Carpenters1day366.00732.003268.00TOTAL DIRECT COST5,050.00OVERHEAD EXPENSES253.00PHYSICAL CONTINGENCIES202.00MISCELLANEOUS EXPENSES51.00506.00okTOTAL COST OF ITEM III5,556.00

IV. 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.72.00360.0010,407.00

B. 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 IV14,747.00

V. CONCRETING WORKSA. Materials:2.75Portland Cement49bags230.0011,270.004.60Washed Sand3cu.m.1,000.003,000.00Gravel (G-3/4)5cu.m.1,000.005,000.0019,270.00

B. 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 V31,421.00

VI. 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:ERROR:#REF!daysdue1-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 VI28,128.00ok

VII. 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.1,000.002,000.0019,049.00

B. Labor:0.08sq.m.1-Mason2days366.00732.001.5sq.m./hr.2-Laborers2days317.001,268.002,000.00At:39.28sq.m.21,049.00due:2

2. Wall FootingA. Materials:150mm x 200mm x 400mm CHB (NLB)19pcs.18.00342.0010mm x 6.00m DRSB5pcs.165.00825.00Portland Cement2bags230.00460.00Washed Sand6bags30.00180.001,807.00

B. 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:2days

B. 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-Laborers7days317.004,438.007,000.00

C. 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 VII66,290.00

VIII. 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.72.00144.006,472.00

B. 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 VIII10,420.00

IX. 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.98.00294.0013,776.00

B. 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 IX17,407.00

X. ROOFING WORKSA. Materials:Gauge 26 x 2.10m Length Corrugated Galvalume13shts.580.007,540.00122.77777777781.22sq.m./hr. - 2 tinsmith Roofing 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.540.002,160.00 Finish (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 X16,681.00

XI. 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-1,000 3pcs.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.58.00116.00 Round Perforated cover w/ Sediment BucketPVC Pipe Cement Solvent, 400cc4cans187.00748.0026,454.00

B. 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 XI33,500.00

XII. 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.58.0058.0016,796.00

B. 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 Ceiling Complete 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 & SHE 2units1,000.002,000.00Acrylic 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 XIII16,946.00

XIV. 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 XIV52,458.00

XV. 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 Wire 1kg.65.0065.001/4" Camridge / Mica Tube1mtrs.10.0010.000.8mm x 19mm x 8m Polytype Electrical Tape1pc.25.0025.002,715.00

B. 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 XV4,550.00

XVI. DEMOBILIZATION WORKSA. Labor:4-Laborers1day317.001,268.001,268.00TOTAL DIRECT COST1,268.00OVERHEAD EXPENSES63.00PHYSICAL CONTINGENCIES51.00MISCELLANEOUS EXPENSES13.00127.00TOTAL COST OF ITEM XVI1,395.00

S U M M A R Y

NON-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 COSTPhp368,387.00

Prepared 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 Division

Certified 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

GanttRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga City

GANTT 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 S12345678910

A. 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 Department

Approved for Project Implementation:

LEONARDO REY D. VASQUEZGeneral Manager CARLOS L. PEREZ, SR.28 Officer-In-Charge Engineering Department

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GanttCRRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga City

GANTT 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)


NON-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. BONGO MARLI ACOSTA - DE FIESTAARNULFO A. ALFONSOLEONARDO REY D. VASQUEZResearcher/Analyst A (J.O.)Officer-In-Charge Officer-In-ChargeDepartment ManagerGeneral ManagerPlanning & Development SectionPlanning & Development Section Planning & Design DivisionMaintenance Department

12345678supervision11111111I188854ok2C, 2L, 2W, 2M, 2PII10210Php6.86ok2ST, 4LIII6649.00ok6L, 2M, 2CIV866ok2M, 4LV6666ok2W, 2C, 4LVI68828ok2P, 2LVII44100k14LVIII66142525252525252525

Work ItemmanpowerdaysC A L E N D A R D A Y S1234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950

a. Supervision1-EA48111111111111111111111111111111111111111111111111b. Temfacil2-C, 4-L6666666

1a. 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-L

14-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/day

CONSTRUCTION WORK CAPACITIES IN MAN HOURS

I. Earth Works:a.Excavation 1.82man 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 of 9man 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 hour

FORMWORKSMANHOURS PER SQUARE METER

ITEMSMANHOURSCarpenterLaborerTotal1. 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)0.700.901.60

SCAFFOLDINGLENGTH1 or 2 Section HighMore than 2 Sec. HighErectDismantleTotalErectDismantleTotal

1 to 2 Section Long1.200.351.551.401.002.403 to 5 Section Long0.750.51.250.850.601.456 section or more long0.650.351.000.750.401.15

UNIT MANHOURS ITEM OF WORK

1. 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 Installation

CONCRETE FOUNDATION AND ELEVATED CONCRETE UNIT MANHOURS

1. GRADE MEMBERFormwork2.54MH/sq.m.Concreting 8.54MH/sq.m.Rebar Works0.07MH/sq.m.Finishing0.40MH/sq.m.

2. SUSPENDED MEMBERFormwork3.28MH/sq.m.Concreting 16.70MH/sq.m.Rebar Works0.08MH/sq.m.Finishing0.80MH/sq.m.

MISCELLANEOUS LABOR OUTPUT

Excavation1.35cu.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 day

PHILIPPINE STANDARD WEIGHT OF REINFORCING BARSNominal diameterUnit Wt. kg./meterNominal sectional6.00m kilograms7.50m kilograms9.00m kilograms10.50m kilograms12.00m kilograms

6 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 mm7.9810.17947.8859.8571.8283.7995.76

FORMULAS TO FIND APPROXIMATE NUMBER OF NAILS REQUIRED

Number of Pounds (12d + 60d, framing) =d/6 x BF/100Number of Pounds (2d to 12d, sheating) =d/4 x BF/100

whered = 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

BOMCE-1Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City

Project:PROPOSED ONE UNIT COMMUNAL FAUCET (STAND POST)12.7SQ.M.Location:Scope of Work:6.58m.NON-ENGINEERING BASIC ITEMSSUPERVISIONENGINEERING BASIC ITEMSI. LAYOUTING & EXCAVATION WORKS8.08m.II. FORMS & SCAFFOLDING WORKS53.17sq.m.III. CONCRETING WORKSIV. REBAR WORKS65.87V. MASONRY WORKSVI. PLUMBING WORKSVII. STEELWORKS

Cost of Project:Php 40,501.00

BILL OF MATERIALS & COST ESTIMATES

Item DescriptionQty.UnitUnit CostAmountTotal Cost

NON-ENGINEERING BASIC ITEMSSUPERVISION1-Engineering Assistant8days524.004,192.004,192.00TOTAL DIRECT COST4,192.00OVERHEAD EXPENSES210.00PHYSICAL CONTINGENCIES168.00MISCELLANEOUS EXPENSES42.00420.00TOTAL COST OF SUPERVISION4,612.00

ENGINEERING BASIC ITEMS

I. 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.51.0051.00833.00

B. Labor:1- Carpenter1day366.00366.002- Laborers1day341.00682.001,048.00TOTAL DIRECT COST1,881.00OVERHEAD EXPENSES94.00PHYSICAL CONTINGENCIES75.00MISCELLANEOUS EXPENSES19.00188.00okTOTAL COST OF ITEM I2,069.00

II. 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.54.0054.004" C.W. Nail2kgs.51.00102.001,935.00

B. Labor:1- Carpenter2days366.00732.00732.00TOTAL DIRECT COST2,667.00OVERHEAD EXPENSES133.00PHYSICAL CONTINGENCIES107.00MISCELLANEOUS EXPENSES27.00267.00TOTAL COST OF ITEM II2,934.00

III. CONCRETING WORKSA. Materials:Portland Cement16bags235.003,760.00Washed Sand1cu.m.1,000.001,000.00Gravel (G-3/4)2cu.m.1,000.002,000.006,760.00

B. Labor:1- Mason/Steelman2days366.00732.00footing & wall footing:1day1- Carpenter2days366.00732.00column:1day1- Plumber2days366.00732.00beam:1day2- Laborers2days341.001,364.003,560.00TOTAL DIRECT COST10,320.00water lavatory:1dayOVERHEAD EXPENSES1,032.00PHYSICAL CONTINGENCIES413.00MISCELLANEOUS EXPENSES103.001,548.00okTOTAL COST OF ITEM III11,868.00

IV. 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.65.00260.002,564.0013.5ERROR:#REF!kg.

B. Labor:ERROR:#REF!daysdue1- Mason/Steelman1day366.00366.00366.00TOTAL DIRECT COST2,930.00OVERHEAD EXPENSES293.00PHYSICAL CONTINGENCIES117.00MISCELLANEOUS EXPENSES29.00439.00TOTAL COST OF ITEM IV3,369.00ok

V. MASONRY WORKSA. Materials:100mm Gravel1cu.m.795.00795.00Washed Sand0.20cu.m.1,000.00200.00995.0031B. Labor:1- Mason/Steelman1day366.00366.001- Laborer1day341.00341.00707.00TOTAL DIRECT COST1,702.00OVERHEAD EXPENSES170.00PHYSICAL CONTINGENCIES68.00MISCELLANEOUS EXPENSES17.00255.00TOTAL COST OF ITEM V1,957.00

VI. 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. Nipple (Standard BSP Thread, Both Ends)2pcs.33.0066.00ok12mm. x 50mm. ASTM A53-90A G.I. Nipple (Standard BSP Thread, Both Ends)2pcs.22.0044.00ok12mm. x 250mm. ASTM A53-90A G.I. Nipple (Standard BSP Thread, Both Ends)1pc.110.00110.00ok412mm. x 200mm. ASTM A53-90A G.I. Nipple (Standard BSP Thread, Both Ends)1pc.88.0088.00ok12mm. x 1.00m. ASTM A53-90A G.I. Nipple (Standard BSP Thread, Both Ends)1pc.440.00440.00ok12mm. Water Meter1pc.1,720.001,720.00ok25mm x 10.00m Teflon Tape4pcs.28.00112.00ok100mm x 100mm Stainless Steel C-Cover Floor Drain1pc.189.00189.00ok50mm. x 60.00m P.E. Pipe Tubing, SDR-1120mtrs.126.002,520.006,557.00ok

