tiao him - guard house

BOMCERepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City

Project:Proposed Construction/Rehabilitation of Retaining Wall at Tamion Production WellLocation:Lower Tamion, Vitali, Zamboanga CityScope of Works:Construction of 30.00 Linear Meters of Concrete Retaining WallConstruction of 56.46 Linear Meter of Steel Perimeter FenceA. NON- ENGINEERING BASIC ITEMSA. SUPERVISIONB. Construction of Temp. FacilitiesB. ENGINEERING BASIC ITEMSI.MOBILIZATION/HAULING OF MATERIALSII.DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAPIII.DIVERSION WORKSIV.CONCRETING WORKSV.SCAFFOLDING WORKSVI.REBAR WORSVII.DEMOBILIZATION

Cost of Project:Php1,883,583.00

BILL OF MATERIALS AND COST ESTIMATEItem DescriptionQtyUnitUnit CostSub - TotalTotal

A. NON- ENGINEERING BASIC ITEMSA. SUPERVISION1- Engineering Assistant54days542.0029,268.0029,268.00Direct Cost29,268.00OCM2927.00Total Cost of Item A32,195.00

B. CONSTRUCTION OF TEMP. FACILITIES (Area = 3.00mtrs. X 5.00mtrs., 1 - Unit)A. Materials26 pcs. - 2" x 4" x 10' Coco Lumber173bd.ft.20.003,460.0018 pcs. - 2" x 3" x 10' Coco Lumber90bd.ft.20.001,800.0016 pcs. - 2" x 2" x 10' Coco Lumber53bd.ft.20.001,060.0012mm thk x 1.20m x 2.40m Ordinary Plywood18shts.750.0013,500.00Gauge 26 x 1.80m Length Corrugated G.I. Roofing Sheets18shts.221.003,978.00Gauge 26 x 1.20m x 2.40m G.I. Plain Sheet1sht.425.00425.002" C.W. Nail2kgs.70.00140.003" C.W. Nail1kg.63.0063.004" C.W. Nail2kg.63.00126.00Padlock (Big)1pc.150.00150.003-1/2" Loose Pin Hinges3pairs220.00660.001/8" G.I. Chain (1Kg. Equal to 2mtrs.)1kg.110.00110.002" C.W. Umbrella Roofing Nails2kgs.65.00130.0025,602.00

B. Labor:2- Carpenters6days366.004,392.004- Laborers6days317.007,608.0012,000.0037,602.00

B. ENGINEERING BASIC ITEMSI.MOBILIZATION/HAULING OF MATERIALSA. Equipment Rental1- Unit Forward Truck (w/Driver)14days5,500.0077,000.00Diesel2,800liters49.00137,200.00214,200.00

B. Labor4- Laborers14days317.0017,752.0017,752.00Direct Cost231,952.00OCM23195.00Total Cost of Item I255,147.00

II.DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAPDemolition of existing Rip-rapA. LaborA:4.68cu.m.2- Carpenters8days366.005,856.00L:28m4- Masons8days366.0011,712.00Vol:131cu.m.6- Laborers8days317.0015,216.0032,784.00Demolition:0.2cu.m./hr.Direct Cost32,784.00t:6hr.OCM3,278.00manpower:20Total Cost of Item II36,062.00day:10days

III.DIVERSION WORKSClearing & GrabingNote: Diversion the flow of water from river.A:180sq.m.A. Labor:rate:20sq.m./hr.2- Carpenters10days366.007,320.00day:1.5days4- Masons10days366.0014,640.004- Steelman10days366.0014,640.00Sand Barricade12- Laborers10days317.0038,040.0074,640.00L:40linear metersH:2m.B. Equipment Rental/Fuel:W:1.2m.1- Water Pump10days500.005,000.00Vol:96cu.m.Gasoline40liters57.002,280.007,280.00Direct Cost81,920.00Excavation of sand at siteOCM8,192.00day:4.8daysTotal Cost of Item III90,112.00Hauling ManuallyIV.CONCRETING WORKSrate:1.22cu.m./hr./2man workA. Materials:day:3daysConcretePortland Cement1,337bags230.00307,510.00Washed Sand51cu.m.1,000.0051,000.00Placing Concrete/PouringGravel (G-1)101cu.m.1,000.00101,000.00rate:80bags/day75mm x 3.00m PVC Pipe, Series 1,0008pcs.563.004,504.00464,014.00day:17days

Forms12mm thk x 1.20m x 2.40m Ordinary Plywood21shts.750.0015,750.00Fab. & Installation of Forms124pcs. - 2" x 3" x 8' Coco Lumber496bd.ft.20.009,920.00rate:2.4man hrs./sq.m.1242" C.W. Nail12kgs.63.00756.00Area:323.39sq.m.4" C.W. Nail16kgs.63.001,008.0027,434.00manpower:2carpenterday:11daysB. Labor:2- Carpenters29days366.0021,228.00Fab. & Installation of Rebars4- Masons29days366.0042,456.0016mm x 6.00m Bars:9.46kgs.4- Steelman29days366.0042,456.00Wt.:3,803kgs.12- Laborers29days317.00110,316.00216,456.0012mm x 7.50m Bars:6.65kgs.Wt.:798kgs.C. Equipment Rental/Fuel:12mm x 6.00m Bars:5.32kgs.1- Unit Concrete Bagger Mixer18days2,600.0046,800.00Wt.:2,399kgs.1- Concrete Vibrator18days500.009,000.00Special Gasoline378liters57.0021,546.0077,346.00WT.:7,000kgs.Direct Cost785,250.00rate:10kgs./hr.OCM78,525.00manpower:4steelmanTotal Cost Item IV863,775.004Laborersdays:15daysV.SCAFFOLDING WORKS30A. Materials:8484pcs. - 2" x 4" x 10' Coco Lumber560bd.ft.20.0011,200.00Scaffolding Works:73.7574pcs. - 2" x 3" x 10' Coco Lumber369bd.ft.20.007,380.00rate:1.86sq.m./hr.4" C.W. Nail28kgs.63.001,764.0020,344.00Area:323.39sq.m.manpower:2carpentersB. Labor:day:14days2- Carpenter14days366.0010,248.0010,248.00Direct Cost30,592.00OCM3,059.00Total Cost Item V33,651.00VI.REBAR WORS A. Materials:Hauling of Materials:16mm x 6.00m Def. Reinforcing Steel Bar402pcs.511.00205,422.00Capacity of Forward FV Isuzu:10,160.00kgs.12mm x 7.50m Def. Reinforcing Steel Bar120pcs.363.0043,560.005,080.00kgs.12mm x 6.00m Def. Reinforcing Steel Bar451pcs.290.00130,790.002tripsHacksaw Blade12pcs.53.00636.004trips#16 G.I. Tie-wire139kgs.65.009,035.00389,443.00200liters diesel

B. Labor:Hauling of Sand & Gravel:152cu.m.4- Steelman31days366.0045,384.00rate:8cu.m. per trip4- Laborers31days317.0039,308.0084,692.00no. of trips:19trips2trips per dayC. Equipment Rentalday:10days1- Unit Bar Cutter16days300.004,800.004,800.00diesel:2000litersDirect Cost478,935.00OCM47,894.00cement:1,337bagsTotal Cost Item VI526,829.001 bag of cement:42.7kgs.Wt.:57,089.90kgs.VII.DEMOBILIZATION6tripsA. Labor:no. of trip per day:2trips2- Carpenter1day366.00732.00day:3days4- Mason1day366.001464.004- Steelman1day366.001464.0012- Laborers1day317.003804.007,464.00Direct Cost7,464.00OCM746.00Total Cost Item VII8,210.00

S U M M A R YA. NON- ENGINEERING BASIC ITEMS1,780,135.00A. SUPERVISIONPhP32,195.00B. Construction of Temp. FacilitiesPhP37,602.00B. ENGINEERING BASIC ITEMSI.MOBILIZATION/HAULING OF MATERIALSPhP255,147.00II.DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAPPhP36,062.00III.DIVERSION WORKSPhP90,112.00IV.CONCRETING WORKSPhP863,775.00V.SCAFFOLDING WORKSPhP33,651.00VI.REBAR WORSPhP526,829.00VII.DEMOBILIZATIONPhP8,210.00PhP1,883,583.00

Prepared by:Reviewed & Checked by:Submitted by:

FELIXBERTO R. CAARE, JR.MARIE CLAIRE C. BONGOMARLI P. ACOSTA-DE FIESTAResearcher/Analyst A, (J.O.)Officer-In-ChargeOfficer-In-ChargePlanning & Development SectionPlanning & Development SectionPlanning & Design Division

Recommending Approval for Approved by:Certified as to Availability of Funds:Project Implementation:CARLOS L. PEREZ, SR.ROBERTO R. MENDOZAALEJO S. ROJAS, JR.Officer-In-ChargeAssist. General ManagerAssistant General ManagerEngineering DepartmentFor Finance and Administration Groupfor OperationsApproved for Project Implementation:LEONARDO REY D. VASQUEZGeneral Manager

GanttRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga CityGANTT CHARTPROJECT :Proposed Construction/Rehabilitation of Retaining Wall at Tamion Production WellLocation :Lower Tamion, Vitali, Zamboanga CityProject Cost :Php1,883,583.00Project Duration :Fifty-four (54) Calendar DaysManpower Requirements:23 Manpower (1-Engineering Assistant, 12-Laborers, 4-Steelman, 2-Carpenters, & 4-Masons)

Work ItemAmountsPercent PerfectedC A L E N D A R D A Y S2754

A. NON- ENGINEERING BASIC ITEMSA. SUPERVISIONPhp32,195.001.71%596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596596B. Construction of Temp. FacilitiesPhp37,602.002.00%Php6,267.00Php6,267.00Php6,267.00Php6,267.00Php6,267.00Php6,267.00B. ENGINEERING BASIC ITEMS0.00%I.MOBILIZATION/HAULING OF MATERIALSPhp255,147.0013.55%18,22518,22518,22518,22518,22518,22518,22518,22518,22518,22518,22518,22518,22518,225II.DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAPPhp36,062.001.91%Php3,606.20Php3,606.20Php3,606.20Php3,606.20Php3,606.20Php3,606.20Php3,606.20Php3,606.20Php3,606.20Php3,606.20III.DIVERSION WORKSPhp90,112.004.78%9,0119,0119,0119,0119,0119,0119,0119,0119,0119,011IV.CONCRETING WORKSPhp863,775.0045.86%29,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,78529,785V.SCAFFOLDING WORKSPhp33,651.001.79%24042404240424042404240424042404240424042404240424042404VI.REBAR WORSPhp526,829.0027.97%16,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,99416,994VII.DEMOBILIZATIONPhp8,210.000.44%8,210.00TOTAL PROJECT COSTPhp1,883,583.00100%CASH OUTLAY REQUIREMENT750,112.111,133,470.89TARGETED COMPLETION THIS PERIOD39.82%60.18%COMMULATIVE COMPLETION TO DATE39.82%100.00%

Recommending Approval forApproved for Project Implementation:Prepared 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.LEONARDO REY D. VASQUEZResearcher/Analyst A (J.O.)Officer-In-ChargeOfficer-In-ChargeOfficer-In-ChargeAssistant General Manager for OperationsGeneral ManagerPlanning & Development SectionPlanning & Development SectionPlanning & Design DivisionEngineering 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 S123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354

a. Supervision1-EA54111111111111111111111111111111111111111111111111111111b. 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-L29121212121212121212121212121214222222222222222222222222225e. Scaffolding Works2-C14222222222222226f. Rebar Works4-STL, 4-L31124444444448888888888888887g. Demobilization2-C, 4-M, 4-STL, 10-L122232323232323232323232323232323232323232323232323232323232323232323232323232323232323232323232323111111a1-EAb2-C, 4-L

