Personel RateRate/dayRate/hourProj. Engineer600.0075.00Construction Foreman450.0056.25Mason375.0046.88Carpenter375.0046.88H.E. Operator400.0050.00L.E. Operator325.0040.63Driver300.0037.50Steelman300.0037.50Labor250.0031.25Painter350.0043.75Roof Installer350.0043.75Welder375.0046.88Glass Installer300.0037.50Plumber325.0040.63Electrician325.0040.63

SPL-3b SETTING OF 150MM CHBDETAILED UNIT PRICE ANALYSISok

PROJECT NAME:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Control and Operator's Room

Item No./Description:SPL - 3bSetting of 150mm. CHBUnit of Measurement:sq.m.Output per day:16.00sq.m./dayQuantity:11.00sq.m.

DesignationNo. PersonNo. of DaysDaily RateAmount16" CHB8sq.m./day1mason1day2laborersA.Labora.Construction Foreman/Eng'g Assist.11524.00524.00b.Skilled Laborer21366.00732.00b.Laborer41317.001,268.00

Sub-Total for AP2,524.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.EquipmentN/A

Sub-Total for BP0.00.0C.Total (A+B)2,524.00D.Output per day=16.00sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.150mm. x 200mm. x 400mm. CHB (NLB)138pcs.18.502,553.00b.Washed Sand0.50cu.m.1,000.00500.00c. Portland Cement6bags260.001,560.00d.12mm. x 6.00m. Def. Reinforcing Steel Bar9pcs.214.001,926.00e.#16 G.I. Tie-wire0.50pcs.63.0031.50f.Hacksaw Blade43pcs.43.001,849.00

Sub-Total for EP8,419.50F.Direct Cost (C+E)10,943.50G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 2011656.61H.Contractor's Profit (CP)10%per D.O. 29 s 20111,094.35I.Value Added Tax (VAT)12%per D.O. 29 s 20111,523.34J.Total Cost14,217.80k.Total Unit Cost1,292.53 Pag-ibig 500.002,960.00SSS560.009,300.00Witholding Tax1,900.0012,260.009,300.00320.0012,580.0012,580.003,280.009,300.006,900.0010805,820.0011805001000505005001000505005001000505005002525175200375

SPL-5b TILE WORKS (FLOOR TILES)DETAILED UNIT PRICE ANALYSISok

PROJECT NAME:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Control and Operator's Room

Item No./Description:SPL - 5bTile Works (floor tiles)Unit of Measurement:sq.m.Output per day:3.68sq.m./dayQuantity:31.75sq.m.

DesignationNo. PersonNo. of DaysDaily RateAmount3.68sq.m./day
user: user:for glazed tiles1mason9day1laborersA.Labora.Construction Foreman/Eng'g Assist.19524.004,716.00main control (floor)28sq.m.b.Skilled Laborer29366.006,588.00A(tiles 40cmx40cm)0.16sq.m.b.Laborer29317.005,706.00n175pcs.176.10Sub-Total for AP17,010.00say177pcs.Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountcr (floor)3.75sq.m.B.EquipmentA(tiles 20cmx20cm)0.04sq.m.a.Angular Grinder19300.002,700.00n94pcs.1,701.00104pcs.

Sub-Total for BP4,401.00C.Total (A+B)21,411.00D.Output per day=3.68sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials2.7305a.400mm. x 400mm. Granite Floor Tiles177pcs.195.0034,515.003.4925b.200mm. x 200mm. Unglazed Ceramic Floor Tiles104pcs.15.001,560.008packc.Portland Cement3bags260.00780.00d.Tile Adhesive (25kg./bag)4bags253.001,012.00e.Tile Grout (2kg./pack)8pack56.00448.00f.100mm. Grinding Dics1pc.94.0094.00

Sub-Total for EP38,409.00F.Direct Cost (C+E)59,820.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20113,589.20H.Contractor's Profit (CP)10%per D.O. 29 s 20115,982.00I.Value Added Tax (VAT)12%per D.O. 29 s 20118,326.94J.Total Cost77,718.14k.Total Unit Cost2,447.82 Pag-ibig 500.002,960.00SSS560.009,300.00Witholding Tax1,900.0012,260.009,300.00320.0012,580.0012,580.003,280.009,300.006,900.0010805,820.0011805001000505005001000505005001000505005002525175200375

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

GANTT CHARTPROJECT :IMPROVEMENT OF WATER SYSTEM AT CANELAR ELEMENTARY SCHOOLLocation :Tripplet Road, Canelar Moret, Zamboanga CityProject Cost :Php26,653.27Project Duration :Twelve (12) Calendar DaysManpower Requirements:5 Manpower (1-Construction Foreman/Eng'g Assist., 2-Laborer and 2-Skilled Laborer)