B. Labor:1- Plumber1day366.00366.00366.00TOTAL DIRECT COST6,923.00OVERHEAD EXPENSES346.00PHYSICAL CONTINGENCIES277.00MISCELLANEOUS EXPENSES69.00692.00TOTAL COST OF ITEM VI7,615.00

VII. STEELWORKSA. Materials:6mm. thk x 50mm. x 50mm. x 6.00m Angle Bar1pc.1233.001,233.006mm. thk x 25mm. x 6.00m Flat Bar1pc.748.00748.006011 Welding Rod10pcs.5.0050.002,031.00

B. Labor:1- Welder1day366.00366.00366.00

C. Equipment Rental1- Unit Welding Machine1day3,128.003,128.003,128.00TOTAL DIRECT COST5,525.00OVERHEAD EXPENSES276.00PHYSICAL CONTINGENCIES221.00MISCELLANEOUS EXPENSES55.00552.00TOTAL COST OF ITEM VII6,077.00

S U M M A R Y

NON-ENGINEERING BASIC ITEMSSUPERVISIONPhp4,612.00ENGINEERING BASIC ITEMSI. LAYOUTING & EXCAVATION WORKSPhp2,069.00II. FORMS & SCAFFOLDING WORKSPhp2,934.00III. CONCRETING WORKSPhp11,868.00IV. REBAR WORKSPhp3,369.00V. MASONRY WORKSPhp1,957.00VI. PLUMBING WORKSPhp7,615.00VII. STEELWORKSPhp6,077.00PROJECT COSTPhp40,501.00Php(327,886.00)

Prepared 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 Division

Recommending Project Implementation:Approved for Project Implementation:

ARNULFO A. ALFONSOLEONARDO REY D. VASQUEZDepartment ManagerGeneral ManagerMaintenance Department

Page &P of &NPrice Database as of September, 2012

Revised GanttRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga City

GANTT 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)


NON-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 Department

12345678supervision11111111I1888542C, 2L, 2W, 2M, 2PII10210Php6.862ST, 4LIII6649.006L, 2M, 2CIV8662M, 4LV66662W, 2C, 4LVI688282P, 2LVII441014LVIII66142525252525252525





GANTT-1Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga City

GANTT CHARTPROJECT :PROPOSED ONE UNIT COMMUNAL FAUCET (STAND POST)Location :Project Cost :Php40,086.00Project Duration :Eight (8) Calendar DaysManpower Requirements:8 Manpower (1-Engineering Assistant, 2-Laborers, 1-Mason/Steelman, 1-Carpenter, & 1-Plumber)


NON-ENGINEERING BASIC ITEMSSUPERVISIONPhP4,612.0011.51%PhP576.50PhP576.50PhP576.50PhP576.50PhP576.50PhP576.50PhP576.50PhP576.50ENGINEERING BASIC ITEMSI. LAYOUTING & EXCAVATION WORKSPhP2,069.005.16%PhP2,069.00II. FORMS & SCAFFOLDING WORKSPhP2,934.007.32%1,4671,467III. CONCRETING WORKSPhP11,868.0029.61%Php5,934.00Php5,934.00IV. REBAR WORKSPhP3,369.008.40%Php3,369.00V. MASONRY WORKSPhP1,957.004.88%1,957VI. PLUMBING WORKSPhP7,200.0017.96%Php7,200.00VII. STEELWORKSPhP6,077.0015.16%Php6,077.00TOTAL PROJECT COSTPhp40,086.00100%CASH OUTLAY REQUIREMENT40,086.00TARGETED COMPLETION THIS PERIOD100.00%COMMULATIVE COMPLETION TO DATE100.00%


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 Manager CGeneral ManagerPlanning & Development SectionPlanning & Development SectionPlanning & Design DivisionMaintenance Department

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ComputationFOOTING (2 UNITS)a.L:4.25m.W:2.75m.t:0.50m.V:11.68cu.m.Vt:11.68cu.m.117.00kgs.- Portland Cement4.90cu.m.- Washed Sand9.90cu.m.- GravelCOLUMN (4 UNITS)a.H:8.55m.L:0.60m.W:0.40m.V:2.05cu.m.

Vt:8.20cu.m.2.05cu.m.- Boulders 75mmbags- Portland Cementcu.m.- Washed SandBEAMS (2 UNITS)a.L:1.25m.W:0.35m.H:0.50m.V:0.22cu.m.Vt:0.44cu.m.BEAM W/ PARAPET WALLS (2 UNITS)a.beamL:1.25m.W:0.35m.H:0.35m.V:0.15cu.m.

Vt:0.30cu.m.b.parapet wallA:0.09sq.m.t:0.10m.V:0.01cu.m.Vt:0.01cu.m.SADDLE BASEL1:0.45m x 0.65mt1:0.025m.L2:0.50m x 0.7mt2:0.025m.L3:0.55m x 0.75mt3:0.025m.L4:0.60m x 0.80mt4:0.05m.

V1:0.0073cu.m.2.52V2:0.0088cu.m.1.32V3:0.0103cu.m.3.3264V4:0.024cu.m.

Vt:0.05cu.m.

DEAD MAN (2 UNITS)A1:3.50m x 3mt1:0.6mA2:2.50m x 3mt2:2m

V1:6.3cu.m.V2:15cu.m.

Vt:42.60cu.m.

CONCRETE PAD LANDING (2 UNITS)L:2.4m.W:1.5m.t:0.25m.

V:0.90cu.m.

Vt:1.80cu.m.

STAIRS (2 UNITS)A:6.9sq.m.W:1.5m.

V:10.35cu.m.

Vt:20.70cu.m.

tie-wire0.5kgs. - #16 G.I. tie-wireMASONRY WORKSConcrete Pad2.05cu.m. - 75mm BouldersEXCAVATIONa.Masonry PadVol.:0.94cu.m.b.Meter boxVol.:0.15cu.m.Volt:1.1cu.m.

Detailed Estimate-2Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City

Project:CONSTRUCTION OF STEEL SUSPENSION FOOTBRIDGE AND SLOPE PROTECTIONLocation:Canucutan, Upper Pasonanca (Intake), Zamboanga City

PREPARED BY :FELIXBERTO R. CAARE, JR.DESIGNATION:RESEARCHER/ ANALYST ACanukutan

ITEM NO.D E S C R I P T I O NUNITQTY.UNIT COSTAMOUNT

I.CLEARING & GRABBING WORKS467550.32

SCOPE OF WORK:1. Cutting of trees (where affected areas)2. Removal of other elements that will distrupt the construction activities294.12

Clearing and Grabbing sq.m.46740.0018,680.00Note: Includes labor and equipmentERROR:#REF!

DIRECT COST18,680.00INDIRECT COST28,087.89 OCM1,868.0065.47 CONTRACTOR'S PROFIT2,242.00 CONTRACTOR'S TAX2,735.00TOTAL COST FOR ITEM I25,525.00Unit cost per sq.m.46.38

II.LAYOUT AND EXCAVATION141.23

SCOPE OF WORK:volume computation:1. Column Footingscu.m.63.1163.111cu.m./6hr.14.1232. Concrete Landing Padcu.m.2.522.523. Deadmancu.m.75.6075.64. Riprap (Base Foundation)cu.m.3.903.9TOTAL VOLUME = cu.m.141.23145.13A.Materials:16pcs.- 2" x 3" x 12' Coco Lumberbd.ft.96.0020.001,920.00961632pcs.- 2" x 4" x 8' Coco Lumberbd.ft. 171.0020.003,420.0017132#100 Nylon Chordroll1.00150.00150.004" C.W. Nailkgs.4.0055.00220.004.0055,710.00B.Labor:10Laborersdays14317.0044,380.00Surveyorlot15,000.005,000.001Carpenterdays2366.00732.0050,112.00

DIRECT COST55,822.0050,090.00INDIRECT COST OCM5,582.00 CONTRACTOR'S PROFIT6,699.00 CONTRACTOR'S TAX8,172.00TOTAL COST FOR ITEM II76,275.0028,087.89Unit cost per cu.m.804.42193.31104EMBANKMENT(Note: Use Filling Materials for Backfill and Fill)82.03

SCOPE OF WORK:1. Backfill for Column Footingscu.m.51.5751.572. Backfill for Wall Footingscu.m.3.243.243. Fill for Ground Floor Slabcu.m.27.2227.22Total Volume = cu.m.82.03A.Materials: (15% Shrinkage Factor)Filling Materials (Loose Volume)cu.m.95100.009,500.0094.335

B.Equipment Rental:One (01) Unit Plate Compactordays21,920.003,840.002.38

C.Labor:10Manpowerdays2196.003,920.000.4126315789

DIRECT COST17,260.0017,260.00INDIRECT COST OCM1,898.606,624.00 CONTRACTOR'S PROFIT1,898.51 CONTRACTOR'S TAX2,526.85TOTAL COST FOR ITEM 10423,583.9890,398.11Unit cost per cu.m.287.50289.26

SPL-2SOIL POISONING/TERMITE CONTROL136.1136

A.Job Order: (Supply and Application of Chemicals)Soil Poisoning / Termite Controlsq.m.136.5050.006,825.00

DIRECT COST6,825.006,825.00INDIRECT COST OCM750.75 CONTRACTOR'S PROFIT750.724,485.00 CONTRACTOR'S TAX999.18TOTAL COST FOR SPL-29,325.6418,081.00Unit cost per sq.m.68.32