114-L8222-C, 4-M, 2-L8332-C, 4-M, 4-STL, 10-L12442-C, 4-M, 4-STL, 10-L552-C664-STL772-C, 4-M, 4-STL, 10-L2525252727

LABOR ESTIMATELabor 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.f.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

PERT-CPMPERT - CPMACTIVITIESDURATION (Days)A - Construction of temporary facilities6B - Hauling of materials/ Mobilization14C - Divertion Works (Divert direction of water flow from river)10D - Demolition of existing riprap10E - Lay - outing works1F - Excavation for Base Foundation6G - Fabrication and installation of steel bar for base foundation14H - Concrete pouring on base foundation2I - Fabrication and installation of steel bar for first lift1J - Fabrication and installation of forms and scaffolding2K - Concrete pouring on first lift1L - Fabrication and installation of steel bar for second lift128M - Fabrication and installation of forms and scaffolding226N - Concrete pouring on second lift1O - Fabrication and installation of steel bar for third lift1P - Fabrication and installation of forms and scaffolding3Q - Concrete pouring on third lift1R - Fabrication and installation of steel bar for fourth lift1S - Installation of weepholes1T - Fabrication and installation of forms and scaffolding3U - Concrete pouring on fourth lift1V - Fabrication and installation of steel bar for fifth lift1W - Installation of weepholes1X - Fabrication and installation of forms and scaffolding3Y - Concrete pouring on fifth lift1Z - Installation of granular gravel filter1A' - Backfill2B' - Demobilization1Excavation of base foundation:Due:L:30mtrs.manpower:24laborersW:2.3mtrs.rate:0.7cu.m./man/dayDEPTH:1.5mtrs.Volume:103.5cu.m.Duration:6daysFabrication & installation of base steel bar:no. of bars:118pcs. - 12mm bars (top & bottom longitudinal bars)L1:2.85mtrs.L2:2.85mtrs.n:402pcs.2pcs. Of 2.85mtrs. Per 6.00m. Bars201pcs. -16mm transverse barStem1Vertical:201pcs. - 16mm barsDue:manpower:8Horizontal @ 1.20mrate:10kg/hr for fabrication, 1 steelman64pcs. - 12mm bars10kg/hr for installation, 2 steelmanweight:4,772.33kgs. Total weightBar sizeNo. of barskgs.Wt12mm1825.322968.604Duration:fabrication16mm4029.4623,803.7215installationfor base foundation:Bar sizeNo. of barskgs.WtDue:12mm1185.322627.996manpower:816mm4029.4623,803.72rate:10kg/hr for fabrication, 1 steelman10kg/hr for installation, 2 steelmanweight:4,431.72kgs. Total weightDuration:fabrication14installation14daysPouring Concrete on Base FoundationL:30mtrs.4cu.m./hr concrete mix of one bagger mixer (20 bacthes per hour, 1 bacth prepared 3 minutes time)W:2.3mtrs.1bagger concrete mixerdepth:0.5m.Volume:34.5cu.m.Duration:1.5daysFirst LiftSteel barshorizontal:64pcs. - 12mm barsDuration:1dayForms and ScaffoldingA:72sq.m.1sq.m./hr (2 carpenters), installation1.86sq.m./hr. (2 carpenters), fabrication2manpowerDuration:55daysConcrete PouringVolume:17.28cu.m.Duration:1day

CRITICAL PATHRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga CityPERT CPMPROJECT :PROPOSED CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMION PRODUCTION WELLLocation :Lower Tamion, Vitali, Zamboanga CityProject Cost :PhP2,027,884.00Project Duration :SIXTY - NINE (69) CALENDAR DAYSManpower Requirements:23 Manpower (1-Engineering Assistant, 12-Laborers, 4-Steelman, 2-Carpenters, & 4-Masons)

10DAYS3DAYS1DAY3DAYS1DAY

1DAY1DAY

6DAYS9DAYS14DAYS2DAYS1DAY2DAYS1DAY1DAY3DAYS1DAY1DAY3DAYS1DAY1DAY1DAY1DAY1DAY1DAY

2DAYS1DAY10DAYS14DAYSACTIVITY COMPLETEDDURATION (DAYS)PRECEDENCESCOPE OF WORKSACTIVITY UNDERC R I T I C A L P A T H :A - Construction of temporary facilities6NON - ENGINEERING BASIC ITEMSB - Hauling of materials/ Mobilization14OKERROR:#REF!ACTIVITIESLENGTH PROJECT DURATION C - Divertion Works (Divert direction of water flow from river)10AOKERROR:#REF!A1.A-C-E-F-G-H-I-J-K-L-M-N-O-P-Q-R-T-U-V-X-Y-A'-B'69DAYSD - Demolition of existing riprap10AOKENGINEERING BASIC ITEMS2.A-D-E-F-G-H-I-J-K-L-M-N-O-P-Q-R-T-U-V-X-Y-A'-B'69DAYSE - Lay - outing works1C, D1I. MOBILIZATION/ HAULING OF MATERIALSBF - Excavation for Base Foundation9B, E9II. DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAPDG - Fabrication and installation of steel bar for base foundation14F14III. DIVERSION WORKSCH - Concrete pouring on base foundation2G2IV. CONCRETING WORKSE, F, H, K, N, Q, U, YI - Fabrication and installation of steel bar for first lift1H1V. SCAFFOLDING WORKSJ, M, P, S, T, W, X J - Fabrication and installation of forms and scaffolding2I2VI. REBAR WORKSG, I, L, O, R, VK - Concrete pouring on first lift1J1VII. DEMOBILIZATIONA'L - Fabrication and installation of steel bar for second lift1K1M - Fabrication and installation of forms and scaffolding3L3N - Concrete pouring on second lift1M19O - Fabrication and installation of steel bar for third lift1N1P - Fabrication and installation of forms and scaffolding3O3Q - Concrete pouring on third lift1P1R - Fabrication and installation of steel bar for fourth lift1Q1S - Installation of weepholes1QT - Fabrication and installation of forms and scaffolding3R, S3U - Concrete pouring on fourth lift1T1V - Fabrication and installation of steel bar for fifth lift1U1W - Installation of weepholes1UX - Fabrication and installation of forms and scaffolding3V, W3Y - Concrete pouring on fifth lift1X1Z - Installation of granular gravel filter1YA' - Backfill2Y, Z2B' - Demobilization1A'69DAYS-15211419745801169DAYS-158012Prepared by:Checked and Reviewed by:Approved by:Recommending Approval for Project Implementation:Approved for Project Implemention:FELIXBERTO R. CAARE, JR.MARIE CLAIRE C. BONGOEFREN C. SALVACIONARNULFO A. ALFONSOLEONARDO REY D. VASQUEZResearcher/ Analyst A (J.O.)Principal Engineer CDivision Manager CDepartment Manager C, Maintenance DepartmentGeneral ManagerPlanning and Development SectionPlanning and Development SectionPlanning and Design DivisionConcurring Engineering Head

FENCEDETAILED UNIT PRICE ANALYSISokok

PROJECT NAME:PROP. CONSTRUCTION OF MOBILE ASPHALT BATCHING PLANT CONCRETE PERIMETER FENCE AND CONCRETE PAVEMENT

CONSTRUCTION OF CONCRETE PERIMETER FENCEItem No./Description:SPL-1Hauling of MaterialsUnit of Measurement:lotOutput per day:Quantity:1.00lot

DesignationNo. PersonNo. of DaysDaily RateAmount

A.Labora.Construction Foreman/Eng'g Assist.125524.0013,100.00b.Laborer425317.0031,700.00

Sub-Total for AP44,800.0044,800.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.2.5T Dump Truck1257,697.60192,440.00

Sub-Total for BP192,440.00192,440.00C.Total (A+B)237,240.00D.Output per day=Name and SpecificationsQuantityUnitUnit CostAmount

E.MaterialN/A

Sub-Total for EP0.0F.Direct Cost (C+E)237,240.00237,240.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 201114,234.4014,234.400.06H.Contractor's Profit (CP)10%per D.O. 29 s 201123,724.0023,724.000.1I.Value Added Tax (VAT)12%per D.O. 29 s 201133,023.8133,023.810.12J.Total Cost308,222.21308,222.21k.Total Unit Cost308,222.21DETAILED UNIT PRICE ANALYSISokok


CONSTRUCTION OF CONCRETE PERIMETER FENCEItem No./Description:SPL-2CONSTRUCTION OF TEMPORARY FACILITIESUnit of Measurement:unitOutput per day:Quantity:1.00unit


A.Labora.Construction Foreman/Eng'g Assist.16524.003,144.00b.Skilled Laborer26366.004,392.00c.Laborer46317.007,608.00


B.EquipmentN/A

Sub-Total for BP0.0C.Total (A+B)15,144.00D.Output per day=Name and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.26 pcs. - 2" x 4" x 10' Coco Lumber0.40823cu.m.8,474.603,459.59b.18 pcs. - 2" x 3" x 10' Coco Lumber0.21237cu.m.8,474.601,799.75c.16 pcs. - 2" x 2" x 10' Coco Lumber0.12506cu.m.8,474.601,059.83d.12mm thk x 1.20m x 2.40m Ordinary Plywood18shts.589.0010,602.00e.Ga. 26 x 1.80m Length Corrugated G.I. Roofing Sheet18shts.221.003,978.00f.Ga. 26 x 1.20m x 2.40m G.I. Plain Sheet1sht.425.00425.00g.2" C.W. Nail2kgs.45.0090.00h.3" C.W. Nail1kg.41.4541.45i.4" C.W. Nail2kgs.42.0084.00j.Padlock (Big)1pc.150.00150.00k.3-1/2" Loose Pin Hinges3pairs45.00135.00l.1/8" G.I. Chain (1kg. Equal to 2mtrs.)1kg.163.00163.00m.2" C.W. Umbrella Roofing Nails2kgs.92.00184.00

Sub-Total for EP22,171.6222,171.62F.Direct Cost (C+E)37,315.6237,315.62G.Overhead, Contingencies & Miscellaneous0%per D.O. 29 s 20110.0H.Contractor's Profit (CP)0%per D.O. 29 s 20110.0I.Value Added Tax (VAT)0%per D.O. 29 s 20110.0J.Total Cost37,315.6237,315.62k.Total Unit Cost37,315.62DETAILED UNIT PRICE ANALYSISokok


CONSTRUCTION OF CONCRETE PERIMETER FENCEItem No./Description:404(2)REINFORCING STEEL BAR, GRADE 40 (MINOR STRUCTURES)Unit of Measurement:kgs.Output per day:1,440.00kgs./dayQuantity:3,512.30kgs.