Work ItemAmounts% PerfectedC A L E N D A R D A Y S123456789101112SPL - 1Mobilization/DemobilizationPhP253.840.95%SPL - 2Standpost Concrete Pad (500mm. x 1000mm.)PhP3,858.8214.48%SPL - 3Plumbing WorksPhP19,275.9572.32%SPL - 4Concrete CuttingPhP771.502.89%SPL - 5Concrete RestorationPhP2,493.169.35%

TOTAL PROJECT COSTPhp26,653.27100%CASH OUTLAY REQUIREMENTPhp26,653.27TARGETED COMPLETION THIS PERIOD100.00%COMMULATIVE COMPLETION TO DATE100.00%

RecommendingPrepared by:Checked & Submitted by:Approved by:Project Implementation:Approved for Project Implementation:

FELIXBERTO R. CAARE, JR. RMPEDITO M. BAUTISTAMARLI ACOSTA-DE FIESTAARNULFO A. ALFONSOLEONARDO REY D. VASQUEZResearcher/Analyst A (J.O.)Officer-In-ChargeOfficer-In-ChargeAssistant General ManagerGeneral ManagerPlanning DivisionDesign DivisionEngineering and Construction DepartmentTechnical Services Group

12345678supervision1111111115I18885454545454545454545454302C, 2L, 2W, 2M, 2PII10210Php6.86Php6.86Php6.86Php6.86Php6.86Php6.86Php6.86Php6.86Php6.86Php6.86Php6.86452ST, 4LIII6649.009.009.009.009.009.009.009.009.009.009.00606L, 2M, 2CIV8662M, 4LV66662W, 2C, 4LVI688282P, 2LVII441014LVIII66142525252525252525

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-L28121212121212121212121212121212121212121212121212222222225e. Scaffolding Works2-C142222222222222222222222226f. Rebar Works4-STL, 4-L30124444444448888888888888888888888887g. Demobilization2-C, 4-M, 4-STL, 10-L122232323232323232323232323232323232323232323232323232323232323232323232323232323232323232323232323001-EA2-C, 4-L

4-L82-C, 4-M, 2-L82-C, 4-M, 4-STL, 10-L122-C, 4-M, 4-STL, 10-L2-C4-STL2-C, 4-M, 4-STL, 10-L2525252727

ABCRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga CityStandard Form Number: SF-INFR-01Contract Reference NumberRevised on: July 28, 2004Name of the ContractLocation of the ContractAPPROVED BUDGET FOR THE ADMIN.

IMPROVEMENT OF WATER SYSTEM AT CANELAR ELEMENTARY SCHOOLTripplet Road, Canelar Moret, Zamboanga CityStations : Length : Contract Duration:Twelve (12) Calendar DaysDESCRIPTIONQUANTITYUNITMARK-UPSTOTAL MARK-UPVATTOTAL COSTITEMESTIMATEDIN PERCENTTOTALUNITNO.DIRECT COSTOCMPROFIT%VALUEINDIRECT COSTCOST

(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12)(13)(5)X(8)5%((5)+(9))(9)+(10)(5)+(11)(13)/(3)SPL - 1Mobilization/Demobilization1lot253.840%0%0%0.000.000.00253.84253.84SPL - 2Standpost Concrete Pad (500mm. x 1000mm.)0.20cu.m.3,710.404%0%4%148.420.00148.423,858.8219,294.08okSPL - 3Plumbing Works1.00lot18,534.574%0%4%741.380.00741.3819,275.9519,275.95okSPL - 4Concrete Cutting10.80ln.m.741.834%0%4%29.670.0029.67771.5071.44okSPL - 5Concrete Restoration0.324cu.m.2,397.274%0%4%95.890.0095.892,493.167,694.94ok

TOTAL25,637.911,015.3626,653.27

Prepared by:Checked & Reviewed by:Approved by:Recommending Project Implementation:ERROR:#REF!