III.EMBANKMENT WORKS(Note: Use Filling Materials for backfill)88

SCOPE OF WORK:Backfill for Column Footingscu.m.62.00Backfill for Deadmancu.m.26.0088.00A.Materials: (25% Shrinkage Factor)Filling Materials (Loose Volume)cu.m.88380.0033,440.003cu.m./man-day10Manpower8.8B.Labor:10Laborersdays9317.0028,530.001290.3C.Equipment Rental:1Unit Tamper Rammer (w/ fuel, w/o operator)days91,290.0011,610.001501.3312057.7DIRECT COST73,580.00INDIRECT COST OCM7,358.00 CONTRACTOR'S PROFIT8,830.00 CONTRACTOR'S TAX10,772.00TOTAL COST FOR ITEM III100,540.0010836Unit cost per cu.m.1,142.50

IV.REINFORCING STEEL6341.34

SCOPE OF WORK:1. Column Footingskgs.1,776.002. Columns kgs.1,550.303. Beams & Parapetkgs.255.304. Concrete Pad Landingkgs.170.565. Concrete Stairskgs.330.466. Deadmankgs.2,258.726,341.34A.Materials:kgs.6,341.341. COLUMN FOOTINGSkgs.1,776.00

20mm x 7.50m Def. Reinforcing Steel Bars, Grade 40pcs.40770.0030,800.00740.00020mm x 6.00m Def. Reinforcing Steel Bars, Grade 40pcs.70614.0042,980.001,036.00Hacksaw Bladepcs.656.00336.001,776.0005.92#16 GI Tie Wirekgs.1970.001,330.0075,446.002. COLUMNSkgs.1,550.30

20mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.80614.0049,120.001,184.00010mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.99154.0015,246.00366.30Hacksaw Bladepcs.656.00336.001,550.300#16 GI Tie Wirekgs.16.570.001,155.005.1765,857.003. BEAMS & PARAPETkgs.255.30

20mm x 7.5m Def. Reinforcing Steel Bars, Grade 40pcs.8770.006,160.00148.0020mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.4614.002,456.0059.20010mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.13154.002,002.0048.100Hacksaw Bladepcs.256.00112.00#16 GI Tie Wirekgs.570.00350.00255.30011,080.004. CONCRETE PAD LANDINGkgs.170.56

12mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.32221.007,072.00170.560Hacksaw Bladepc.156.0056.00#16 GI Tie Wirekgs.370.00210.007,338.005. CONCRETE STAIRSkgs.330.46

12mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.62221.0013,702.00330.460Hacksaw Bladepcs.256.00112.00#16 GI Tie Wirekgs.7.5070.00525.0014,339.0014,339.006. DEADMANkgs.2,258.72

20mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pc.40614.0024,560.00592.00016mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.176393.0069,168.001,666.7202,258.720Hacksaw Bladepcs.1256.00672.0011.29#16 GI Tie Wirekg.3870.002,625.0097,025.00B.Equipment Rental:1Unit Bar Cutterdays221,758.0038,676.0038,676.00C.Labor:102Steelmandays22366.0016,104.0011.00fabrication11installation2Welderdays22366.0016,104.004Masondays22366.0032,208.002Carpenterdays22366.0016,104.0080,520.00

DIRECT COST390,281.00INDIRECT COST OCM39,028.00 CONTRACTOR'S PROFIT46,834.00 CONTRACTOR'S TAX57,137.00TOTAL COST FOR ITEM III533,280.00Unit cost per kg.84.10

V.STRUCTURAL CONCRETE69.0604

SCOPE OF WORK:1. Column Footingscu.m.11.682. Columns cu.m.8.203. Beamscu.m.0.744. Parapetcu.m.0.015. Saddle Basecu.m.0.056. Deadmancu.m.42.607. Concrete Pad Landingcu.m.1.808. Stairscu.m.3.98TOTAL VOLUME = cu.m.69.06A.Materials:1. COLUMN FOOTINGS2 units (4.25m x 2.75m x 0.50m)cu.m.11.69Volume = cu.m.11.69tower footingPortland Cementbags117235.0027,495.00116.900cement117bags2bagger mixer30bags/mixer/days2daysWashed Sandcu.m.61,000.006,000.005.850rebars1,776.00kgs.10kgs/hr10steelman3daysGravel (G-1)cu.m.121,000.0012,000.0011.690Gravel Bedding (G-4)cu.m.31,000.003,000.002.92248,495.002. COLUMNS4 units (0.60 x 0.40 x 8.55m)cu.m.8.21Volume = cu.m.8.21

Portland Cementbags82235.0019,270.0082.100cement82bags2bagger mixer30bags/mixer/days2daysWashed Sandcu.m.41,000.004,000.004.110Gravel (G-1)cu.m.81,000.008,000.007.39031,270.00

4. BEAMS, SADDLE BASE & PARAPETB1- 2 units (0.35m x 0.50m x 1.25m)cu.m.0.44B2- 2 units (0.35m x 0.35m x 1.25m)cu.m.0.31Parapetcu.m.0.01Saddle Basecu.m.0.05Volume = cu.m.0.81

Portland Cementbags8235.001,880.008.100Washed Sandcu.m.0.401,000.00400.000.410Gravel (G-1)cu.m.0.801,000.00800.000.8103,080.000.3125inch.5. DEADMANcement363bags2bagger mixer30bags/mixer/days6daysDM- 2 units (3.5m x 3m x 0.60m)cu.m.6.307.9375DM- 2 units (2.5m x 3m x 2m)cu.m.30.00Volume = cu.m.36.30

Portland Cementbags363235.0085,305.00363.000Washed Sandcu.m.181,000.0018,000.0018.150Gravel (G-1)cu.m.36400.0014,400.0036.300117,705.006. CONCRETE PAD LANDINGCPL- 2 units (2.4m x 1.5m x 0.25m)cu.m.1.80Volume = cu.m.1.80

Portland Cementbags18235.004,230.0018.000Washed Sandcu.m.11,000.001,000.000.900Gravel (G-1)cu.m.21,000.002,000.001.8007,230.007. CONCRETE STAIRSVolume = cu.m.3.98cement58bags2bagger mixer30bags/mixer/days1days

Portland Cementbags40235.009,400.0039.80072.10Washed Sandcu.m.21,000.002,000.001.99010.30Gravel (G-1)cu.m.41,000.004,000.003.9800.500.1515,400.00B.Labor:2Carpentersdays15366.0010,980.00ERROR:#REF!bd.ft.2Weldersdays15366.0010,980.004Masonsdays15366.0021,960.002Steelmandays15366.0010,980.0010Laborersdays15317.0047,550.00102,450.00C.Equipment Rental & Fuel:2Units Bagger Mixerdays151,376.0041,280.00628.00bags of cement10.46666666672Units Concrete Vibratordays151,191.0035,730.001.10liters/1hr.132Premium Gasolineltrs.80856.0045,248.00848.00122,258.00

DIRECT COST447,888.00INDIRECT COST OCM44,789.00 CONTRACTOR'S PROFIT53,747.00 CONTRACTOR'S TAX65,571.00C.Labor:TOTAL COST FOR ITEM III611,995.0020ManpowerdaysUnit cost per kg.ERROR:#DIV/0!ERROR:#DIV/0!

DIRECT COSTERROR:#DIV/0!ERROR:#REF!INDIRECT COST OCMERROR:#DIV/0!234,325.46 CONTRACTOR'S PROFITERROR:#DIV/0!197,349.43 CONTRACTOR'S TAXERROR:#DIV/0!TOTAL COST FOR ITEM 405ERROR:#DIV/0!771513.86Unit cost per cu.m.ERROR:#DIV/0!5,995.08TOTAL COST FOR ITEM IV611,995.00Unit cost per cu.m.8,861.74

VI.FORMS & SCAFFOLDINGSScaffolding802.02sq.m./hr (1 Carpenter & Labor)79.503.94A.Materials:Scaffolding40pcs.- 2" x 4" x 12' Coco Lumberbd.ft.32020.006,400.00120pcs.- 2" x 3" x 10' Coco Lumberbd.ft.72020.0014,400.004" C.W. Nailkgs.1655.00880.00Forms12mm. Thk x 1.20m x 2.40m Ordinary Plywoodshts.22750.0016,500.0079pcs.- 2" x 3" x 10' Coco Lumberbd.ft.39520.007,900.0060pcs.- 2" x 4" x 12' Coco Lumberbd.ft.48020.009,600.002" C.W. Nailkgs.1160.00660.004" C.W. Nailkgs.1455.00770.0057,110.00B.Labor:2Carpentersdays4366.002,928.002Laborersdays4317.002,536.005,464.00

DIRECT COST62,574.00INDIRECT COST OCM6,257.00 CONTRACTOR'S PROFIT7,509.00 CONTRACTOR'S TAX9,161.00TOTAL COST FOR ITEM V85,501.00Unit cost per cu.m.1,075.48

VII.STEEL WORKS66 SCOPE OF WORK:1. Stringer and Transom Connectionsq.m.19.802. Wire Cablesq.m.66.2435.81453. Cyclone Wire Installation42.004. Steel Floor Slab77.705. SaddleTOTAL AREA = sq.m.66.24A.Materials:

1. STRINGER & TRANSOM CONNECTION8.2mm. Thk x 100mm x 43.7mm x 6.00m C-Channel (Stringer)pcs.246,430.00154,320.00ERROR:#REF!8mm. Thk x 150mm x 52mm x 6.00m C-Channel (Transom)pcs.46,994.0027,976.00ERROR:#REF!6mm. Thk x 75mm x 75mm x 6.00m Angle Barpc.11,960.001,960.00247.5012mm. x 50mm. Hex. Head Stainless Bolts w/ Nut & Washerspcs.14066.009,240.00ERROR:#REF!25020012mm. x 200mm. Concrete Bent Anchor Bolts w/ Nut & Washerspcs.888.00704.0047.25x130162.5 in accordance to ASTM A362.5212mm. x 73mm x 250mm Zinc Plated Round Bend U-Boltpcs.22179.003,938.00 w/ Nut & Washers (High Tensile Strength)16mm. x 6.00m Plain Round Barpc.13420.005,460.0013419mm. G.I. Hook & Eye Turnbucklepcs.48135.006,480.0044210,078.004762. WIRE CABLEERROR:#REF!2.1. Main Cable69.9032mm. x 6 x 19 Class, EIPS, IWRC, Galvanized Wire Ropeln.ft.525454.00238,350.003.8832mm. G.I. Extra Heavy Wire Rope Thimblespcs.865.00520.00524.832mm. G.I. Wire Rope Clip, Heavy Dutypcs.6891.006,188.0038mm. P.E. Pipe Tubing, SDR 11ln.m.3076.002,280.002979x4528.0875.468247,338.0025382.2. Suspender Cable12mm. x 6 x 19 Class, EIPS, IWRC, Galvanized Wire Ropeln.ft.26391.0023,933.00262.412mm. G.I. Wire Rope Clip, Heavy Dutypcs.13214.001,848.0012mm. G.I. Extra Heavy Wire Rope Thimblespcs.4428.001,232.0032126mm. Thk x 75mm x 6.00m Flat Barpc.11,319.001,319.0065x24.37516mm. G.I. Eye & Eye Turnbucklepc.2275.001,650.0019mm. x 50mm High Strength Hex. Head Stainless Boltpcs.2250.001,100.00 w/ Nut & Washers (Fully Threaded)31,082.003.3. Hand Rail Cable16mm. x 6 x 19 Class, EIPS, Galvanized Iron Fiber Core Wire Ropeln.ft.263112.0029,456.0050mm. P.E. Pipe Tubing, SDR 11ln.m.80126.0010,080.0012616mm. G.I. Wire Rope Clip, Heavy Dutypcs.1250.00600.0012mm. x 6.00m Plain Round Barpcs.2286.00572.006mm. Thk x 50mm x 6.00m Flat Barpc.1695.00695.0041,403.003. CYCLONE WIRE INSTALLATION3.1. Main Bridge#10 x 1.20m x 10.00mtrs/roll, w/ 50mm x 50mm Meshrolls81,663.0013,304.003.6 G.I. Interlink/ Cyclone Wire10mm. x 6.00m Plain Round Barpcs.38175.006,650.00

3.2. Stair50mm. x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gaugepcs.82,360.0018,880.00#10 x 1.20m x 10.00mtrs/roll, w/ 50mm x 50mm Meshrolls21,663.003,326.00 G.I. Interlink/ Cyclone Wire10mm. x 6.00m Plain Round Barpcs.10175.001,750.0043,910.004. STEEL FLOOR SLAB1.20m x 2.40m x 6mm thk. Standard Expanded Metal Mesh, 34mm.shts.153,509.0052,635.00 x 135.40mm. Mesh Opening, w/ 6mm thk x 9mm width Strand Dimension166924mm. Thk x 25mm x 25mm x 6.00m Angle Barpcs.12700.008,400.0020030461,035.005. SADDLE25mm. Thk x 1.20m x 2.40m Plain Steel Plate in accordance toshts.232,450.0064,900.00 ASTM A36 Steel Plate19mm. x 300mm Bent Anchor Bolts in accordance to ASTM F1554-36,pcs.16157.002,512.001640 w/ Nut & Washers90X2256011 Welding Rodkgs.4145.00580.0040mm. x 250mm Heavy Hex. Structural Bolts in accordance to pcs.4248.00992.00450 ASTM A32568,984.00B.Labor:2Carpentersdays15366.0010,980.000.044392Weldersdays15366.0010,980.004Masonsdays15366.0021,960.00ERROR:#REF!2Steelmandays15366.0010,980.0010Laborersdays15317.0047,550.00102,450.0074,434.25m1C.Equipment Rental/Fuel:Acetylene (content only)cly.21,200.002,400.00Industrial Oxygen (content only)cly.3700.002,100.001Unit Welding Machinedays43,128.0012,512.001Unit Chain Hoistdays15500.007,500.00Acetylene Cutting Outfitdays2364.00728.001Unit Speed Cutterdays151,500.0022,500.002Units Wire Rope Grip/Pull Lifting Machinesdays151,500.0022,500.0070,240.00

DIRECT COST876,520.00464610.07INDIRECT COST OCM87,652.00 CONTRACTOR'S PROFIT105,182.00 CONTRACTOR'S TAX128,322.00TOTAL COST OF ITEM V1,197,676.00Unit cost per sq.m.18,080.86

VIII.SLOPE PROTECTION WORKS53.1

SCOPE OF WORK:1. Base Foundationcu.m. 18.0018.002. Wallcu.m. 35.1035.1053.10A.Materials:1. BASE FOUNDATIONPortland Cementbags180.00235.0042,300.00180Washed Sandcu.m.8.001,000.008,000.008Gravel (G-1)cu.m.16.001,000.0016,000.0015.1216mm. x 6.00m Def. Reinforcing Steel Barpcs.37.00393.0014,541.00#16 G.I. Tie-wirekgs.3.0070.00210.0081,051.002. WALL100mm. Gravelcu.m.36.00795.0028,620.0035.10pcs.40200.008,000.00Portland Cementbags43.00235.0010,105.0043pcs.40200.008,000.00Washed Sandcu.m.5.001,000.005,000.00512mm. x 6.00m Def. Reinforcing Steel Barpcs.148.00221.0032,708.00#16 G.I. Tie-wirekgs.9.0070.00630.0077,063.00B.Labor:2Carpentersdays12366.008,784.002Masonsdays12366.008,784.008Laborersdays12317.0030,432.0048,000.00

DIRECT COST206,114.00INDIRECT COST OCM20,611.00 CONTRACTOR'S PROFIT24,734.00 CONTRACTOR'S TAX30,175.00TOTAL COST OF ITEM V281,634.00Unit cost per cu.m.5,303.84

IX.MASONRY WORKS(Note: Also includes Plastering Works)34 SCOPE OF WORK:1. Columnssq.m.25.402. Beamssq.m.7.753. Parapetsq.m.1.25sq.m.34.40PLASTERING WORKS (16mm thick on each side)

A.Materials:Portland Cementbags7.00235.001,645.007.003daysSand (for plastering)cu.m.0.551,200.00660.000.552,305.00C.Labor:2Masonsdays3366.002,196.002Laborersdays3317.001,902.004,098.00

DIRECT COST6,403.00INDIRECT COST OCM640.00 CONTRACTOR'S PROFIT768.00 CONTRACTOR'S TAX937.00TOTAL COST FOR VII8,748.00Unit cost per sq.m.254.30

X.PAINTING WORKS311 SCOPE OF WORK:1. Transomsq.m.17.1417.142. Stringerssq.m.49.2549.253. Tension Rodsq.m.3.923.92110.22114.144. Transom Stiffenersq.m.0.920.925. Suspender Fastenersq.m.0.900.906. Handrail (main bridge)sq.m.11.3011.30ERROR:#REF!7. Interlink Dowelsq.m.9.009.008. Floor Edgersq.m.7.207.209. G.I. Pipe Handrailsq.m.7.547.5410. Cyclone Wiresq.m.120.00120.0011. Expanded Floor Meshsq.m.43.2043.2012. Columnssq.m.25.4025.4013. Beamssq.m.7.757.7514. Parapetsq.m.1.251.2515. Steel Platesq.m.5.765.76310.53

A.Materials:Concrete Neutralizergals1443.00443.002.006.5151515152Flat Latex Whitegals3503.001,509.003.003.4804976463Masonry Puttygals2308.00616.001.38Latex White (Semi-Gloss)gals3540.001,620.003.00Thalo Blue Latex Tinting Color (1 liter/can)can173.0073.00ERROR:#REF!Lampblack Latex Tinting Colors (1 liter/can)can163.0063.00Metal Etching Solutiongals.5619.003,095.005.00Metal Primergals.6426.002,556.006.00Quick Dry Enamel Sky Bluegals.8795.006,360.008.00Quick Dry Enamel Silver Finish Aluminum Paintgals.7713.004,991.007.002" Paint Brushpcs.228.0056.004" Paint Brushpcs.245.0090.001" Paint Brushpcs.215.0030.00Paint Roller w/ Handle & Traypc.1110.00110.0021,612.00B.Labor:1Painterdays8366.002,928.002Laborersdays8317.005,072.008,000.00

DIRECT COST29,612.00ERROR:#REF!ERROR:#REF!INDIRECT COST OCM2,961.00330742.18330,148.84 CONTRACTOR'S PROFIT3,553.00323225.06329,212.38 CONTRACTOR'S TAX4,335.00439285.71439,285.71TOTAL COST FOR ITEM X40,461.00ERROR:#REF!ERROR:#REF!Unit cost per sq.m.130.30

XI.DEMOBILIZATIONlot110,000.0010,000.00

DIRECT COST10,000.00INDIRECT COST OCM1,000.00 CONTRACTOR'S PROFIT1,200.00 CONTRACTOR'S TAX1,464.00TOTAL COST FOR ITEM XI13,664.00ERROR:#REF!4,100,000.00ERROR:#REF!Temporary Structures:

1. Erection Cableway.

Construction Procedure:Bridge must be constructed simultaneously

PHASE 1:1. Lay out bridge site, work areas, and stock-pile sites.2. Cut transom, stringers and tension rod.3. Prepare and fabrication of steel bars for footings, columns, beams, stairs, and concrete pad.4. Prepare for tower excavation.5. Start excavation for deadman

BRIDGE25,52576,275533,280611,99585,5011,197,6768,7482,593,125.001,500,000.0040,46136.00X20.8213,6642,593,125

SLOPE PROTECTION281,634

TOTAL2,874,759

GANTT-NEW2Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga City

GANTT CHARTPROJECT :PROP. 36.00 LN. MTRS. STEEL SUSPENSION FOOTBRIDGE w/ 60.00 LN. MTRS. SLOPE PROTECTIONLocation :Intake, Upper Pasonanca, Zamboanga CityProject Cost :0.0Project Duration :Sixty (60) Calendar DaysManpower Requirements:21 Manpower (1-Engineering Assistant, 2-Steelman, 2-Carpenter, 4-Mason, 2-Welder, & 10-Laborers)


NON-ENGINEERING BASIC ITEMSSUPERVISIONENGINEERING BASIC ITEMSI. MOBILIZATIONI. CLEARING AND GRABBING WORKSII. LAYOUT AND EXCAVATION WORKSIII. EMBANKMENT WORKSIV. REINFORCING STEEL WORKSV. STRUCTURAL CONCRETE WORKSVI. FORMS AND SCAFFOLDING WORKSVII. STEEL WORKSVIII. SLOPE PROTECTION WORKSIX. MASONRY WORKSX. PAINTING WORKSXI. DEMOBILIZATION WORKSTOTAL PROJECT COST0.00%CASH OUTLAY REQUIREMENT0.000.000.000.00TARGETED COMPLETION THIS PERIODERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!COMMULATIVE COMPLETION TO DATEERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!