DesignationNo. PersonNo. of DaysDaily RateAmountNo. of Days:2.44

A.Labora.Construction Foreman/Eng'g Assist.12524.001,048.002.3333333333b.Skilled Laborer22366.001,464.00c.Laborer82317.005,072.00


B.Equipmenta.Bar Cutter10.501,758.00879.00b.Bar Bender10.502,812.001,406.00c.Cargo Truck (10T, 270Hp)11.208,816.0010,579.20

Sub-Total for BP12,864.2012,864.20C.Total (A+B)20,448.20D.Output per day=1,440.00kgs./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials1. Footing5324.42 F1-C116mm. x 6.00m. Def. Reinforcing Steel Bars264.94kgs.34.779,211.96709.65#16 G.I. Tie-wire3kgs.62.50187.50

F2-C216mm. x 6.00m. Def. Reinforcing Steel Bars37.85kgs.34.771,316.04#16 G.I. Tie-wire1kg.62.5062.50

F3-C316mm. x 6.00m. Def. Reinforcing Steel Bars56.77kgs.34.771,973.89#16 G.I. Tie-wire1kg.62.5062.50

2. ColumnC-116mm. x 6.00m. Def. Reinforcing Steel Bars1,589.62kgs.34.7755,270.9510mm. x 6.00m. Def. Reinforcing Steel Bars510.05kgs.34.9017,800.75#16 G.I. Tie-wire33kgs.62.502,062.50

C-216mm. x 6.00m. Def. Reinforcing Steel Bars151.39kgs.34.775,263.8310mm. x 6.00m. Def. Reinforcing Steel Bars55.44kgs.34.901,934.86#16 G.I. Tie-wire3kgs.62.50187.50

C-316mm. x 6.00m. Def. Reinforcing Steel Bars151.39kgs.34.775,263.8310mm. x 6.00m. Def. Reinforcing Steel Bars66.53kgs.34.902,321.90128.9904#16 G.I. Tie-wire3kgs.62.50187.50

3. Lintel Beam10mm. x 6.00m. Def. Reinforcing Steel Bars628.32kgs.34.9021,928.37#16 G.I. Tie-wire24kgs.62.501,500.00

4. Wall Footing12mm. x 6.00m. Def. Reinforcing Steel Bars271.42kgs.40.2110,913.8810mm. x 6.00m. Def. Reinforcing Steel Bars81.31kgs.34.902,837.72#16 G.I. Tie-wire7kgs.62.50437.50

Sub-Total for EP140,725.47140,725.47F.Direct Cost (C+E)161,173.67161,173.67G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20119,670.429,670.420.06H.Contractor's Profit (CP)10%per D.O. 29 s 201116,117.3716,117.370.1I.Value Added Tax (VAT)12%per D.O. 29 s 201122,435.3822,435.380.12J.Total Cost209,396.84249,163.94k.Total Unit Cost59.62okDETAILED UNIT PRICE ANALYSISok


CONSTRUCTION OF CONCRETE PERIMETER FENCEItem No./Description:405STRUCTURAL CONCRETE CLASS A (Minor Structure)Unit of Measurement:cu.m.Output per day:11.20cu.m./dayQuantity:35.00cu.m.


A.Labora.Construction Foreman/Eng'g Assist.17524.003,668.003.5cu.m./dayb.Skilled Laborer47317.008,876.0010.0013857143c.Laborer87317.0017,752.00


B.Equipmenta.One Concrete Bagger Mixer141,376.005,504.001376b.Concrete Vibrator14972.003,888.00c.Water Truck (1000 gal.)10.808,520.006,816.00

Sub-Total for BP16,208.0016,208.00C.Total (A+B)46,504.00D.Output per day=Name and SpecificationsQuantityUnitUnit CostAmount

E.Materials1. Footing F1-C11,174Portland Cement35bags245.008,575.00Washed Sand3cu.m.900.002,700.00Gravel (G-1)4cu.m.900.003,600.00

F2-C2Portland Cement7bags245.001,715.00Washed Sand1.50cu.m.900.001,350.00Gravel (G-1)2cu.m.900.001,800.00

F3-C3Portland Cement10bags245.002,450.00Washed Sand1.50cu.m.900.001,350.00Gravel (G-1)2cu.m.900.001,800.00

2. ColumnC-1Portland Cement54bags245.0013,230.00Washed Sand5cu.m.900.004,500.00Gravel (G-1)6cu.m.900.005,400.00

C-2Portland Cement15bags245.003,675.00Washed Sand2cu.m.900.001,800.00Gravel (G-1)2.50cu.m.900.002,250.00

C-3Portland Cement21bags245.005,145.00Washed Sand2.50cu.m.900.002,250.00Gravel (G-1)3cu.m.900.002,700.00

3. Lintel BeamPortland Cement37bags245.009,065.00Washed Sand4.50cu.m.900.004,050.00Gravel (G-1)6cu.m.900.005,400.00

4. Wall FootingPortland Cement102bags245.0024,990.00Washed Sand8cu.m.900.007,200.00Gravel (G-1)10cu.m.900.009,000.00

5. Forms6mm. Thk x 1.20m. x 2.40m. Ordinary Plywood31pcs.412.0012,772.00187 pcs. 2" x 3" x 10' Coco Lumber935bd.ft.20.0018,700.002" C.W. Nail8kgs.45.00349.004" C.W. Nail14kgs.42.00589.05

Sub-Total for EP158,405.05158,405.05F.Direct Cost (C+E)204,909.05204,909.05G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 201112,294.5412,294.540.06H.Contractor's Profit (CP)10%per D.O. 29 s 201120,490.9120,490.910.1I.Value Added Tax (VAT)12%per D.O. 29 s 201128,523.3428,523.340.12J.Total Cost266,217.8487,380.13k.Total Unit Cost7,605.17ok

DETAILED UNIT PRICE ANALYSISok


CONSTRUCTION OF CONCRETE PERIMETER FENCEItem No./Description:SPL - 3MASONRY WORKSUnit of Measurement:sq.m.CHB SettingOutput per day:56.00sq.m./day56sq.m. per4masonQuantity:575.74sq.m.8laborersPlasteringDesignationNo. PersonNo. of DaysDaily RateAmountNo. of Days:10.2824sq.m. per4mason24due (2 side)4laborersA.Labora.Construction Foreman/Eng'g Assist.134524.0017,816.00b.Skilled Laborer434366.0049,776.00c.Laborer834317.0086,224.00


B.EquipmentN/A

Sub-Total for BP0.0C.Total (A+B)153,816.00D.Output per day =56.00sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials1. CHB Wall100mm. x 200mm. x 400mm. CHB (NLB)6,332pcs.14.0088,648.00150mm. x 200mm. x 400mm. CHB (NLB)865pcs.18.5016,002.50Portland Cement375bags245.0091,875.00Washed Sand32cu.m.900.0028,800.00Gravel (G-1)5cu.m.900.004,500.0010mm. x 6.00m. Def. Reinforcing Steel Bars1,123.58kgs.34.9039,212.9412mm. x 6.00m. Def. Reinforcing Steel Bars244.81kgs.40.219,843.89#16 G.I. Tie-wire16kgs.62.501,000.00

2. Plastering (25mm. Thk.)Portland Cement518bags245.00126,910.00Sand (for plastering)29cu.m.1,300.0037,700.00

Sub-Total for EP444,492.33444,492.33F.Direct Cost (C+E)598,308.33598,308.33G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 201135,898.5035,898.500.06H.Contractor's Profit (CP)10%per D.O. 29 s 201159,830.8359,830.830.1I.Value Added Tax (VAT)12%per D.O. 29 s 201183,284.5283,284.520.12J.Total Cost777,322.19k.Total Unit Cost1,350.12



CONSTRUCTION OF CONCRETE PERIMETER FENCEItem No./Description:103(1)aSTRUCTURE EXCAVATION (Common Soil)6.95Unit of Measurement:cu.m.Output per day:20.00cu.m./day4.5Quantity:52.95cu.m.6.8683333333




B.Equipmenta.Dump Truck (10 cu.m.)2310,816.0064,896.00b.Backhoe w/ Breaker (0.50 cu.m.)1312,296.0036,888.00Minor Tools (10% of Labor)486.60

Sub-Total for BP102,270.60102,270.60C.Total (A+B)107,136.60D.Output per day=20.00cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN/A

Sub-Total for EP0.0F.Direct Cost (C+E)107,136.60107,136.60G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20116,428.206,428.200.06H.Contractor's Profit (CP)10%per D.O. 29 s 201110,713.6610,713.660.1I.Value Added Tax (VAT)12%per D.O. 29 s 201114,913.4114,913.410.12J.Total Cost139,191.87k.Total Unit Cost2,628.84okDETAILED UNIT PRICE ANALYSISok


CONSTRUCTION OF CONCRETE PERIMETER FENCEItem No./Description:SPL - 4Scaffolding WorksUnit of Measurement:cu.m.Output per day:0.212cu.m./day0.8Quantity:1.20cu.m.




B.EquipmentN/A

Sub-Total for BP0.0C.Total (A+B)15,144.00D.Output per day=0.212cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.60pcs. - 2" x 3" x 10' Coco Lumber0.70791cu.m.8,474.605,999.25130pcs. - 2" x 4" x 10' Coco Lumber867bd.ft.b.208pcs. - 2" x 2" x 10' Coco Lumber0.4908176cu.m.8,474.604,159.4896pcs. - 2" x 3" x 10' Coco Lumber480bd.ft.c.4" C.W. Nail11kgs.45.00495.004" C.W. Nail36kgs.

Sub-Total for EP10,653.7410,653.74F.Direct Cost (C+E)25,797.74G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20111,547.861,547.860.06H.Contractor's Profit (CP)10%per D.O. 29 s 20112,579.772,579.770.1I.Value Added Tax (VAT)12%per D.O. 29 s 20113,591.043,591.040.12J.Total Cost33,516.42k.Total Unit Cost27,930.35DETAILED UNIT PRICE ANALYSISok


CONSTRUCTION OF CONCRETE PERIMETER FENCEItem No./Description:104EmbankmentUnit of Measurement:cu.m.Output per day:15.00cu.m./day1Quantity:26.00cu.m.




B.Equipmenta.Plate Compactor12984.001,968.00

Sub-Total for BP1,968.001,968.00C.Total (A+B)9,356.00D.Output per day=15.00cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.Filling Materials (w/ 25% Shrinkage Factor)26cu.m.225.005,850.00

Sub-Total for EP5,850.005,850.00F.Direct Cost (C+E)15,206.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 2011912.36912.360.06H.Contractor's Profit (CP)10%per D.O. 29 s 20111,520.601,520.600.1I.Value Added Tax (VAT)12%per D.O. 29 s 20112,116.682,116.680.12J.Total Cost19,755.64k.Total Unit Cost759.83okDETAILED UNIT PRICE ANALYSISokLabor Cost:294,158.00okPROJECT NAME:PROP. CONSTRUCTION OF MOBILE ASPHALT BATCHING PLANT CONCRETE PERIMETER FENCE AND CONCRETE PAVEMENTEquipment Cost:342,890.80okMaterial Cost:884,885.21okCONSTRUCTION OF CONCRETE PERIMETER FENCEItem No./Description:SPL - 5FABRICATION AND INSTALLATION OF STEEL GATE OCM Cost:89,077.10okUnit of Measurement:unitMobi/Demo:15,219.34okOutput per day:Profit Cont'r:148,461.84okQuantity:2.00unitVAT:206,658.88ok


A.Labora.Construction Foreman/Eng'g Assist.18524.004,192.003.4sq.m./hr. - painting worksb.Skilled Laborer28366.005,856.0048sq.m. - gatec.Laborer28317.005,072.002daysSub-Total for AP15,120.0015,120.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.Welding Machine153,128.0015,640.00b.Angular Grinder15300.001,500.00Sub-Total for BP17,140.0017,140.00C.Total (A+B)32,260.00D.Output per day=Name and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.75mm. x 6.00m. G.I. Pipe, Sch. 4010pcs.5,856.0058,560.00b.50mm. x 6.00m. G.I. Pipe, Sch. 403pcs.2,850.008,550.00c.6mm. Thk. x 100mm. x 6.00m. MS Flat Bar1pc.1,092.001,092.00d.10mm. x 10mm. x 6.00m. MS Square Bar1pc.230.00230.00e.3mm. Thk. x 25mm. x 6.00m. MS Flat Bar28pcs.136.003,808.00f.#16 x 1.20m. x 2.40m. Galvabond Plain Sheet14pcs.1,299.0018,186.00g.6011 Welding Rod4kgs.140.00560.00h.Hacksaw Blade4pcs.63.00252.00i.100mm. Grinding Dics4pcs.94.00376.00j.12mm. x 6.00m. MS Plain Round Bar2pcs.245.00490.00k.12mm. G.I. Hook & Eye Turnbuckle4pcs.85.00340.00l.25mm. x 6.00m. MS Plain Round Bar1pc.1,365.001,365.00m.32mm. x 6.00m. G.I. Pipe, Sch. 401pc.1,747.001,747.00n.Acrylic Based Solvent Primer3gals.743.002,229.00o.Acrylic Based Solvent Top Coat (White)4gals.783.003,132.00p.Acrylic Resin Solvent Based Thermoplastic, Thalo Blue (1/4 L)4cans85.00340.00q.Acrylic Based Solvent Reducer2gals.385.00770.00r.Steel Brush2pcs.38.0076.00s.2" Paint Brush4pcs.31.00124.00t.7" Baby Roller w/ Tray1set90.0090.00u.#120 Sand Paper1doz.135.00135.00v.#150 Sand Paper1doz.135.00135.00Sub-Total for EP102,587.00102,587.00F.Direct Cost (C+E)134,847.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20118,090.828,090.820.06H.Contractor's Profit (CP)10%per D.O. 29 s 201113,484.7013,484.700.1I.Value Added Tax (VAT)12%per D.O. 29 s 201118,770.7018,770.700.12J.Total Cost175,193.22k.Total Unit Cost87,596.61