FELIXBERTO R. CAARE, JR., RMPEDITO M. BAUTISTA, JR.MARLI ACOSTA - DE FIESTAARNULFO A. ALFONSOResearcher/ Analyst A (J.O.)Officer-In-ChargeOfficer-In-ChargeAssistant General ManagerPlanning DivisionDesign DivisionEngineering & Construction DepartmentTechnical Services Group

Approved for Project Implementation:

LEONARDO REY D. VASQUEZGeneral Manager

25,384.07253.84

BREAKDOWNPROJECT/LOCATION OF PROJECT:IMPROVEMENT OF WATER SYSTEM AT CANELAR ELEMENTARY SCHOOLTripplet Road, Canelar Moret, Zamboanga CityLaborMaterialsEquipmentOCMProfitVAT

BREAKDOWN OF EXPENDITURES% OF TOTALAMOUNT8,902.4515,271.371,210.251,015.36I - ESTIMATED COST253.84A. DIRECT COST:1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . . 0.89253.842. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .53.3415,271.3726,653.272.1 Supply Delivery . . . . . . . . . . . . . . . . . . . . . . . . .2.2 Testing Materials . . . . . . . . . . . . . . . . . . . . . . . .3. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . .31.108,902.454. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . .4.231,210.25

B.1. INDIRECT COST:1. Overhead contingency Miscellaneous . . . . . . . . . . . . . . 3.551,015.362. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .B.2. VAT & INCIDENTAL EXPENSES:1. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .2. Value Added Tax (5% of EDC, OCM and Profit) . . . . . . 3. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .

S U B - T O T A L (CONTRACT COST)26,653.27

II - ESTIMATED GOVERNMENT EXPENDITURES1. Engineering & Administrative Overhead2.25643.572. 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 L643.57

III - CONTINGENCIES/RESERVED:1. Physical (up to 5% of the Estimated Contract Cost) . . . . . . .4.651,332.662. Price Escalation (up to 12% of the Estimated Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. Preliminary Engineering . . . . . . . . . . . . . . . . . . . . . . . . . .

TOTAL ESTIMATED PROJECT COST100.0028,629.50

PREPARED BY:CHECKED & SUBMITTED BY:

FELIXBERTO R. CAARE, JR., RMPEDITO M. BAUTISTA, JR.Researcher/Analyst A (J.O.)Officer - In - ChargePlanning DivisionDesign Division

APPROVED BY:RECOMMENDING PROJECT IMPLEMENTATION:

MARLI ACOSTA - DE FIESTAARNULFO A. ALFONSOOfficer - In - ChargeAssistant General ManagerEng'g and Construction DepartmentTechnical Services Group

APPROVED FOR PROJECT IMPLEMENTATION:

LEONARDO REY D. VASQUEZGeneral Manager

Sheet5Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City

INDIVIDUAL PROGRAM OF WORK2-Jul-15

PROJECT/LOCATION OF PROJECT:APPROPRIATE:Php28,629.50IMPROVEMENT OF WATER SYSTEM AT CANELAR ELEMENTARY SCHOOLSOURCE OF FUNDS:ISSUED OBLIGATED:Tripplet Road, Canelar Moret, Zamboanga CityAUTHORITY RELEASED:CALENDAR DAYSTwelve (12) Calendar DaysPROJECT CATEGORY:TO COMPLETE:DESIRABLE STARTING DATE:upon ApprovalSchool FacilityCONTRACT / / ADMINISTRATION / X /PROJECT DESCRIPTION:Construction of 10 Units Faucet Hand Washing Counter

MININUM EQUIPMENT REQUIREDTECHNICAL PERSONNEL REQUIREDDescriptionNo.DescriptionNo.DescriptionNo.Description1Construction Foreman/Eng'g Assist.1Mason1Plumber2Laborers

ESTIMATED COST OF PROPOSED PROJECTSITEM NO.DESCRIPTION% OF TOTALUNITQTY.DIRECT COSTADJUSTED UNIT COSTTOTALUNIT COSTSPL - 1Mobilization/Demobilization0.99%lot1.00253.84253.84253.84okSPL - 2Standpost Concrete Pad (500mm. x 1000mm.)14.47%cu.m.0.203,710.4018,552.0019,294.08okSPL - 3Plumbing Works72.29%lot1.0018,534.5718,534.5719,275.95okSPL - 4Concrete Cutting2.89%ln.m.10.80741.8368.6971.44okSPL - 5Concrete Restoration9.35%cu.m.0.3242,397.277,398.987,694.94okok okokTOTAL100%25,637.91256.38Mobilization/Demobilization2,602,140.83MaterialsPREPARED BY:CHECKED & SUBMITTED BY:238,358.56Labor268,041.99Equipment Expenses187,811.72OCMFELIXBERTO R. CAARE, JR., RMPEDITO M. BAUTISTA, JR.313,019.54ProfitResearcher/Analyst A (J.O.)Officer - In - Charge435,723.20VATPlanning DivisionDesign Division

APPROVED BY:RECOMMENDING PROJECT IMPLEMENTATION:

MARLI ACOSTA - DE FIESTAARNULFO A. ALFONSOOfficer - In - ChargeAssistant General ManagerEng'g and Construction DepartmentTechnical Services Group

APPROVED FOR PROJECT IMPLEMENTATION:

LEONARDO REY D. VASQUEZGeneral Manager

Stand postDETAILED UNIT PRICE ANALYSISok

PROJECT NAME:IMPROVEMENT OF WATER SYSTEM AT CANELAR ELEMENTARY SCHOOLLocation:Tripplet Road, Canelar Moret, Zamboanga City

Item No./Description:SPL - 2Standpost Concrete Pad (500mm. x 1000mm.)Unit of Measurement:cu.m.Output per day:0.20cu.m./dayQuantity:0.20cu.m.

DesignationNo. PersonNo. of DaysDaily RateAmount
user: user:for glazed tiles

A.Labora.Construction Foreman/Eng'g Assist.11524.00524.00b.Skilled Laborer11366.00366.00b.Laborer21317.00634.00

Sub-Total for AP1,524.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.EquipmentMinor Tools (10% of labor cost)152.40

Sub-Total for BP152.40C.Total (A+B)1,676.40D.Output per day=0.20cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.Portland Cement2bags285.00570.000.23002752802852b.Washed Sand0.10cu.m.1,000.00100.000.1c.Gravel (G-1)0.20cu.m.1,000.00200.00d.10mm. x 6.00m. Def. Reinforcing Steel Bar2pcs.140.00280.00180115125140e.#16 G.I. Tie-wire1kg.63.0063.0078535863f.12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood1pc.730.00730.00830630730g.2" C.W. Nail1kg.43.0043.0047433943h.Hacksaw Blade1pc.48.0048.0040564848

Sub-Total for EP2,034.00F.Direct Cost (C+E)3,710.40G.Overhead, Contingencies & Miscellaneous4%per D.O. 22 s 2015148.42H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost3,858.82k.Total Unit Cost19,294.08

PlumbingDETAILED UNIT PRICE ANALYSISok

PROJECT NAME:IMPROVEMENT OF WATER SYSTEM AT CANELAR ELEMENTARY SCHOOLLocation:Tripplet Road, Canelar Moret, Zamboanga City

Item No./Description:SPL - 3Plumbing WorksUnit of Measurement:lotOutput per day:Quantity:1.00lot21ln.m. capacityDesignationNo. PersonNo. of DaysDaily RateAmount26.000l.m./day
user: user:for glazed tiles2masons0.81day2laborersA.Labora.Construction Foreman/Eng'g Assist.14524.002,096.00surface area:2.24sq.m.b.Skilled Laborer14455.001,820.00height:0.35m.b.Laborer24317.002,536.00# of 4" CHB:28pcs.

Sub-Total for AP6,452.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.EquipmentMinor Tools (10% of labor cost)645.20

Sub-Total for BP645.20C.Total (A+B)7,097.20D.Output per day=Name and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsAt Standpost12mm. G.I. Coupling, ANSI B16.3 Class 150-Standard2pcs.17.3334.6612mm. Brass Faucet Plain Bibb2pcs.376.95753.9012mm. x 50mm. G.I. Nipple, ANSI B16.3 Class 150-Standard (Standard BSP Thread, Both Ends)2pcs.12.3424.6812mm. x 90o G.I. Elbow, ANSI B16.3 Class 150-Standard6pcs.12.3474.0412mm. x 700mm. G.I. Nipple, ANSI B16.3 Class 150-Standard (Standard BSP Thread, Both Ends)2pcs.66.15132.307.6886.412mm. x 850mm. G.I. Nipple, ANSI B16.3 Class 150-Standard (Standard BSP Thread, Both Ends)2pcs.80.33160.6612mm. x 12mm. G.I. Tee, ANSI B16.3 Class 150-Standrad1pc.16.2816.2812mm. Plasson Male Adaptor BSP Thread1pc.38.3338.3312mm. x 960mm. G.I. Nipple, ANSI B16.3 Class 150-Standard (Standard BSP Thread, Both Ends)2pcs.90.72181.4419mm. Teflon Tape5pcs.15.7578.75

At Boy's CR12mm. Brass Faucet Plain Bibb11pcs.376.954,146.4519mm. Teflon Tape6pcs.15.7594.50

At Girl's CR12mm. Brass Faucet Plain Bibb9pcs.376.953,392.5519mm. Teflon Tape5pcs.15.7578.75