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Detailed Estimate-1Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICTCity of Zamboanga

DETAILED ESTIMATES

DATE : 7-Jan-13PROJECT TITLE:PROP. 42.00 LINEAR METERS STEEL SUSPENSION FOOTBRIDGE NO.1 w/ 30.00 LINEAR METERS SLOPE PROTECTIONPREPARED BY :FELIXBERTO R. CAARE, JR.DESIGNATION:RESEARCHER/ ANALYST A

ITEM NO.D E S C R I P T I O NUNITQTY.UNIT COSTAMOUNT

I.CLEARING & GRABBING WORKS550550.32

SCOPE OF WORK:1. Cutting of trees (where affected areas)2. Removal of other elements that will distrupt the construction activities294.12

Clearing and Grabbing sq.m.46740.0018,680.00Note: Includes labor and equipmentERROR:#REF!

DIRECT COST18,680.00INDIRECT COST28,087.89 OCM1,868.0065.47 CONTRACTOR'S PROFIT2,241.60 CONTRACTOR'S TAX2,734.75TOTAL COST FOR ITEM I25,524.00Unit cost per sq.m.46.38

II.LAYOUT AND EXCAVATION/TEMPORARY FACILITIES/STOCK-PILE/HAULING WORKS141.23

SCOPE OF WORK:volume computation:1. Column Footingscu.m.63.1163.111cu.m./6hr.14.1232. Concrete Landing Padcu.m.2.522.523. Deadmancu.m.75.6075.64. Riprap (Base Foundation)cu.m.3.903.9TOTAL VOLUME = cu.m.141.23145.13A.Materials:16pcs.- 2" x 3" x 12' Coco Lumberbd.ft.96.0020.001,920.00961632pcs.- 2" x 4" x 8' Coco Lumberbd.ft. 171.0020.003,420.0017132#100 Nylon Chordroll1.00150.00150.004" C.W. Nailkgs.4.0055.00220.004.0055,490.00B.Labor:10Laborersdays14317.0044,380.00Surveyorlot15,000.005,000.001Carpenterdays2366.00732.0050,112.00

DIRECT COST55,602.0049,870.00INDIRECT COST OCM5,560.20 CONTRACTOR'S PROFIT6,672.24 CONTRACTOR'S TAX8,140.13TOTAL COST FOR ITEM II75,975.0028,087.89Unit cost per cu.m.801.26193.31104EMBANKMENT(Note: Use Filling Materials for Backfill and Fill)82.03

SCOPE OF WORK:1. Backfill for Column Footingscu.m.51.5751.572. Backfill for Wall Footingscu.m.3.243.243. Fill for Ground Floor Slabcu.m.27.2227.22Total Volume = cu.m.82.03A.Materials: (15% Shrinkage Factor)Filling Materials (Loose Volume)cu.m.95100.009,500.0094.335

B.Equipment Rental:One (01) Unit Plate Compactordays21,920.003,840.002.38

C.Labor:10Manpowerdays2196.003,920.000.4126315789

DIRECT COST17,260.0017,260.00INDIRECT COST OCM1,898.606,624.00 CONTRACTOR'S PROFIT1,898.51 CONTRACTOR'S TAX2,526.85TOTAL COST FOR ITEM 10423,583.9890,398.11Unit cost per cu.m.287.50289.26

SPL-2SOIL POISONING/TERMITE CONTROL136.1136

A.Job Order: (Supply and Application of Chemicals)Soil Poisoning / Termite Controlsq.m.136.5050.006,825.00

DIRECT COST6,825.006,825.00INDIRECT COST OCM750.75 CONTRACTOR'S PROFIT750.724,485.00 CONTRACTOR'S TAX999.18TOTAL COST FOR SPL-29,325.6418,081.00Unit cost per sq.m.68.32

III.EMBANKMENT WORKS(Note: Use Filling Materials for backfill)88

SCOPE OF WORK:Backfill for Column Footingscu.m.62.00Backfill for Deadmancu.m.26.0088.00A.Materials: (25% Shrinkage Factor)Filling Materials (Loose Volume)cu.m.88380.0033,440.00

B.Labor:10Laborersdays9317.002,853.00

C.Equipment Rental:1Unit Tamper Rammer (w/ fuel, w/o operator)days91,290.0011,610.00

DIRECT COST47,903.00INDIRECT COST OCM4,790.30 CONTRACTOR'S PROFIT5,748.36 CONTRACTOR'S TAX7,013.00TOTAL COST FOR ITEM III65,455.00Unit cost per cu.m.743.81

IV.REINFORCING STEEL6341.34

SCOPE OF WORK:1. Column Footingskgs.1,776.002. Columns kgs.1,550.303. Beams & Parapetkgs.255.304. Concrete Pad Landingkgs.170.565. Concrete Stairskgs.330.466. Deadmankgs.2,258.726,341.34A.Materials:kgs.6,341.341. COLUMN FOOTINGSkgs.1,776.00

20mm x 7.50m Def. Reinforcing Steel Bars, Grade 40pcs.40770.0030,800.00740.00020mm x 6.00m Def. Reinforcing Steel Bars, Grade 40pcs.70614.0042,980.001,036.00Hacksaw Bladepcs.656.00336.001,776.0005.92#16 GI Tie Wirekgs.1970.001,330.0075,446.002. COLUMNSkgs.1,550.30

20mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.80614.0049,120.001,184.00010mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.99154.0015,246.00366.30Hacksaw Bladepcs.656.00336.001,550.300#16 GI Tie Wirekgs.16.570.001,155.005.1765,857.003. BEAMS & PARAPETkgs.255.30

20mm x 7.5m Def. Reinforcing Steel Bars, Grade 40pcs.8770.006,160.00148.0020mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.4614.002,456.0059.20010mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.13154.002,002.0048.100Hacksaw Bladepcs.256.00112.00#16 GI Tie Wirekgs.570.00350.00255.30011,080.004. CONCRETE PAD LANDINGkgs.170.56

12mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.32221.007,072.00170.560Hacksaw Bladepc.156.0056.00#16 GI Tie Wirekgs.370.00210.007,338.005. CONCRETE STAIRSkgs.330.46

12mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.62221.0013,702.00330.460Hacksaw Bladepcs.256.00112.00#16 GI Tie Wirekgs.7.5070.00525.0014,339.0014,339.006. DEADMANkgs.2,258.72

20mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pc.40614.0024,560.00592.00016mm x 6.0m Def. Reinforcing Steel Bars, Grade 40pcs.176393.0069,168.001,666.7202,258.720Hacksaw Bladepcs.1256.00672.0011.29#16 GI Tie Wirekg.3870.002,625.0097,025.00B.Equipment Rental:1Unit Bar Cutterdays221,758.0038,676.0038,676.00C.Labor:102Steelmandays22366.0016,104.0011.00fabrication11installation2Welderdays22366.0016,104.004Masondays22366.0032,208.002Carpenterdays22366.0016,104.0080,520.00

DIRECT COST390,281.00INDIRECT COST OCM39,028.10 CONTRACTOR'S PROFIT46,833.72 CONTRACTOR'S TAX57,137.14TOTAL COST FOR ITEM III533,280.00Unit cost per kg.84.10

V.STRUCTURAL CONCRETE85.7804

SCOPE OF WORK:1. Column Footingscu.m.11.682. Columns cu.m.8.203. Beamscu.m.0.744. Parapetcu.m.0.015. Saddle Basecu.m.0.056. Deadmancu.m.42.607. Concrete Pad Landingcu.m.1.808. Stairscu.m.20.70TOTAL VOLUME = cu.m.85.78A.Materials:1. COLUMN FOOTINGS2 units (4.25m x 2.75m x 0.50m)cu.m.11.69Volume = cu.m.11.69tower footingPortland Cementbags117235.0027,495.00116.900cement117bags2bagger mixer30bags/mixer/days2daysWashed Sandcu.m.61,000.006,000.005.850rebars1,776.00kgs.10kgs/hr10steelman3daysGravel (G-1)cu.m.121,000.0012,000.0011.690Gravel Bedding (G-4)cu.m.31,000.003,000.002.92248,495.002. COLUMNS4 units (0.60 x 0.40 x 8.55m)cu.m.8.21Volume = cu.m.8.21

Portland Cementbags82235.0019,270.0082.100cement82bags2bagger mixer30bags/mixer/days2daysWashed Sandcu.m.41,000.004,000.004.110Gravel (G-1)cu.m.81,000.008,000.007.39031,270.00

3. BEAMS, SADDLE BASE & PARAPETB1- 2 units (0.35m x 0.50m x 1.25m)cu.m.0.44B2- 2 units (0.35m x 0.35m x 1.25m)cu.m.0.31Parapetcu.m.0.01Saddle Basecu.m.0.05Volume = cu.m.0.81

Portland Cementbags8235.001,880.008.100Washed Sandcu.m.0.401,000.00400.000.410Gravel (G-1)cu.m.0.801,000.00800.000.8103,080.000.3125inch.4. DEADMANcement363bags2bagger mixer30bags/mixer/days6daysDM- 2 units (3.5m x 3m x 0.60m)cu.m.6.307.9375DM- 2 units (2.5m x 3m x 2m)cu.m.30.00Volume = cu.m.36.30