BreakdownPROJECT/LOCATION OF PROJECT:PROP. CONSTRUCTION OF MOBILE ASPHALT BATCHING PLANT CONCRETE PERIMETER FENCE AND CONCRETE PAVEMENT

BRGY. MERCEDES

BREAKDOWN OF EXPENDITURES% OF TOTALAMOUNTI - ESTIMATED COSTA. DIRECT COST:1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . . 0.7559,468.1148,821.082. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .57.614,577,041.522.1 Supply Delivery . . . . . . . . . . . . . . . . . . . . . . . . .2.2 Testing Materials . . . . . . . . . . . . . . . . . . . . . . . .3. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . .6.93550,769.244. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . .10.31819,000.63

B.1. INDIRECT COST:1. Overhead contingency Miscellaneous . . . . . . . . . . . . . . 4.44352,769.752. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7.40587,949.58B.2. VAT & INCIDENTAL EXPENSES:1. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .2. Value Added Tax (12% of EDC, OCM and Profit) . . . . . . 10.30818,425.813. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .

S U B - T O T A L (CONTRACT COST)7,765,424.63

II - ESTIMATED GOVERNMENT EXPENDITURES1. Engineering & Administrative Overhead2.25178,791.30178,744.862. POW/Site Acquisition/Pre-Engineering3. Materials to be furnished by the government4. Materials Quality Control & Hydrology (MQCH)5. Retention for RO & C.O.

S U B - T O T A L178,791.30

III - CONTINGENCIES/RESERVED:1. Physical (up to 5% of the Estimated Contract Cost) . . . . . . .2. Price Escalation (up to 12% of the Estimated Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. Preliminary Engineering . . . . . . . . . . . . . . . . . . . . . . . . . .

TOTAL ESTIMATED PROJECT COST100.007,944,215.937,944,215.93

PREPARED BY:APPROVED BY:

FELIXBERTO R. CAARE, JR., RMPEFREN C. SALVACIONSr. Researcher/Analyst A (J.O.)Concurrent - O.I.C.Planning & Development SectionEng'g & Construction/Environment & Water Resources Departments

CHECKED & REVIEWED BY:RECOMMENDING PROJECT IMPLEMENTATION:

EDITO M. BAUTISTA, JR.ARNULFO A. ALFONSOOfficer - In - ChargeAssistant General ManagerPlanning & Development SectionTechnical Services Group

SUBMITTED BY:APPROVED FOR PROJECT IMPLEMENTATION:

MARLI ACOSTA - DE FIESTALEONARDO REY D. VASQUEZConcurrent - O.I.C.General ManagerPlanning & Design Division

Program of workRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City

INDIVIDUAL PROGRAM OF WORK

13-Nov-14(Date)

PROJECT/LOCATION OF PROJECT:APPROPRIATE:PROP. CONSTRUCTION OF MOBILE ASPHALT BATCHING PLANT CONCRETE PERIMETER FENCE AND CONCRETE PAVEMENTSOURCE OF FUNDS:ISSUED OBLIGATED:BARANGAY MERCEDES, ZAMBOANGA CITYAUTHORITY RELEASED:CALENDAR DAYS98 Working Calendar DaysPROJECT CATEGORY:TO COMPLETE:DESIRABLE STARTING DATE:upon ApprovalConcrete Perimeter Fence and Concrete PavementCONTRACT /X/ ADMINISTRATION / /PROJECT DESCRIPTION:a.Construction of 147.30 Linear Meters Concrete Perimeter Fenceb.Construction of Guard House A & Guard House Bc.Construction of Storm Drainage Storage Tankd.Construction of 757.37 sq.m. Concrete Pavemente.Laying of 250.26 Linear Meter PVC Drainage Pipef.Construction of 343.72 Linear Meter Concrete Pavementg.Electrical Works

MININUM EQUIPMENT REQUIREDTECHNICAL PERSONNEL REQUIREDDescriptionNo.DescriptionNo.DescriptionNo.Description1Motorized Road Grader, G710A1Vibratory Roller (10m.t.), SP561Construction Foreman/Eng'g Assist.12.5T Dump Truck1Welding Machine1Pipefitter1Cargo Truck (10T, 270Hp)1Angular Grinder2Steelman1Bar Cutter1Threader Machine4Mason1Bar Bender1Backhoe (0.80 cu.m.)2Carpentry2One Concrete Bagger Mixer4Transit Mixer (5cu.m.)1Welder3Concrete Vibrator1Batching Plant (30cu.m.)2Steelman1Water Truck1Payloader (1.50cu.m.), LX80-2C1Plumber2Dump Truck (10 cu.m.)1Concrete Screeder (5.5Hp)1Painter1Backhoe w/ Breaker (0.50 cu.m.)1Concrete Saw Blade 14" (7.5Hp)12Laborer1Plate Compactor1Tamper Rammer1Boom TruckESTIMATED COST OF PROPOSED PROJECTSITEM NO.DESCRIPTION% OF TOTALUNITQTY.DIRECT COSTADJUSTED UNIT COSTTOTALUNIT COSTCONSTRUCTION OF PERIMETER FENCESPL-1Hauling of Materials3.99%lot1.00237,240.00237,240.00okSPL-2Construction of Temporary Facilities0.63%unit1.0037,315.6237,315.62ok404(2)Reinforcing Steel Bar, Grade 40 (Minor Structures)2.71%kgs.3,512.30161,173.6745.8959.62ok405Structural Concrete Class A (Minor Structure)3.45%cu.m.35.00204,909.055,853.737,605.17okSPL-3Masonry Works10.06%sq.m.575.74598,308.331,039.191,350.12ok103(1)aStructure Excavation (Common Soil)1.80%cu.m.52.95107,136.602,023.432,628.84okSPL-4Scaffolding Works0.43%cu.m.1.2025,797.7421,498.1127,930.35ok104Embankment0.26%cu.m.26.0015,206.00584.85759.83okSPL-5Fabrication and Installation of Steel Gate2.27%units2.00134,847.0067,423.5087,596.61okCONSTRUCTION OF GUARD HOUSE W/ COMFORT ROOM405Structural Concrete Class A (Minor Structures)0.88%cu.m.3.4952,119.6814,934.0119,402.26ok404(2)Reinforcing Steel Bar, Grade 40 (Minor Structures)0.48%kgs.628.3828,586.2345.4959.10okSPL-6Masonry Works0.90%sq.m.24.4853,592.202,189.222,844.24okSPL-7Tile Works0.25%sq.m.9.6415,034.001,559.542,026.16okSPL-8Plumbing Works0.43%fixtures5.0025,868.355,173.676,721.63ok1003Carpentry Works0.23%cu.m.0.1113,886.92126,244.73164,017.15okSPL-9Painting Works0.34%sq.m.65.6820,378.00310.26403.09okSPL-10Scaffolding Works0.55%sq.m.9.4632,571.043,443.034,473.18okSPL-11Water Proofing Works0.18%sq.m.12.0610,775.00893.451,160.77okSPL-12Construction of Septic Tank0.39%cu.m.1.88523,195.0012,305.0415,986.71okSPL-13Construction of Guard House - B1.00%lot1.0059,366.5659,366.5677,129.03okCONSTRUCTION OF STORM DRAINAGE STORAGE TANK103(6)Drain Excavation0.60%cu.m.154.5735,550.50230.00298.82SPL-14Masonry Works1.36%sq.m.62.8880,779.331,284.661,669.03SPL-15Concreting Works0.52%cu.m.5.1330,774.005,998.837,793.68404(2)Reinforcing Steel Bar, Grade 40 (Minor Structures)0.24%kgs.298.0314,326.0848.0762.45SPL-16Drainage Steel Grating (1.350m. X 1.00m.)2.64%sets18.00157,262.008,736.7811,350.82SPL-17Painting of Steel Grating0.13%sq.m.52.387,458.00142.38184.98CONSTRUCTION OF 757.37 SQ.M. CONCRETE PAVEMENT200Aggregate Subbase Course3.09%cu.m.270.00183,488.24679.59882.91201Aggregate Base Course2.98%cu.m.261.29177,374.29678.84881.94311(1)aPCC Pavement (Plain) - Conventional Method, 150mm. Thk.10.40%sq.m.757.37618,395.19816.501,060.80LAYING OF 250.26 L.M. PVC DRAINAGE PIPESPL-18Pipelaying2.90%cu.m.123.00172,515.401,402.561,822.21CONSTRUCTION OF 343.72 L.M. CONCRETE PAVEMENT200Aggregate Subbase Course4.89%cu.m.428.88290,775.84677.99880.85201Aggregate Base Course4.73%cu.m.415.04281,557.06678.39881.35311(1)aPCC Pavement (Plain) - Conventional Method, 150mm. Thk.16.39%sq.m.1,203.02974,545.27810.081,052.46ELECTRICAL WORKSSPL-19Electrical Permit0.17%lot1.0010,000.0010,000.00SPL-20Clearing/Preparation of Right of Way0.08%lot1.005,000.005,000.00SPL-21Final Staking, Boreholing & Supply & Installation of Pole1.30%units3.0077,282.0025,760.6733,468.26SPL-22Supply and Installation of Pole Dressing, Guy Wire/Anchor, Grounding & Accessories1.79%assy.16.00106,362.006,647.638,636.59SPL-23Supply, Striging and Lay-outing of Approx. 200m. Phase Line0.60%l.m.200.0035,632.00178.16231.47SPL-24Supply, Testing and Installation of Fuse Cut-outs/Lighting Arrester Combined, Transformers & Accessories8.12%units300.00483,046.001,610.15209,191.12SPL-25Supply and Installation of KWH Meter, Service Entrance and Accessories1.52%unit1.0090,665.0090,665.00SPL-26Supply and Installation of Main Circuit Breaker, Raceway and Accessories0.39%assy.1.0022,900.0022,900.00SPL-27Energization, Testing and Commissioning0.25%lot1.0015,000.0015,000.00SPL-28Secondary Line3.28%lot1.00195,301.00195,301.00SPL-29Supply and Construction of 4 - Units Pedestal & Accessories0.40%units4.0023,515.205,878.807,637.74TOTAL100%5,946,811.3859,468.11Mobilization/Demobilization2,602,140.83Materials238,358.56Labor268,041.99Equipment Expenses187,811.72OCM313,019.54Profit435,723.20VAT

ESTIMATECOMPUTATIONF1-C142UNITS0.65M. LENGTH OF BARS6PCS. PER FOOTING6M. PER COMMERCIAL LENGTH252PCS. (TOTAL BARS)9.00PCS. PER COMMERCIAL LENGTH28PCS. COMMERCIAL LENGTHTIE-WIRE9TIES3KGS.