Portland Cementbags363235.0085,305.00363.000Washed Sandcu.m.181,000.0018,000.0018.150Gravel (G-1)cu.m.36400.0014,400.0036.300117,705.005. CONCRETE PAD LANDINGCPL- 2 units (2.4m x 1.5m x 0.25m)cu.m.1.80Volume = cu.m.1.80

Portland Cementbags18235.004,230.0018.000Washed Sandcu.m.11,000.001,000.000.900Gravel (G-1)cu.m.21,000.002,000.001.8007,230.006. CONCRETE STAIRSVolume = cu.m.20.70cement225bags2bagger mixer30bags/mixer/days4days

Portland Cementbags207235.0048,645.00207.00072.10Washed Sandcu.m.111,000.0011,000.0010.35010.30Gravel (G-1)cu.m.21.01,000.0021,000.0020.7000.500.1580,645.00B.Labor:2Carpentersdays15366.0010,980.00ERROR:#REF!bd.ft.2Weldersdays15366.0010,980.004Masonsdays15366.0021,960.002Steelmandays15366.0010,980.0010Laborersdays15317.0047,550.00102,450.00C.Equipment Rental & Fuel:2Units Bagger Mixerdays151,376.0041,280.00795.00bags of cement13.252Units Concrete Vibratordays151,191.0035,730.001.10liters/1hr.132Premium Gasolineltrs.80856.0045,248.00848.00122,258.00

DIRECT COST513,133.00INDIRECT COST OCM51,313.30 CONTRACTOR'S PROFIT61,575.96 CONTRACTOR'S TAX75,122.67C.Labor:TOTAL COST FOR ITEM III701,144.9320ManpowerdaysUnit cost per kg.ERROR:#DIV/0!ERROR:#DIV/0!

DIRECT COSTERROR:#DIV/0!ERROR:#REF!INDIRECT COST OCMERROR:#DIV/0!234,325.46 CONTRACTOR'S PROFITERROR:#DIV/0!197,349.43 CONTRACTOR'S TAXERROR:#DIV/0!TOTAL COST FOR ITEM 405ERROR:#DIV/0!771513.86Unit cost per cu.m.ERROR:#DIV/0!5,995.08TOTAL COST FOR ITEM IV701,144.93Unit cost per cu.m.8,173.72

VI.FORMS & SCAFFOLDINGSScaffolding802.02sq.m./hr (1 Carpenter & Labor)79.503.94A.Materials:Scaffolding40pcs.- 2" x 4" x 12' Coco Lumberbd.ft.32020.006,400.00120pcs.- 2" x 3" x 10' Coco Lumberbd.ft.72020.0014,400.004" C.W. Nailkgs.1655.00880.00Forms12mm. Thk x 1.20m x 2.40m Ordinary Plywoodshts.22750.0016,500.0079pcs.- 2" x 3" x 10' Coco Lumberbd.ft.39520.007,900.0060pcs.- 2" x 4" x 12' Coco Lumberbd.ft.48020.009,600.002" C.W. Nailkgs.1160.00660.004" C.W. Nailkgs.1455.00770.0057,110.00B.Labor:2Carpentersdays4366.002,928.002Laborersdays4317.002,536.005,464.00

DIRECT COST62,574.00INDIRECT COST OCM6,257.40 CONTRACTOR'S PROFIT7,508.88 CONTRACTOR'S TAX9,160.83TOTAL COST FOR ITEM V85,501.00Unit cost per cu.m.1,075.48

VII.STEEL WORKS86 SCOPE OF WORK:1. Stringer and Transom Connectionsq.m.19.802. Wire Cablesq.m.66.243. Cyclone Wire Installation4. Steel Floor Slab5. SaddleTOTAL AREA = sq.m.86.04A.Materials:

1. STRINGER & TRANSOM CONNECTION8.2mm. Thk x 100mm x 43.7mm x 6.00m C-Channel (Stringer)pcs.286,430.00180,040.00ERROR:#REF!8mm. Thk x 150mm x 52mm x 6.00m C-Channel (Transom)pcs.56,994.0034,970.00ERROR:#REF!6mm. Thk x 75mm x 75mm x 6.00m Angle Barpc.21,960.003,920.00247.5012mm. x 50mm. Hex. Head Stainless Bolts w/ Nut & Washerspcs.16466.0010,824.00ERROR:#REF!25020012mm. x 200mm. Concrete Bent Anchor Bolts w/ Nut & Washerspcs.888.00704.0061.38x130162.5 in accordance to ASTM A363.2712mm. x 73mm x 250mm Zinc Plated Round Bend U-Boltpcs.26179.004,654.00 w/ Nut & Washers (High Tensile Strength)16mm. x 6.00m Plain Round Barpc.15420.006,300.0013419mm. G.I. Hook & Eye Turnbucklepcs.56135.007,560.0044248,972.004762. WIRE CABLEERROR:#REF!2.1. Main Cable81.3032mm. x 6 x 19 Class, EIPS, IWRC, Galvanized Wire Ropeln.ft.595454.00270,130.004.5232mm. G.I. Extra Heavy Wire Rope Thimblespcs.865.00520.00524.832mm. G.I. Wire Rope Clip, Heavy Dutypcs.6891.006,188.0038mm. P.E. Pipe Tubing, SDR 11ln.m.3076.002,280.002979x4528.0875.468279,118.0025382.2. Suspender Cable12mm. x 6 x 19 Class, EIPS, IWRC, Galvanized Wire Ropeln.ft.30491.0027,664.00262.412mm. G.I. Wire Rope Clip, Heavy Dutypcs.15014.002,100.0012mm. G.I. Extra Heavy Wire Rope Thimblespcs.5028.001,400.0032126mm. Thk x 75mm x 6.00m Flat Barpc.11,319.001,319.0065x24.37516mm. G.I. Eye & Eye Turnbucklepc.2875.002,100.0019mm. x 50mm High Strength Hex. Head Stainless Boltpcs.2850.001,400.00 w/ Nut & Washers (Fully Threaded)35,983.003.3. Hand Rail Cable16mm. x 6 x 19 Class, EIPS, Galvanized Iron Fiber Core Wire Ropeln.ft.316112.0035,392.0050mm. P.E. Pipe Tubing, SDR 11ln.m.92126.0011,592.0012616mm. G.I. Wire Rope Clip, Heavy Dutypcs.1250.00600.0012mm. x 6.00m Plain Round Barpcs.3286.00858.006mm. Thk x 50mm x 6.00m Flat Barpc.1695.00695.0049,137.003. CYCLONE WIRE INSTALLATION3.1. Main Bridge#10 x 1.20m x 10.00mtrs/roll, w/ 50mm x 50mm Meshrolls101,663.0016,630.003.6 G.I. Interlink/ Cyclone Wire10mm. x 6.00m Plain Round Barpcs.39175.006,825.00

3.2. Stair50mm. x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gaugepcs.82,360.0018,880.00#10 x 1.20m x 10.00mtrs/roll, w/ 50mm x 50mm Meshrolls21,663.003,326.00 G.I. Interlink/ Cyclone Wire10mm. x 6.00m Plain Round Barpcs.10175.001,750.0047,411.004. STEEL FLOOR SLAB1.20m x 2.40m x 6mm thk. Standard Expanded Metal Mesh, 34mm.shts.183,509.0063,162.00 x 135.40mm. Mesh Opening, w/ 6mm thk x 9mm width Strand Dimension166924mm. Thk x 25mm x 25mm x 6.00m Angle Barpcs.14700.009,800.0020030472,962.005. SADDLE25mm. Thk x 1.20m x 2.40m Plain Steel Plate in accordance toshts.232,450.0064,900.00 ASTM A36 Steel Plate19mm. x 300mm Bent Anchor Bolts in accordance to ASTM F1554-36,pcs.16157.002,512.001640 w/ Nut & Washers90X2256011 Welding Rodkgs.4145.00580.0040mm. x 250mm Heavy Hex. Structural Bolts in accordance to pcs.4248.00992.00450 ASTM A32568,984.00B.Labor:2Carpentersdays15366.0010,980.000.039342Weldersdays15366.0010,980.004Masonsdays15366.0021,960.00ERROR:#REF!2Steelmandays15366.0010,980.0010Laborersdays15317.0047,550.00102,450.0074,434.25m1C.Equipment Rental/Fuel:Acetylene (content only)cly.21,200.002,400.00Industrial Oxygen (content only)cly.3700.002,100.001Unit Welding Machinedays43,128.0012,512.001Unit Chain Hoistdays15500.007,500.00Acetylene Cutting Outfitdays2364.00728.001Unit Speed Cutterdays151,500.0022,500.002Units Wire Rope Grip/Pull Lifting Machinesdays151,500.0022,500.0070,240.00

DIRECT COST975,257.00464610.07INDIRECT COST OCM97,525.70 CONTRACTOR'S PROFIT117,030.84 CONTRACTOR'S TAX142,777.62TOTAL COST OF ITEM V1,332,591.16Unit cost per sq.m.15,488.04

VIII.SLOPE PROTECTION WORKS30LNM53.1

SCOPE OF WORK:1. Base Foundationcu.m. 18.0018.002. Wallcu.m. 35.1035.10

A.Materials:53.101. BASE FOUNDATIONPortland Cementbags180.00235.0042,300.00180Washed Sandcu.m.8.001,000.008,000.008Gravel (G-1)cu.m.16.001,000.0016,000.0015.1216mm. x 6.00m Def. Reinforcing Steel Barpcs.37.00393.0014,541.00#16 G.I. Tie-wirekgs.3.0070.00210.0081,051.002. WALL100mm. Gravelcu.m.36.00795.0028,620.0035.10pcs.40200.008,000.00Portland Cementbags43.00235.0010,105.0043pcs.40200.008,000.00Washed Sandcu.m.5.001,000.005,000.00512mm. x 6.00m Def. Reinforcing Steel Barpcs.148.00221.0032,708.00#16 G.I. Tie-wirekgs.9.0070.00630.0077,063.00B.Labor:2Carpentersdays12366.008,784.002Masonsdays12366.008,784.008Laborersdays12317.0030,432.0048,000.00

DIRECT COST206,114.00INDIRECT COST OCM20,611.40 CONTRACTOR'S PROFIT24,733.68 CONTRACTOR'S TAX30,175.09TOTAL COST OF ITEM V281,634.00Unit cost per cu.m.5,303.84

IX.MASONRY WORKS(Note: Also includes Plastering Works)34 SCOPE OF WORK:1. Columnssq.m.25.402. Beamssq.m.7.753. Parapetsq.m.1.25sq.m.34.40PLASTERING WORKS (16mm thick on each side)

A.Materials:Portland Cementbags7.00235.001,645.007.003daysSand (for plastering)cu.m.0.551,200.00660.000.552,305.00C.Labor:2Masonsdays3366.002,196.002Laborersdays3317.001,902.004,098.00

DIRECT COST6,403.00INDIRECT COST OCM640.30 CONTRACTOR'S PROFIT768.36 CONTRACTOR'S TAX937.40TOTAL COST FOR VII8,749.06Unit cost per sq.m.254.33

X.PAINTING WORKS311 SCOPE OF WORK:1. Transomsq.m.17.1417.142. Stringerssq.m.49.2549.253. Tension Rodsq.m.3.923.92110.22114.144. Transom Stiffenersq.m.0.920.925. Suspender Fastenersq.m.0.900.906. Handrail (main bridge)sq.m.11.3011.30ERROR:#REF!7. Interlink Dowelsq.m.9.009.008. Floor Edgersq.m.7.207.209. G.I. Pipe Handrailsq.m.7.547.5410. Cyclone Wiresq.m.120.00120.0011. Expanded Floor Meshsq.m.43.2043.2012. Columnssq.m.25.4025.4013. Beamssq.m.7.757.7514. Parapetsq.m.1.251.2515. Steel Platesq.m.5.765.76310.53

A.Materials:Concrete Neutralizergals1443.00443.002.006.5151515152Flat Latex Whitegals3503.001,509.003.003.4804976463Masonry Puttygals2308.00616.001.38Latex White (Semi-Gloss)gals3540.001,620.003.00Thalo Blue Latex Tinting Color (1 liter/can)can173.0073.00ERROR:#REF!Lampblack Latex Tinting Colors (1 liter/can)can163.0063.00Metal Etching Solutiongals.5619.003,095.005.00Metal Primergals.6426.002,556.006.00Quick Dry Enamel Sky Bluegals.8795.006,360.008.00Quick Dry Enamel Silver Finish Aluminum Paintgals.7713.004,991.007.002" Paint Brushpcs.228.0056.004" Paint Brushpcs.245.0090.001" Paint Brushpcs.215.0030.00Paint Roller w/ Handle & Traypc.1110.00110.0021,612.00B.Labor:1Painterdays8366.002,928.002Laborersdays8317.005,072.008,000.00

DIRECT COST29,612.00ERROR:#REF!ERROR:#REF!INDIRECT COST OCM2,961.20330742.18330,148.84 CONTRACTOR'S PROFIT3,553.44323225.06329,212.38 CONTRACTOR'S TAX4,335.20439285.71439,285.71TOTAL COST FOR ITEM VIII40,461.84ERROR:#REF!ERROR:#REF!Unit cost per sq.m.130.30

XI.DEMOBILIZATIONlot110,000.0010,000.00

DIRECT COST10,000.00INDIRECT COST OCM1,000.00 CONTRACTOR'S PROFIT1,200.00 CONTRACTOR'S TAX1,464.00TOTAL COST FOR ITEM VIII13,664.00ERROR:#REF!4,100,000.00ERROR:#REF!Temporary Structures:

1. Erection Cableway.

Construction Procedure:Bridge must be constructed simultaneously

PHASE 1:1. Lay out bridge site, work areas, and stock-pile sites.2. Cut transom, stringers and tension rod.3. Prepare and fabrication of steel bars for footings, columns, beams, stairs, and concrete pad.4. Prepare for tower excavation.5. Start excavation for deadman

BRIDGE25,52475,975533,280701,14585,5011,332,5918,7492,816,890.991,500,000.0040,46236.00X19.1713,6642,816,891

SLOPE PROTECTION281,634

TOTAL3,098,525

GANTT-NEW1Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga City

GANTT CHARTPROJECT :PROP. 36.00 LN. MTRS. STEEL SUSPENSION FOOTBRIDGE w/ 30.00 LN. MTRS. SLOPE PROTECTIONLocation :Intake, Upper Pasonanca, Zamboanga CityProject Cost :Php3,107,178.00Project Duration :Sixty (60) Calendar DaysManpower Requirements:21 Manpower (1-Engineering Assistant, 2-Steelman, 2-Carpenter, 4-Mason, 2-Welder, & 10-Laborers)


NON-ENGINEERING BASIC ITEMSSUPERVISION0.00%ENGINEERING BASIC ITEMSI. MOBILIZATIONI. CLEARING AND GRABBING WORKSPhP25,524.000.82%6,3816,3816,3816,381II. LAYOUT AND EXCAVATION WORKSPhP75,975.002.45%Php5,426.79Php5,426.79Php5,426.79Php5,426.79Php5,426.79Php5,426.79Php5,426.79Php5,426.79Php5,426.79Php5,426.79Php5,426.79Php5,426.79Php5,426.79Php5,426.79III. EMBANKMENT WORKSPhP100,540.003.24%PhP11,171.11PhP11,171.11PhP11,171.11PhP11,171.11PhP11,171.11PhP11,171.11PhP11,171.11PhP11,171.11PhP11,171.11IV. REINFORCING STEEL WORKSPhP533,280.0017.16%Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00Php24,240.00V. STRUCTURAL CONCRETE WORKSPhP684,797.0022.04%45,65345,65345,65345,65345,65345,65345,65345,65345,65345,65345,65345,65345,65345,65345,653VI. FORMS AND SCAFFOLDING WORKSPhP85,501.002.75%PhP21,375.25PhP21,375.25PhP21,375.25PhP21,375.25VII. STEEL WORKSPhP1,197,677.0038.55%Php79,845.13Php79,845.13Php79,845.13Php79,845.13Php79,845.13Php79,845.13Php79,845.13Php79,845.13Php79,845.13Php79,845.13Php79,845.13Php79,845.13Php79,845.13Php79,845.13Php79,845.13VIII. SLOPE PROTECTION WORKSPhP341,009.0010.97%28,41728,41728,41728,41728,41728,41728,41728,41728,41728,41728,41728,417IX. MASONRY WORKSPhP8,749.000.28%2,9162,9162,916X. PAINTING WORKSPhP40,462.001.30%5,0585,0585,0585,0585,0585,0585,0585,058XI. DEMOBILIZATION WORKSPhP13,664.000.44%PhP6,832.00PhP6,832.00TOTAL PROJECT COSTPhp3,107,178.00100%CASH OUTLAY REQUIREMENT678,364.31651,613.49698,619.691,078,580.51TARGETED COMPLETION THIS PERIOD21.83%20.97%22.48%34.71%COMMULATIVE COMPLETION TO DATE21.83%42.80%65.29%100.00%



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M.O. elec. upgradeRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City

Project:PROP. UPGRADING OF VEE-PHASE AC PRIMARY DISTRIBUTION LINE & ELECTRICAL FACILITY REHABILITATIONLocation: ZCWD Main Office, Pilar Street, Zamboanga CityScope of Works:CIVIL WORKS NON - ENGINEERING BASIC COSTA. Supervision ENGINEERING BASIC COSTI. MobilizationII. Final Staking/ Lay-outing/ Line & GradeIII. Demolition WorksIV. Concrete Cutting & BreakingV. Steel WorksVI. Concreting WorksVII. Excavation WorksVIII. Masonry WorksIX. Carpentry WorksX. Fabrication of Steel Underground Wiring CoverXI. Drainage InstallationXII. Erection of Electrical PostXIII. Supply of Materials, Labor & Construction of Genset FoundationXIV. Supply of Materials, Labor & Construction of Genset Shed & FenceXV. Fabrication & Installation of Cable TrayXVI. Painting WorksXVII. DemobilizationELECTRICAL WORKSI. UPGRADING VEE PHASE TO THREE PHASE AC POWER DISTRIBUTION LINE1. Mobilization of Equipments, Accessories and Staff to Project Site (Procurement Period)2. Securing Electrical Permits and Oother Permits Necessary for the Project3. Clearing/ Preparation of Right of Way4. Final, Staking, Boreholing and Supply & Installation of Pole5. Supply and Installation of Pole Dressing, Grounding and Accessories6. Supplu, Stringing and Lay-Outing of Approx. 30 L.M. Three Phase Line7. Supply, Testing and Installation of Transformers, Circuit Protection and Secondary Installation8. Supply and Installationof KWH Meter, Service Entrance and Accessoies9. Energization, Testing and Commisioning10. DemobilizationII. DECOMISSIONING OF EXISTING POWER SUPPLIES1. Dismantlement of Existing 25kVA Distribution Transformer, Circuit Protections, Installed Metering, Pole Construction and Dressing, Grounding and Accessories.2. Dismantlement of Existing 50kVA Distribution Transformer, Circuit Protections, Installed Metering, Pole Construction and Dressing, Grounding and Accessories.III. SECONDARY AC ELECTRICAL WORKS1. Mobilization/Demobilization2. Rehabilitation of Building Main Service Equipment and Service ProtectionELECTRO-MECHANICAL WORKSI. PROPOSED GENERATOR AND AUTOMATIC TRANSFER SWITCH1. Supply, Installation, Testing & Commissioning of 185 - 230 kVA Rated Prime Power, Skid-Mounted, Closed Type Generating Set &One (1) Unit Automatic Transfer Switch (ATS)

Cost of Project:Php3,126,013.26

ITEM NO.D E S C R I P T I O NUNITQTY.UNIT COSTAMOUNTCIVIL WORKS: NON - ENGINEERING BASIC COSTA.SUPERVISION1- Engineering Assistantdays20524.0010,480.0010,480.00