F2-C24UNITS0.8M. LENGTH OF BARS8PCS. PER FOOTING6M. PER COMMERCIAL LENGTH32PCS. (TOTAL BARS)8.00PCS. PER COMMERCIAL LENGTH4PCS. COMMERCIAL LENGTHTIE-WIRE15TIES0.5KGS.F3-C34UNITS0.9M. LENGTH OF BARS10PCS. PER FOOTING6M. PER COMMERCIAL LENGTH40PCS. (TOTAL BARS)7.00PCS. PER COMMERCIAL LENGTH6PCS. COMMERCIAL LENGTHTIE-WIRE25TIES0.9KGS.C-142UNITS4.59M. LENGTHS4PCS. PER COLUMN6M. PER COMMERCIAL LENGTH168PCS. (TOTAL BARS)1.00PCS. PER COMMERCIAL LENGTH168PCS. COMMERCIAL LENGTHLATERAL TIES23RINGS PER COLUMN0.8M. LENGTH OF TIES6M. PER COMMERCIAL LENGTH966PCS. (TOTAL RINGS)7.5PCS. PER COMMERCIAL LENGTH7SAY138PCS. COMMERCIAL LENGTHTIE-WIRE966TIES33KGS.C-24UNITS4.69M. LENGTHS4PCS. PER COLUMN6M. PER COMMERCIAL LENGTH16PCS. (TOTAL BARS)1.00PCS. PER COMMERCIAL LENGTH16PCS. COMMERCIAL LENGTHLATERAL TIES23RINGS PER COLUMN1M. LENGTH OF TIES6M. PER COMMERCIAL LENGTH92PCS. (TOTAL RINGS)6PCS. PER COMMERCIAL LENGTHSAY15PCS. COMMERCIAL LENGTHTIE-WIRE92TIES3KGS.C-34UNITS4.69M. LENGTHS4PCS. PER COLUMN6M. PER COMMERCIAL LENGTH16PCS. (TOTAL BARS)1.00PCS. PER COMMERCIAL LENGTH16PCS. COMMERCIAL LENGTHLATERAL TIES23RINGS PER COLUMN1.2M. LENGTH OF TIES6M. PER COMMERCIAL LENGTH92PCS. (TOTAL RINGS)5PCS. PER COMMERCIAL LENGTHSAY18PCS. COMMERCIAL LENGTHTIE-WIRE92TIES3KGS.LINTEL BEAM32.35M. LENGTH FOR RIGHT ELEV.4NO. OF MAIN BARS6M. PER COMMERCIAL LENGTH5.6M. NET LENGTH24PCS. (TOTAL BARS)37.85M. LENGTH FOR FRONT ELEV.4NO. OF MAIN BARS6M. PER COMMERCIAL LENGTH5.6M. NET LENGTH28PCS. (TOTAL BARS)41.85M. LENGTH FOR REAR ELEV.4NO. OF MAIN BARS6M. PER COMMERCIAL LENGTH5.6M. NET LENGTH28PCS. (TOTAL BARS)32.65M. LENGTH FOR LEFT ELEV.4NO. OF MAIN BARS6M. PER COMMERCIAL LENGTH5.6M. NET LENGTH24PCS. (TOTAL BARS)STIRRUPS47NO. OF SAME BEAM14NO. OF RING PER BEAM4NO. OF MAIN BARS0.6M. LENGTH OF STIRRUPS6M. PER COMMERCIAL LENGTH658PCS. (TOTAL RINGS)10PCS. PER COMMERCIAL LENGTHSAY66PCS. COMMERCIAL LENGTHTIE-WIRE1KGS.2632TIES24KGS.CONCRETINGFoundationColumnsLintel BeamWF0.481.320.341F1-C1VOL =3.78CU.M.CONCRETE PROPORTIONlength =0.60mCLASS MIXTURECEMENTSANDGRAVELPSI+ % WASTEwidth =0.60mAA1:1 1/2:3120.51depth =0.25mA1:2.0:4.09.080.580.7730001.05cementnumber =42.00B1:2 1/2:57.50.511.1sandC1:3.0:6.060.511.1gravel3.125class Acement =35.37bagssand =3.29m3gravel =4.01m3F2-C2VOL =0.64CU.M.CONCRETE PROPORTIONlength =0.80mCLASS MIXTURECEMENTSANDGRAVELPSI+ % WASTEwidth =0.80mAA1:1 1/2:3120.51depth =0.25mA1:2.0:4.09.080.580.7730001.05cementnumber =4.00B1:2 1/2:57.50.511.1sandC1:3.0:6.060.511.1gravelclass Acement =6.86bagssand =1.47m3gravel =1.59m3F3-C3VOL =0.97CU.M.CONCRETE PROPORTIONlength =0.90mCLASS MIXTURECEMENTSANDGRAVELPSI+ % WASTEwidth =0.90mAA1:1 1/2:3120.51depth =0.30mA1:2.0:4.09.080.580.7730001.05cementnumber =4.00B1:2 1/2:57.50.511.1sandC1:3.0:6.060.511.1gravelclass Acement =9.88bagssand =1.66m3gravel =1.85m3COLUMNC-1VOL =11.05CU.M.CONCRETE PROPORTIONlength =0.25mCLASS MIXTURECEMENTSANDGRAVELPSI+ % WASTEwidth =0.25mAA1:1 1/2:3120.51depth =4.21mA1:2.0:4.09.080.580.7730001.05cementnumber =42.00B1:2 1/2:57.50.511.1sandclass AC1:3.0:6.060.511.1gravelcement =101.40bagssand =7.51m3gravel =9.61m3C-2VOL =1.55CU.M.length =0.30mwidth =0.30mdepth =4.31mnumber =4.00class Acement =15.14bagssand =2.00m3gravel =2.29m3C-3VOL =2.14CU.M.length =0.35mwidth =0.35mdepth =4.36mnumber =4.00class Acement =20.45bagssand =2.34m3gravel =2.75m3BEAMSB-1VOL =3.08CU.M.CONCRETE PROPORTIONlength =2.70mCLASS MIXTURECEMENTSANDGRAVELPSI+ % WASTEwidth =0.15mAA1:1 1/2:3120.51depth =0.20mA1:2.0:4.09.080.580.7730001.05cementnumber =38.00B1:2 1/2:57.50.511.1sandclass AC1:3.0:6.060.511.1gravelcement =29.00bagssand =2.89m3gravel =3.47m3B-2VOL =0.72CU.M.length =24.12mwidth =0.15mdepth =0.20mnumber =class Acement =7.62bagssand =1.52m3gravel =1.66m3WALL FOOTING138.4M. PERIMETER LENGTH0.4M. WIDTH0.2M. DEPTHVOL =11.07CU.M.TOTAL =35.00CU.M.class Acement =102.00bagssand =8.00m3gravel =10.00m3FORMScolumnsusing flywood forms4usestotal lateral width =1.60mlength or height of the form =4.36mnumber of form =13.00pcs.total area of forms =90.69m2order :31pcs. (1/2" X 4' X 8' plywood)934bd. Ft. (2" X 3") wood frameWALL FOOTINGFRONT:13NO. OF MAIN BARSREAR:14NO. OF MAIN BARSLEFT:12NO. OF MAIN BARSRIGHT:12NO. OF MAIN BARS51NO. OF TIES0.44KGS.TRANSVERSE BAR:330NO. OF TRANSVERSE BAR0.4M. -LENGTH OF TRANSVERSE BAR6M. PER COMMERCIAL LENGTH15PCS. PER COMMERCIAL LENGTH22PCS. COMMERCIAL LENGTHTIE WIRE2NO. OF LONGI. BAR660NO. OF TIES6KGS.CHB WALLSlength =138.40mheight =3.66marea =506.54m2no. of CHB =6332.00pcs.class B (using 10X20X40 CHB)QUANTITY OF SAND AND CEMENT FOR CHBcement =266.00bagssand =22.00m3SIZE OF CHBNUMBER PER SQ.MBAGS CEMENTSANDBCDrebars10X20X4012.50.5250.3490.3280.04385.82750.4861810 mm =246.24pcs.15X20X4012.51.0130.7590.6330.0844using 30 cm tie wire20X20X4012.51.51.1250.9380.125tie wire =9.00kgs.

Guard House w/ CRclass B (using 15X20X40 CHB)class B (using 15X20X40 CHB)length =8.75m5.27m. opening arealength =138.40mlength =8.75mheight =2.70mheight =0.50mheight =0.70marea =18.36m21.45area =69.20m2area =6.13m27.6no. of CHB =229.00pcs.no. of CHB =865.00pcs.no. of CHB =77.00pcs.class B (using 10X20X40 CHB)6.44cement =70.00bagscement =6.00bagscement =10.00bags7.00sand =6.00m3sand =1.00m3sand =1.00m31.00

rebarsrebarsrebars10 mm =34.00pcs.10 mm =3.00pcs.10 mm =11.48pcs.5.36using 30 cm tie wireusing 30 cm tie wireusing 30 cm tie wiretie wire =1.00kgs.tie wire =0.11kgs.tie wire =0.42kgs.0.20PLASTERINGMASONRY BEAMfor plastering(using 1" thich plaster)138.4M. PERIMETER LENGTHcement =22.00bagscement =12.85bagscement =2.34bags0.15M. WIDTHsand =1.00m3sand =1.00m3sand =0.1700m30.2M. DEPTHVOL =4.15CU.M.class ACONCRETE PROPORTIONcement =39.00bagsCLASS MIXTURECEMENTSANDGRAVELPSI+ % WASTEsand =4.00m3AA1:1 1/2:3120.51gravel =4.30m3A1:2.0:4.09.080.580.7730001.05cementB1:2 1/2:57.50.511.1sandC1:3.0:6.060.511.1gravelrebarsspacing =0.40mno. of c =346.0015.0012 mm =46.00pcs.10 mm =23.00pcs.using 30 cm tie wiretie wire =6.00kgs.PLASTERINGfor plastering(using 1" thich plaster)cement =518.00bagssand =29.00m3EXCAVATIONfor wallsPerimeter =138.40mDepth =0.60mwidth =0.40mVOLUME=33.22m3FOOTINGF-1F-2length =0.6mlength =0.8mwidth =0.6mwidth =0.8mdepth =0.9mdepth =1mnumber=42number=4VOLUME=13.61m3VOLUME=2.56m3

footing 3length =0.9mwidth =0.9mdepth =1.1mnumber=4VOLUME=3.56m3

total Volume =52.95m3FOR STAGING AND SCAFFOLDING

SCAFFOLDING FOR COLUMN 1STAGING total length of column=4.06mlumber sizecolumn Bd.Ft. per Meter Ht.Beam Bd. Ft./ M ht.flooring bd.ft/m htno. of column=42.00unitsvertical support =298.00bd.ft.(2" X 3")horizontal support =895.00bd.ft.(2" X 2")vert.hor.bracevert.hor.diagonal braces =497.00bd.ft.(2" X 2")2" X 2"4.6721.0011.674.004.676.102" X 3"7.0031.6717.506.007.009.10TOTAL2" X 4"9.3342.2223.338.009.3312.10298.00bd.ft.(2" X 3")1392.00bd.ft.(2" X 2")FOR EMBANKMENTFOOTINGF-1F-2F-30.36sq.m. footing area0.64sq.m. footing area0.81sq.m. footing area0.55m. depth0.65m. depth0.7m. depth0.0625sq.m. column area0.09sq.m. column area0.1225sq.m. column area42no. of units4no. of units4no. of units8.59cu.m.1.79cu.m.2.41cu.m.

WALL FOOTING138.40m. perimeter length0.40m. width55.36sq.m. area0.3m. depth12.975cu.m.25.77cu.m.HAULING WORKSsand & gravelcementchb104.21cu.m.1174.00bags7197.00pcs.4trips per day3trips per day4trips per day4cu.m. per trip75bags per trip300pcs per trip1- 2.5T Dump Truck1- 2.5T Dump Truck1- 2.5T Dump Truck7days5days6daysrebarsfill item5324.42kgs.25.77cu.m.4trips per day4trips per day710kgs. per trip4cu.m. per trip2267.96kgs. Dump truck capacity1- 2.5T Dump Truck1- 2.5T Dump Truck2days2days25total days129.980.23sq.m./hr -1mason, 1helper (unglaze tiles)2.16sq.m.1.17dayssays2days0.19sq.m./hr -1mason, 1helper (glaze tiles)7.48sq.m.4.92dayssays5daysConstruction of Storm Drainage Storage TankEXCAVATIONPerimeter =39.30mDepth =2.07mwidth =1.90mVOLUME=154.57m3MASONRYa. Setting of 4" CHBCanopyCHB WALLSCHB WALLSlength =39.30mlength =8.70mclass B (using 15X20X40 CHB)rebarsPLASTERINGheight =1.60mheight =0.40mcement =2.00bags10 mm =2.00pcs.for plastering(using 1" thich plaster)area =62.88m2area =3.48m2sand =0.15m3using 30 cm tie wirecement =3.00bagstie wire =0.06kgs.sand =0.17m3no. of CHB =786.00pcs.no. of CHB =44.00pcs.class B (using 15X20X40 CHB)QUANTITY OF SAND AND CEMENT FOR CHBcement =64.00bagssand =5.00m3SIZE OF CHBNUMBER PER SQ.MBAGS CEMENTSANDBCDrebars10X20X4012.50.5250.3490.3280.043810 mm =31.00pcs.15X20X4012.51.0130.7590.6330.0844using 30 cm tie wire20X20X4012.51.51.1250.9380.125tie wire =1.00kgs.area =0.03sq.m.length =39.3ln.m.vol. =1.179cu.m.class ACONCRETE PROPORTIONcement =12.05bagsCLASS MIXTURECEMENTSANDGRAVELPSI+ % WASTEsand =1.78m3AA1:1 1/2:3120.51gravel =2.01m3A1:2.0:4.09.080.580.7730001.05cementB1:2 1/2:57.50.511.1sandC1:3.0:6.060.511.1gravel7.0178571429PLASTERINGfor plastering(using 1" thich plaster)12.840.20544cement =57.00bags6.00sand =3.00m30.0000Labor:11.12a. 4" CHB2- masondue:3days1- masondue:1days4- laborers2- laborers10sq.m./day10sq.m./dayb. plasteringdue:5days2- mason2- laborer12sq.m./day (one side only)1- no. of side to be plasteredCONCRETING OF BOTTOM SLABVOL =5.13CU.M.CONCRETE PROPORTIONlength =18.00mCLASS MIXTURECEMENTSANDGRAVELPSI+ % WASTEwidth =1.90mAA1:1 1/2:3120.51depth =0.15mA1:2.0:4.09.080.580.7730001.05cementnumber =1.00B1:2 1/2:57.50.511.1sandC1:3.0:6.060.511.1gravelclass Acement =48.05bagssand =4.10m3gravel =5.10m310mm square bar25.92sq.m.5mm x 50mm flat bar13.86sq.m.5mm x 75mm flat bar6.72sq.m.5mm x 65mm flat bar5.88sq.m.52.38sq.m.2.38090909095.238

Storm Drainage TankDETAILED UNIT PRICE ANALYSISok


CONSTRUCTION OF STORM DRAINAGE STORAGE TANKItem No./Description:103(6)DRAIN EXCAVATIONUnit of Measurement:cu.m.Output per day:160.00cu.m./dayQuantity:154.57cu.m.


A.Labora.Construction Foreman/Eng'g Assist.11524.00524.00okb.Laborer31317.00951.00ok

Sub-Total for AP1,475.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.Dump Truck (10 cu.m.)2110,816.0021,632.00b.Backhoe (0.80 cu.m.)1112,296.0012,296.00Minor Tools (10% of Labor)147.50

Sub-Total for BP34,075.50C.Total (A+B)35,550.50D.Output per day =160.00cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN/A

Sub-Total for EP0.0F.Direct Cost (C+E)35,550.5035,550.50G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20112,133.032,133.030.06H.Contractor's Profit (CP)10%per D.O. 29 s 20113,555.053,555.050.1I.Value Added Tax (VAT)12%per D.O. 29 s 20114,948.634,948.630.12J.Total Cost46,187.2146,187.21k.Total Unit Cost298.82298.82DETAILED UNIT PRICE ANALYSISok


CONSTRUCTION OF STORM DRAINAGE STORAGE TANKItem No./Description:SPL - 14MASONRY WORKSUnit of Measurement:sq.m.okOutput per day:20.00sq.m./dayokQuantity:62.88sq.m.ok


A.Labora.Construction Foreman/Eng'g Assist.18524.004,192.00okb.Skilled Laborer28366.005,856.00okc.Laborer48317.0010,144.00ok


B.EquipmentN/A


E.Materials1. CHB Wall150mm. x 200mm. x 400mm. CHB (NLB)786pcs.18.5014,541.00okPortland Cement64bags248.0015,872.00okWashed Sand5cu.m.900.004,500.00okGravel (G-1)2.50cu.m.900.002,250.00ok10mm. x 6.00m. Def. Reinforcing Steel Bars114.58kgs.34.903,998.84ok12mm. x 6.00m. Def. Reinforcing Steel Bars37.25kgs.40.211,497.98ok#16 G.I. Tie-wire1kg.62.5062.50ok

2. Plastering (25mm. Thk.)Portland Cement57bags245.0013,965.00okSand (for plastering)3cu.m.1,300.003,900.00ok

Sub-Total for EP60,587.33F.Direct Cost (C+E)80,779.3380,779.33G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20114,846.764,846.760.06H.Contractor's Profit (CP)10%per D.O. 29 s 20118,077.938,077.930.1I.Value Added Tax (VAT)12%per D.O. 29 s 201111,244.4811,244.480.12J.Total Cost104,948.50104,948.50k.Total Unit Cost1,669.031,669.03DETAILED UNIT PRICE ANALYSISok


CONSTRUCTION OF STORM DRAINAGE STORAGE TANKItem No./Description:SPL - 15CONCRETING WORKSUnit of Measurement:cu.m.Output per day:3.50cu.m./dayQuantity:5.13cu.m.


A.Labora.Construction Foreman/Eng'g Assist.11.50524.00786.00ok1.5b.Skilled Laborer41.50317.001,902.00okc.Laborer81.50317.003,804.00ok


B.Equipmenta.One Concrete Bagger Mixer11.501,376.002,064.00okb.Concrete Vibrator11.50972.001,458.00ok

Sub-Total for BP3,522.00C.Total (A+B)10,014.00D.Output per day=3.50sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.Portland Cement48bags245.0011,760.00okb.Washed Sand4.50cu.m.900.004,050.00okc.Gravel (G-1)5.50cu.m.900.004,950.00ok



CONSTRUCTION OF STORM DRAINAGE STORAGE TANKItem No./Description:404(2)REINFORCING STEEL BAR, GRADE 40 (MINOR STRUCTURES)Unit of Measurement:kgs.Output per day:1,440.00kgs./dayQuantity:298.03kgs.


A.Labora.Construction Foreman/Eng'g Assist.10.21524.00110.04okb.Skilled Laborer20.21366.00153.72okc.Laborer80.21317.00532.56ok

Sub-Total for AP796.32Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.Bar Cutter10.211,758.00369.18okb.Bar Bender10.212,812.00590.52okc.Cargo Truck (10T, 270Hp)10.038,816.00273.69ok

Sub-Total for BP1,233.39C.Total (A+B)2,029.71D.Output per day=1,440.00kgs./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials12mm. x 6.00m. Def. Reinforcing Steel Bars298.03kgs.40.2111,983.87ok#16 G.I. Tie-wire5kgs.62.50312.50ok

Sub-Total for EP12,296.37F.Direct Cost (C+E)14,326.0814,326.08G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 2011859.56859.560.06H.Contractor's Profit (CP)10%per D.O. 29 s 20111,432.611,432.610.1I.Value Added Tax (VAT)12%per D.O. 29 s 20111,994.191,994.190.12J.Total Cost18,612.4418,612.44k.Total Unit Cost62.4562.45DETAILED UNIT PRICE ANALYSISok


CONSTRUCTION OF STORM DRAINAGE STORAGE TANKItem No./Description:SPL - 16DRAINAGE STEEL GRATING (1.350m. x 1.00m.)21- pcs. - 10mm. X 1.35 Square barUnit of Measurement:set4pcs.Output per day:1.888set/day5.25say6Quantity:18.00set108- pcs. 10mm x 6m square bar


A.Labora.Construction Foreman/Eng'g Assist.110.00524.005,240.00b.Skilled Laborer210.00366.007,320.00c.Laborer210.00317.006,340.00


B.Equipmenta.Bar Cutter110.001,758.0017,580.00b.Welding Machine210.003,128.0062,560.00c.Angular Grinder210.00300.006,000.00

Sub-Total for BP86,140.00C.Total (A+B)105,040.00D.Output per day=1.888set/dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials10mm. x 10mm. x 6.00m. Square Bar108pcs.230.0024,840.007-pcs. Per set5mm. x 50mm. x 6.00m. Flat Bar21pcs.689.0014,469.0018sets5mm. x 75mm. x 6.00m. Flat Bar7pcs.906.006,342.00126pcs. Of 1m length5mm. x 65mm. x 6.00m. Flat Bar7pcs.785.005,495.006-pcs per 6m length6011 Welding Rod5kgs.140.00700.0021-pcs. Of 6m length100mm. Grinding Dics4pcs.94.00376.00



CONSTRUCTION OF STORM DRAINAGE STORAGE TANKItem No./Description:SPL - 17PAINTING OF STEEL GRATINGUnit of Measurement:sq.m.Output per day:50sq.m./dayQuantity:52.38sq.m.


A.Labora.Construction Foreman/Eng'g Assist.12.00524.001,048.00b.Skilled Laborer12.00366.00732.00


B.EquipmentN/A

Sub-Total for BP0.0C.Total (A+B)1,780.00D.Output per day=50.000sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsMetal Primer3gals.389.001,167.00okQuick Dry Enamel Paint Blue6gals.606.003,636.00okPaint Thinner2gals.265.00530.00Steel Brush4pcs.40.00160.002" Paint Brush4pcs.33.00132.003/4" Paint Brush4pcs.13.2553.00

Sub-Total for EP5,678.00F.Direct Cost (C+E)7,458.007,458.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 2011447.48447.480.06H.Contractor's Profit (CP)10%per D.O. 29 s 2011745.80745.800.1I.Value Added Tax (VAT)12%per D.O. 29 s 20111,038.151,038.150.12J.Total Cost9,689.439,689.43k.Total Unit Cost184.98184.98Mobi/Demo:3,261.50Labor Cost:49,635.32Equipment:124,970.89Material:151,543.69OCM:19,568.99CP:32,614.99VAT:45,400.07423,733.96

Guard House A & BDETAILED UNIT PRICE ANALYSISok

PROJECT NAME:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of 9.00 sq.m. Guard House w/ Comfort Room

Item No./Description:405STRUCTURAL CONCRETE CLASS A (Minor Structure)Unit of Measurement:cu.m.Output per day:4.41cu.m./day0.79138322Quantity:3.49cu.m.