DIRECT COST10,480.00

ENGINEERING BASIC COSTI.Mobilizationlot15,000.005,000.005,000.00Php2,336,464.72DIRECT COST5,000.00

II.FINAL STAKING/ LAY-OUTING/ LINE AND GRADE2525A.Material:2pcs. - 2" x 3" x 8' Coco Lumberbd.ft.820.00160.0012mm. Clear Hoseln.m.1012.00120.004" C.W. Nailkg.158.0058.00338.00B.Labor:1- Carpenterday1366.00366.001- Laborerday1317.00317.00683.00G.I.DIRECT COST1,021.000310.00III.DEMOLITION WORKS7.04120.007.04A.Labor:4- Laborersdays2317.002,536.002,536.00

DIRECT COST2,536.00

IV.CONCRETE CUTTING & BREAKING29.530A.Equipment Rental:121- Unit Concrete Cutter (w/ fuel and operator)day11,758.001,758.001- Unit Jack Hammer w/ Compressor (w/ fuel and operator)day110,406.0010,406.0012,164.00B.Labor:25.03333333331- Laborerday1317.00317.00317.00


V.STEEL WORKS221.76221.76A.Material:*10mm. x 6.00m. Def. Reinforcing Steel Barspcs.60168.0010,080.007.00pcs.#16 G.I. Tie-wirekgs.875.00600.004.46Hacksaw Bladepcs.462.00248.0035.0010,928.00B.Labor:1.201- Carpenter/ Steelmandays2366.00732.005.002- Laborersdays2317.001,268.00125.001- Masondays2366.00732.0025.002,732.007.50

DIRECT COST13,660.003.696

VI.CONCRETING WORKS2.660.922.66A.Material:4.22CU.M.Portland Cementbags26260.006,760.001.56CU.M.Washed Sandcu.m.1.50900.001,350.002.66CU.M.Gravel (G-1)cu.m.2.50900.002,250.0025.9922pcs. - 1" x 5" x 8' Coco Lumberbd.ft.7320.001,460.001.418pcs. - 2" x 3" x 8' Coco Lumberbd.ft.3220.00640.002.234" C.W. Nailkgs.258.00116.0010.423" C.W. Nailkgs.259.00118.0022.0012,694.001.38

B.Labor:1- Carpenter/ Steelmandays3366.001,098.002- Laborersdays3317.001,902.001- Masondays3366.001,098.004,098.00C.Equipment Rental:1- Unit One Bagger Concrete Mixer (w/ operator)days21,376.002,752.00Premium Gasolineliters2060.001,200.003,952.00

DIRECT COST20,744.004.221.05VII.EXCAVATION WORKS4.224.22A.Labor:1- Carpenter/ Steelmanday1366.00366.002- Laborersday1317.00634.001- Masonday1366.00366.001,366.00

DIRECT COST1,366.00

VIII.MASONRY WORKS4.7555A.Material:1.Laying of CHB & Concrete Louver Blocks150mm. X 150mm. X 300mm. Concrete Louver Blockspcs.2432.20772.80150mm. x 200mm. x 400mm. CHB (NLB)pcs.6015.00900.004.80Portland Cementbags3260.00780.000.55Washed Sandcu.m.0.25900.00225.0010mm. x 6.00m. Def. Reinforcing Steel Barpcs.4168.00672.00#16 G.I. Tie-wirekg. 175.0075.00Hacksaw Bladepc.162.0062.003,486.80871.702.Plastering (both sides)Sand (for plastering)cu.m.0.201,500.00300.00Portland Cement bags3260.00780.001,080.00270.001,141.70B.Labor:1- Masondays3366.001,098.002- Laborersdays3317.001,902.003,000.00

DIRECT COST7,566.80

IX.CARPENTRY WORKS15.4515A.Material:1.Ceiling Works6mm. Thk. x 1.20m. x 2.40m. Marine Plywoodshts.3639.751,919.2519pcs. - 2" x 2" x 8' Lauan Woodbd.ft.5137.001,887.002" Finishing Nailkg.166.0066.004" Concrete Nailkg.183.0083.003" C.W. Nailkg.159.0059.000.02.Supply/ Installation of DoorsD-1 - 800mm. x 2100mm. Steel Door Plain Type - Gauge 18, Zinc Coatedset110,458.0010,458.00 Finished in Light Gray Epoxy - Urethane Primer, w/ 16 Gauge Galvanized Steel Frame Jamb (Wrap around frame) Zinc Coated Finished in Light Gray Epoxy Urethane Primer, w/ 4 1/2" x 4 1/2" Steel Hinges (Non-removable pin hinges) and Stainless Steel Finish Knob Style Lockset and provide Aluminum Threshold

D-2 - 700mm. x 2100mm. Flush Type, using 6mm. Thk. Marine Plywoodsets45,457.7721,831.08 Both Sides, w/ 50mm. x 150mm. Hardwood Jamb, Provide 500mm. x 650mm. Wooden Louver, provide 4-75mm. x 75mm. Loose Pin Hinges and Knob Style Stainless Finish Lockset

D-3 - 700mm. X 1300mm. Flush Type, using 6mm. thk. Marine Plywoodset13,947.003,947.00 Both Sides, w/ 50mm. x 150mm. Hardwood Jamb, provide 3-75mm. x 75mm. Fixed Hinges and Stainless Steel Finish Knob Style Lockset

3.Installation of Fabricated Insect Screen600mm. x 1800mm., 1/18" Mesh Aluminum Insect Screen on 25mm.set1782.00782.00337.00 Wood Frame374.0041,032.33711.00B.Labor:2- Carpentersdays7366.005,124.002- Laborersdays7317.004,438.009,562.00


X.FABRICATION OF STEEL UNDERGROUND WIRING COVER7.58A.Material:6mm. thk x 38mm. x 6.00m. M.S. Flat Barpcs.36619.0022,284.004" Grinding Discpcs.6134.50807.00Hacksaw Bladepcs.662.00372.00Metal Primergals.2426.50853.00Quick Dry Enamel Paint Bluegals.2605.601,211.201" Paint Brushpcs.412.5050.00Lacquer Thinnergal.1462.25462.2526,039.456,509.86B.Labor:1- Welderdays6366.002,196.002- Laborersdays6317.003,804.006,000.00C.Equipment Rental:1- Unit Angle Grinderdays6300.001,800.001- Unit Welding Machine, w/ Complete Accessoriesdays63,440.0020,640.0022,440.00


XI.DRAINAGE INSTALLATION4.54A.Material:50mm. P.E. Tubing, SDR-11ln.mtrs4.50215.92971.640.16Portland Cementbags2260.00520.001.60Washed Sandcu.m.0.10900.0090.000.09Gravel (G-1)cu.m.0.15900.00135.000.141,716.64B.Labor:1- Laborersday1317.00317.001- Carpenter/ Steelmanday1366.00366.001- Masonday1366.00366.001,049.00

DIRECT COST2,765.64

XII.ERECTION OF ELECTRICAL POST1QUANTITY = 1.00 UNITA.Material:Portland Cementbags6260.001,560.00Washed Sandcu.m.0.30900.00270.00Gravel (G-1)cu.m.0.50900.00450.00*16mm. x 6.00m. Def. Reinforcing Steel Barspcs.6403.002,418.00#16 G.I. Tie-wirekg.175.0075.004pcs. - 2" x 4" x 10' Coco Lumberbd.ft.2720.00540.0010pcs. - 2" x 3" x 10' Coco Lumberbd.ft.5020.001,000.004" C.W. Nailkgs.258.00116.006,429.00B.Labor:1- Carpenter/ Steelmandays2366.00732.002- Laborersdays2317.001,268.001- Masondays2366.00732.002,732.00C.Equipment Rental:1- Unit Concrete Drillday1300.00300.00300.00

DIRECT COST9,461.00

XIII.Supply of Materials, Labor & Construction of Genset Foundation5.445.44Supply & Construction of Genset Base Foundationincluding excavation & steel worksA. Materials:Portland cementbags49260.0012,740.0035bags5.4444444444278.009,730.00Washed Sandcu.m.3900.002,700.002cu.m.1,050.002,100.00Gravel (G1)cu.m.4900.003,600.004cu.m.945.003,780.00150mm Boulderscu.m.1900.00900.000.3cu.m.945.00284.00*12mm x 6.00m Deform Rein. Steel Barspcs.34235.007,990.0015pcs.251.003,765.00#16 G.I. Tie Wire kgs.475.00300.005kgs.84.00420.0019mm x 350mm Anchor Bolt w/ Nut & Washersets4211.00844.004sets211.00844.00*12mmThk. x 1.20m x 2.40m Ordinary Plywoodshts.3750.002,250.003shts.861.002,583.0020 pcs. - 2" x 2" x 10' Coco Lumberbd.ft.4020.00800.0040bd.ft.21.00840.004" C.W. Nail kgs.258.00116.002kgs.67.00134.002 1/2" C.W. Nail kgs.263.00126.002kgs.70.00140.002" C.W. Nail kgs.263.00126.002kgs.70.00140.0024,760.0032,492.00

B. Labor:1lot9,904.009,904.001- Carpenterdays5366.001,830.001- Steelmandays5366.001,830.001- Masondays5366.001,830.002- Laborersdays5317.003,170.002days1,500.003,000.008,660.002days10,407.0020,814.0023,814.0058,478.00C. Equipment Rental:1- Unit Jackhmmer w/ compressor & Operatordays210,407.0020,814.0020,814.00

DIRECT COST61,966.0024ln.m520.0012,480.00XIV.Supply of Materials, Labor & Construction of Genset Shed & Fence23.59150pcs.3.00450.0024A. Materials:4tubes400.001,600.001.Roof Framing:5pcs.3,031.0015,155.001133mm. Width x 3225mm. Length Spandek 1220pcs.51,677.008,385.002pcs.9,650.0019,300.004mm. x 50mm. Tek Screw (Full Thread Type)pcs.1303.00390.008pcs.300.002,400.0050mm x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gaugepcs.92,8

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