A.Labora.Construction Foreman/Eng'g Assist.10.79524.00413.96b.Skilled Laborer40.79317.001,001.72c.Laborer80.79317.002,003.44


B.Equipmenta.One Concrete Bagger Mixer10.791,376.001,087.04b.Concrete Vibrator10.79972.00767.88c.Water Truck (1000 gal.)10.638,520.005,384.64

Sub-Total for BP7,239.56C.Total (A+B)10,658.68D.Output per day=4.41cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials1. Footing F4-C4Portland Cement8bags260.002,080.00Washed Sand1.50cu.m.1,000.001,500.00Gravel (G-1)2cu.m.1,000.002,000.00

2. ColumnC-4Portland Cement5bags260.001,300.00Washed Sand1.5cu.m.1,000.001,500.00Gravel (G-1)2cu.m.1,000.002,000.00

3. BeamPortland Cement4bags260.001,040.00Washed Sand1.50cu.m.1,000.001,500.00Gravel (G-1)2cu.m.1,000.002,000.00

4. Wall FootingPortland Cement5bags260.001,300.00Washed Sand1.50cu.m.1,000.001,500.00Gravel (G-1)2cu.m.1,000.002,000.00

5. Roof SlabPortland Cement10bags260.002,600.00Washed Sand1.50cu.m.1,000.001,500.00Gravel (G-1)2cu.m.1,000.002,000.00

6. Overhang WallPortland Cement4bags260.001,040.00Washed Sand0.50cu.m.1,000.00500.00Gravel (G-1)1cu.m.1,000.001,000.00

7. Concrete Floor SlabPortland Cement6bags260.001,560.00Washed Sand0.30cu.m.1,000.00300.00Gravel (G-1)0.40cu.m.1,000.00400.00

8. Forms6mm. Thk x 1.20m. x 2.40m. Ordinary Plywood9pcs.412.003,708.0045 pcs. 2" x 3" x 10' Coco Lumber225bd.ft.20.004,500.0026 pcs. 2" x 3" x 8' Coco Lumber104bd.ft.20.002,080.002" C.W. Nail2kgs.84.00168.004" C.W. Nail5kgs.77.00385.00



Item No./Description:404(2)REINFORCING STEEL BAR, GRADE 40 (MINOR STRUCTURES)Unit of Measurement:kgs.Output per day:1,440.00kgs./dayQuantity:628.38kgs.


A.Labora.Construction Foreman/Eng'g Assist.10.44524.00230.56b.Skilled Laborer20.44366.00322.08c.Laborer80.44317.001,115.84


B.Equipmenta.Bar Cutter10.501,758.00879.00b.Bar Bender10.502,812.001,406.00c.Cargo Truck (10T, 270Hp)10.208,816.001,731.19

Sub-Total for BP4,016.19C.Total (A+B)5,684.67D.Output per day=1,440.00kgs./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials1. Footing F4-C416mm. x 6.00m. Def. Reinforcing Steel Bars75.70kgs.34.772,632.09#16 G.I. Tie-wire1kg.63.0063.00

2. ColumnC-416mm. x 6.00m. Def. Reinforcing Steel Bars189.24kgs.34.776,579.8710mm. x 6.00m. Def. Reinforcing Steel Bars44.35kgs.34.901,547.82#16 G.I. Tie-wire5kgs.63.00315.00

3. Beam10mm. x 6.00m. Def. Reinforcing Steel Bars48.05kgs.34.901,676.9516mm. x 7.50m. Def. Reinforcing Steel Bars47.36kgs.27.791,316.1316mm. x 6.00m. Def. Reinforcing Steel Bars37.85kgs.34.771,315.97#16 G.I. Tie-wire4kgs.63.00252.00

4. Wall Footing12mm. x 6.00m. Def. Reinforcing Steel Bars21.29kgs.40.21855.99213.9976210mm. x 6.00m. Def. Reinforcing Steel Bars11.09kgs.34.90387.04#16 G.I. Tie-wire1kg.63.0063.00

5. Roof Slab10mm. x 6.00m. Def. Reinforcing Steel Bars110.88kgs.34.903,869.71#16 G.I. Tie-wire4kgs.63.00252.00

6. Overhang Wall12mm. x 6.00m. Def. Reinforcing Steel Bars42.58kgs.40.211,711.98#16 G.I. Tie-wire1kg.63.0063.00

Sub-Total for EP22,901.56F.Direct Cost (C+E)28,586.2328,586.23G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20111,715.171,715.170.06H.Contractor's Profit (CP)10%per D.O. 29 s 20112,858.622,858.620.1I.Value Added Tax (VAT)12%per D.O. 29 s 20113,979.203,979.200.12J.Total Cost37,139.2337,139.23k.Total Unit Cost59.1059.10DETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 6MASONRY WORKSUnit of Measurement:sq.m.Output per day:56.00sq.m./dayQuantity:24.48sq.m.




B.EquipmentN/A


E.Materials1. CHB Wall100mm. x 200mm. x 400mm. CHB (NLB)273pcs.14.003,822.00150mm. x 200mm. x 400mm. CHB (NLB)77pcs.18.501,424.50Portland Cement21bags260.005,460.00Washed Sand2.30cu.m.1,000.002,300.00Gravel (G-1)0.20cu.m.1,000.00200.0010mm. x 6.00m. Def. Reinforcing Steel Bars81.31kgs.34.902,837.7212mm. x 6.00m. Def. Reinforcing Steel Bars42.58kgs.40.211,711.98#16 G.I. Tie-wire2kgs.63.00126.00

2. Plastering (25mm. Thk.)Portland Cement38bags260.009,880.00Sand (for plastering)2.20cu.m.1,300.002,860.00Red Cement5kgs.70.00350.00



Item No./Description:SPL - 7TILE WORKSUnit of Measurement:sq.m.Output per day:1.38sq.m./dayQuantity:9.64sq.m.




B.Equipmenta.Angular Grinder15300.001,500.00

Sub-Total for BP1,500.00C.Total (A+B)9,949.00D.Output per day =1.38sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials1. Floor Tiles200mm. x 200mm. Unglazed Ceramic Tiles57pcs.15.00855.00Portland Cement1bag260.00260.00Tile Grout (2kg./pack)1pack56.0056.00Tile Adhesive (25kg./bag)1bag253.00253.00

2. Wall Tiles200mm. x 200mm. Glazed Ceramic Tiles197pcs.15.002,955.00Portland Cement1bag260.00260.00Tile Grout (2kg./pack)2packs56.00112.006mm. x 2.40m. Tile Trim Plain6pcs.40.00240.00100mm. Grinding Dics1pc.94.0094.00

Sub-Total for EP5,085.00F.Direct Cost (C+E)15,034.0015,034.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 2011902.04902.040.06H.Contractor's Profit (CP)10%per D.O. 29 s 20111,503.401,503.400.1I.Value Added Tax (VAT)12%per D.O. 29 s 20112,092.732,092.730.12J.Total Cost19,532.1719,532.17k.Total Unit Cost2,026.162,026.16DETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 8PLUMBING WORKSUnit of Measurement:fixturesOutput per day:1.00fix./dayQuantity:5.00fixtures5.005


A.Labor0.7692307692a.Construction Foreman/Eng'g Assist.15524.002,620.003.846b.Skilled Laborer25366.003,660.00c.Laborer15317.001,585.00


B.Equipmenta.Threader Machine11500.00500.00

Sub-Total for BP500.00C.Total (A+B)8,365.00D.Output per day =1.00fix./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials1. Plumbing FixturesFlush Type Water Closet w/ Complete Fittings and Accessories1unit3,550.003,550.00Wall Mounted Type Lavatory w/ Complete Fittings and Accessories1unit2,848.002,848.00100mm. x 100mm. Stainless Floor Drain w/ Double Strainer1unit269.00269.00Ceramic Tissue Holder1set300.00300.00Ceramic Soap Holder1set280.00280.00

2. Storm Pipe50mm. x 3.00m. PVC Sanitary Pipe, S-10006pcs.384.002,304.0050mm. PVC Sanitary Coupling, S-10003pcs.12.0036.0050mm. x 90o PVC Sanitary Elbow, S-10001pc.23.0023.0050mm. x 50mm. PVC Sanitary Tee, S-10002pcs.33.0066.00PVC Solvent Cement (100ml/can)1can103.00103.00

3. Sanitary Pipe100mm. x 3.00m. PVC Sanitary Pipe, S-10003pcs.1,095.003,285.00100mm. x 90o PVC Sanitary Elbow, S-10002pcs.70.00140.00100mm. x 45o PVC Sanitary Elbow, S-10001pc.53.0053.00100mm. PVC Sanitary Clean Out, S-10001pc.54.0054.00100mm. x 100mm. PVC Sanitary Tee, S-10001pc.124.00124.00100mm. x 50mm. PVC Sanitary Tee, S-10003pcs.97.00291.0050mm. x 3.00m. PVC Sanitary Pipe, S-10003pcs.384.001,152.0050mm. x 90o PVC Sanitary Elbow, S-10002pcs.23.0046.0050mm. x 50mm. PVC Sanitary Tee, S-10002pcs.33.0066.0050mm. PVC Sanitary P-Trap, S-10001pc.72.0072.00100mm. PVC Sanitary Coupling, S-10002pcs.46.0092.0050mm. PVC Sanitary Coupling, S-10002pcs.12.0024.00PVC Solvent Cement (100ml/can)2cans103.00206.00

4. Cold Water Pipe12mm. x 6.00m. G.I. Pipe ASTM A53-90A Heavy Gauge Standard2pcs.678.001,356.0012mm. Brass Gate Valve (Heavy Duty)1pc.384.75384.7512mm. x 90o G.I. Elbow, ANSI B16.3 Class 150-Standard5pcs.23.00115.0012mm. x 12mm. G.I. Tee, ANSI B16.3 Class 150-Standrad2pcs.30.0060.0012mm. G.I. Coupling, ANSI B16.3 Class 150-Standard3pcs.16.7050.1012mm. G.I. Union Patent, ANSI B16.3 Class 150-Standard1pc.97.0097.0019mm. Teflon Tape2pcs.28.2556.50

Sub-Total for EP17,503.35F.Direct Cost (C+E)25,868.3525,868.35G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20111,552.101,552.100.06H.Contractor's Profit (CP)10%per D.O. 29 s 20112,586.842,586.840.1I.Value Added Tax (VAT)12%per D.O. 29 s 20113,600.873,600.870.12J.Total Cost33,608.1633,608.16k.Total Unit Cost6,721.636,721.63DETAILED UNIT PRICE ANALYSISokLabor Cost:65,284.52PROJECT NAME:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of 9.00 sq.m. Guard House w/ Comfort RoomEquipment:16,007.75Material:194,714.15

Item No./Description:1003CARPENTRY WORKSOCM:16,560.39Unit of Measurement:cu.m.CP:27,600.64Output per day:0.3485cu.m./dayVAT:38,420.09Quantity:0.11cu.m.Mobi/Demo:2,760.06361,347.60DesignationNo. PersonNo. of DaysDaily RateAmount

A.Labora.Construction Foreman/Eng'g Assist.10.3524.00167.68b.Skilled Laborer20.3366.00234.24


B.EquipmentN/A0.0

Sub-Total for BP0.0C.Total (A+B)401.92D.Output per day =0.3485cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials1. Doors(Job Order)D-1 - 0.60m. x 2.10m. Panel Type Door1set4,000.004,000.00D-2 - 0.60m. x 2.10m. PVC Door w/ Louver and PVC Jamb w/ complete Hardware and Accessories1set1,500.001,500.00

2. Door Jamb (Job Order)D-1 - 0.60m. x 2.10m. x 0.05m. x 0.15m. Yakal Jamb1set2,500.002,500.000.036

3. Window Jamb(Job Order)W-1 - 0.50m. x 1.20m. x 0.05m. x 0.15m. Yakal Jamb1set2,100.002,100.000.0255W-2 - 0.70m. x 1.20m. x 0.05m. x 0.15m. Yakal Jamb1set2,400.002,400.000.0285W-3 - 0.70m. x 0.70m. x 0.05m. x 0.15m. Yakal Jamb1set985.00985.000.021



Item No./Description:SPL - 9PAINTING WORKSUnit of Measurement:sq.m.Output per day:50sq.m./dayQuantity:65.68sq.m.


A.Laborwalla.Construction Foreman/Eng'g Assist.13524.001,572.00A(interior):26.88sq.m.b.Skilled Laborer13366.001,098.00A(exterior):18.9sq.m.c.Laborer13317.00951.00A(ceiling):9.46sq.m.A(canopy):10.44sq.m.Sub-Total for AP3,621.0065.68sq.m.Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount2.98545454554B.Equipment1gal. conc. NeutralizerN/A0.01.31368gal. cast21.89333333334Sub-Total for BP0.06.568C.Total (A+B)3,621.00D.Output per day =50.00sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.Concrete Neutralizer1gal.297.00297.00b.Solvent Based Acrylic Cast8gals.546.004,368.00c.Solvent Based Acrylic Primer4gals.817.003,268.00d.Solvent Based Acrylic Top Coat White7gals.861.006,027.00Solvent Based Thermoplastic Acrylic Rasin:e. Raw Sienna1liter110.00110.00f. Hansa Yellow1liter110.00110.00g. Black1liter110.00110.00h.Solvent Based Acrylic Reducer5gals.385.001,925.00i.7" Roller Brush w/ Handle1pc.35.0035.00j.4" Paint Brush2pcs.85.00170.00k.2" Paint Brush2pcs.30.0060.00l.#120 Sand Paper1doz.135.00135.00m.#150 Sand Paper1doz.142.00142.00

Sub-Total for EP16,757.00F.Direct Cost (C+E)20,378.0020,378.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20111,222.681,222.680.06H.Contractor's Profit (CP)10%per D.O. 29 s 20112,037.802,037.800.1I.Value Added Tax (VAT)12%per D.O. 29 s 20112,836.622,836.620.12J.Total Cost26,475.1026,475.10k.Total Unit Cost403.09403.09DETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 10SCAFFOLDING WORKSUnit of Measurement:sq.m.Output per day:3.15sq.m./dayQuantity:9.46sq.m.


A.Labora.Construction Foreman/Eng'g Assist.13524.001,572.00b.Skilled Laborer23366.002,196.00

Area:9.46sq.m.114bd.ft.Sub-Total for AP3,768.00columns:3.55m heights3.2847222222shts.Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountnumber:517.75mB.Equipment2" x 4"vertical supportN/A0.0166bd.ft.2" x 3"horizontal supportSub-Total for BP0.0337bd.ft.C.Total (A+B)3,768.002" x 2"bracesD.Output per day =3.15sq.m./day208bd.ft.Name and SpecificationsQuantityUnitUnit CostAmountlength:23.9m2" x 4"vertical supportE.Materials191.2bd.ft.a.80pcs. - 2" x 4" x 10' Coco Lumber1.2579cu.m.8,474.6010,660.005332" x 3"horizontal supportb.101pcs. - 2" x 3" x 10' Coco Lumber1.1918cu.m.8,474.6010,100.03505167.3c.62pcs. - 2" x 2" x 10' Coco Lumber0.4885cu.m.8,474.604,140.01207d.12mm. Thk. X 1.20m. X 2.40m. Ordinary Plywood4shts.589.002,356.00e.4" C.W. Nail19kgs.77.001,463.00111938898.3050847458f.2" C.W. Nail1kg.84.0084.00



Item No./Description:SPL - 11WATER PROOFING WORKSUnit of Measurement:sq.m.Output per day:12.06sq.m./dayQuantity:12.06sq.m.


A.Labora.Construction Foreman/Eng'g Assist.11524.00524.00


B.Equipment0.0

Sub-Total for BP0.0C.Total (A+B)524.00D.Output per day =12.06sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsSupply and Installation of Bituminous Membrane Polyester Reinforced Water Proofing (w/ appropriate equipment for installation)12.06sq.m.850.0010,251.00



Item No./Description:SPL - 12CONSTRUCTION OF SEPTIC TANKUnit of Measurement:cu.m.Output per day:0.31417cu.m./dayQuantity:1.885cu.m.




B.Equipmenta.Concrete Bagger Mixer2days1,376.002,752.00

Sub-Total for BP2,752.00C.Total (A+B)15,700.00D.Output per day =0.31cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.Portland Cement20bags260.005,200.00b.Washed Sand1cu.m.1,000.001,000.00c.Gravel (G-1)0.60cu.m.1,000.00600.00
user: user:Rojas Sand & Graveld.10mm. x 6.00m. Def. Reinforcing Steel Bar18pcs.129.002,322.00
user: user:Primeteche.#16 G.I. Tie - wire3kgs.63.00189.00f.100mm. x 200mm. x 400mm. CHB (NLB)139pcs.14.001,946.00g.7pcs. - 2" x 3" x 8' Coco Lumber28bd.ft.20.00560.00h.12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood2pcs.589.001,178.00i.Sand (for plastering)0.50cu.m.1,300.00650.00j.100mm. PVC Sanitary Clean Out Adaptor & Plug, S-1,0003pcs.54.00162.00k.2" C.W. Nail0.50kg.84.0042.00l.100mm x 100mm PVC Sanitary Tee, S-1,0003pcs.124.00372.00m.100mm x 3.00m PVC Sanitary Pipe, S-1,0002pcs.1,095.002,190.00n.PVC Solvent Cement (100ml/can)2cans103.00206.00

Sub-Total for EP7,495.00F.Direct Cost (C+E)23,195.0023,195.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20111,391.701,391.700.06H.Contractor's Profit (CP)10%per D.O. 29 s 20112,319.502,319.500.1I.Value Added Tax (VAT)12%per D.O. 29 s 20113,228.743,228.740.12J.Total Cost30,134.9430,134.94k.Total Unit Cost15,986.7115,986.71

Drainage PipeDETAILED UNIT PRICE ANALYSISok


LAYING OF 250.26 LN. MTRS. PVC DRAINAGE PIPEItem No./Description:SPL- 18PIPELAYINGUnit of Measurement:cu.m.Output per day:11.091cu.m./dayQuantity:123.00cu.m.


A.Labora.Construction Foreman/Eng'g Assist.111524.005,764.00b.Pipefitter111341.003,751.00c.Laborer1211317.0041,844.00


B.EquipmentTamper Rammer Machine1111,720.4018,924.400.461.07250.26123cu.m.10.904255319111.0909090909


E.Materialsa.150mm. x 6.0m. PVC Drainage Pipe, Class 3542pcs.1,064.0044,688.00b.150mm. x 45o PVC Drainage Elbow, Class 358pcs.930.007,440.00c.150mm. PVC Drainage Coupling, Class 3542pcs.384.0016,128.00d.PVC Solvent Cement (100ml/can)11cans108.001,134.00e.150mm. x 6.00m. PVC Pipe, Class150, w/R.R.1pc.4,340.004,340.00f.150mm. C.I. Body Gate Valve, M/M, NRS2pcs.12,646.0025,292.00g.Portland Cement1bag245.00245.00h.Washed Sand0.10cu.m.900.0090.00i.Gravel (G-1)0.15cu.m.900.00135.00j.150mm. C.I. Valve Box Cover2pcs.1,263.002,526.00k.12mm. x 6.00m. Def. Reinforcing Steel Bar1pc.214.00214.00

Sub-Total for EP102,232.00F.Direct Cost (C+E)172,515.40172,515.40G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 201110,350.9210,350.920.06H.Contractor's Profit (CP)10%per D.O. 29 s 201117,251.5417,251.540.1I.Value Added Tax (VAT)12%per D.O. 29 s 201124,014.1424,014.140.12J.Total Cost224,132.01224,132.01k.Total Unit Cost1,822.211,822.21Mobi/Demo:1,725.15Labor cost:51,359.00Equipment:18,924.40Material:102,232.00OCM:10,350.92CP:17,251.54VAT:24,014.14225,857.16

conc. pavement-ADETAILED UNIT PRICE ANALYSISok343.72PROJECT NAME:PROP. CONSTRUCTION OF MOBILE ASPHALT BATCHING PLANT CONCRETE PERIMETER FENCE AND CONCRETE PAVEMENT

CONSTRUCTION OF 343.72 LINEAR METERS CONCRETE PAVEMENTItem No./Description:200AGGREGATE SUBBASE COURSEUnit of Measurement:cu.m.Output per day:400.00cu.m./dayQuantity:428.88cu.m.


A.Labora.Construction Foreman/Eng'g Assist.11.07524.00560.68b.Laborer21.07317.00678.38


B.Equipmenta.Motorized Road Grader, G710A11.0717,384.0018,600.88b.Vibratory Roller (10m.t.), SP5611.0712,056.0012,899.92c.Water Truck (1000 gal.)10.088,520.00710.00


E.Materialsa.Aggreate Subbase Course (w/ 15% Shrinkage Factor)428.88cu.m.600.00257,325.98

Sub-Total for EP257,325.98F.Direct Cost (C+E)290,775.84290,775.84G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 201117,446.5517,446.550.06H.Contractor's Profit (CP)10%per D.O. 29 s 201129,077.5829,077.580.1I.Value Added Tax (VAT)12%per D.O. 29 s 201140,476.0040,476.000.12J.Total Cost377,775.97377,775.97k.Total Unit Cost880.85880.85

DETAILED UNIT PRICE ANALYSISok343.72PROJECT NAME:PROP. CONSTRUCTION OF MOBILE ASPHALT BATCHING PLANT CONCRETE PERIMETER FENCE AND CONCRETE PAVEMENT

CONSTRUCTION OF 343.72 LINEAR METERS CONCRETE PAVEMENTItem No./Description:201AGGREGATE BASE COURSEUnit of Measurement:cu.m.Output per day:400.00cu.m./dayQuantity:415.04cu.m.


A.Labora.Construction Foreman/Eng'g Assist.11.04524.00544.96b.Laborer21.04317.00659.36


B.Equipmenta.Motorized Road Grader, G710A11.0417,384.0018,079.36b.Vibratory Roller (10m.t.), SP5611.0412,056.0012,538.24c.Water Truck (1000 gal.)10.088,520.00710.00


E.Materialsa.Aggreate Base Course (w/ 15% Shrinkage Factor)415.04cu.m.600.00249,025.14

Sub-Total for EP249,025.14F.Direct Cost (C+E)281,557.06281,557.06G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 201116,893.4216,893.420.06H.Contractor's Profit (CP)10%per D.O. 29 s 201128,155.7128,155.710.1I.Value Added Tax (VAT)12%per D.O. 29 s 201139,192.7439,192.740.12J.Total Cost365,798.93365,798.93k.Total Unit Cost881.35881.35



CONSTRUCTION OF 343.72 LINEAR METERS CONCRETE PAVEMENTItem No./Description:311(1)aPCC PAVEMENT (PLAIN)- CONVENTIONAL METHOD, 150mm. THK.Unit of Measurement:sq.m.Output per day:858.64sq.m./dayQuantity:1,203.02sq.m.


A.Labora.Construction Foreman/Eng'g Assist.11.40524.00733.60b.Skilled Laborer41.40317.001,775.20c.Laborer121.40317.005,325.60


B.Equipmenta.Transit Mixer (5cu.m.)41.4010,232.0057,299.20b.Concrete Vibrator21.401,191.043,334.91c.Batching Plant (30 cu.m.)11.409,664.2413,529.94d.Payloader (1.50 cu.m.), LX80-2C11.4013,864.0019,409.60e.Concrete Screeder (5.5Hp)11.404,360.006,104.00f.Water Truck (1000 gal.)11.408,520.0011,928.00g.Concrete Saw Blade 14" (7.5Hp)11.401,339.041,874.66h.Bar Cutter, Single Phase, 25mm.10.301,758.00527.40

Sub-Total for BP114,007.70C.Total (A+B)121,842.10D.Output per day=858.64sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.Portland Cement1,721.00bags245.00421,645.00180.4531714.30353000psib.Washed Sand99cu.m.900.0089,100.001714.3035c. Gravel (G-1)180cu.m.900.

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