At Inlet 12mm. x 12mm. G.I. Tee, ANSI B16.3 Class 150-Standrad2pcs.16.2832.5612mm. Plasson Male Adaptor BSP Thread3pcs.38.33114.9919mm. Teflon Tape2pcs.15.7531.50

For Leakage Repair19mm. x 30.00m. P.E. Tubing, SDR-1130ln.m.13.39401.7012mm. x 6.00m. G.I. Pipe ASTM A53-90A Heavy Gauge Standard1pc.711.90711.9012mm. x 90o G.I. Elbow, ANSI B16.3 Class 150-Standard1pc.12.3412.3412mm. G.I. Coupling, ANSI B16.3 Class 150-Standard2pcs.17.3334.6612mm. Plasson Tee1pc.89.2589.2512mm. Plasson Female Adaptor4pcs.38.33153.3212mm. x 90o Plasson Elbow1pc.66.1566.1512mm. Plasson Coupling3pcs.59.85179.5519mm. Teflon Tape3pcs.15.7547.25

For Interconnection12mm. Plasson Male Adaptor BSP Thread2pcs.38.3376.6612mm. Brass Gate Valve1pc.262.50262.5019mm. Teflon Tape1pc.15.7515.75

Sub-Total for EP11,437.37F.Direct Cost (C+E)18,534.57G.Overhead, Contingencies & Miscellaneous4%per D.O. 22 s 2015741.38H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost19,275.95k.Total Unit Cost19,275.95 Pag-ibig 500.002,960.00SSS560.009,300.00Witholding Tax1,900.0012,260.009,300.00320.0012,580.0012,580.003,280.009,300.006,900.0010805,820.0011805001000505005001000505005001000505005002525175200375

Concrete CuttingDETAILED UNIT PRICE ANALYSISok

PROJECT NAME:IMPROVEMENT OF WATER SYSTEM AT CANELAR ELEMENTARY SCHOOLLocation:Tripplet Road, Canelar Moret, Zamboanga City

Item No./Description:SPL - 4Concrete CuttingUnit of Measurement:ln.m.Output per day:50.00ln.m./dayQuantity:10.80ln.m.

DesignationNo. PersonNo. of DaysDaily RateAmount
user: user:for glazed tiles

A.Labora.Construction Foreman/Eng'g Assist.10.22524.00113.18b.Skilled Laborer10.22366.0079.06b.Laborer20.22317.00136.94

Sub-Total for AP329.18Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.EquipmentConcrete Cutter10.221,758.00379.73Minor Tools (10% of labor cost)32.92

Sub-Total for BP412.65C.Total (A+B)741.83D.Output per day=50.00ln.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials0.230027528028520.1

Sub-Total for EP0.0F.Direct Cost (C+E)741.83G.Overhead, Contingencies & Miscellaneous4%per D.O. 22 s 201529.67H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost771.50k.Total Unit Cost71.44

RestorationDETAILED UNIT PRICE ANALYSISok

PROJECT NAME:IMPROVEMENT OF WATER SYSTEM AT CANELAR ELEMENTARY SCHOOLLocation:Tripplet Road, Canelar Moret, Zamboanga City

Item No./Description:SPL - 5Concrete RestorationUnit of Measurement:cu.m.Output per day:0.875cu.m./dayQuantity:0.324cu.m.21ln.m. capacityDesignationNo. PersonNo. of DaysDaily RateAmount26.000l.m./day
user: user:for glazed tiles2masons0.81day2laborersA.Labora.Construction Foreman/Eng'g Assist.10.4524.00194.03surface area:2.24sq.m.b.Skilled Laborer10.4455.00168.48height:0.35m.b.Laborer20.4317.00234.76# of 4" CHB:28pcs.

Sub-Total for AP597.27Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountwidth:0.4m.B.Equipmentlength:5.4m.Nonethickness:0.15m.0.0vol:0.324

0.16215.67Sub-Total for BP0.0x35C.Total (A+B)597.27D.Output per day=0.875cu.m./day0.324111.34Name and SpecificationsQuantityUnitUnit CostAmountx35

E.Materialsa.Portland Cement3bags285.00855.00b.Washed Sand6bags52.50315.0015c.Gravel (G-1)12bags52.50630.0020

7.6886.4Sub-Total for EP1,800.00F.Direct Cost (C+E)2,397.27G.Overhead, Contingencies & Miscellaneous4%per D.O. 22 s 201595.89H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost2,493.16k.Total Unit Cost7,694.94 Pag-ibig 500.002,960.00SSS560.009,300.00Witholding Tax1,900.0012,260.009,300.00320.0012,580.0012,580.003,280.009,300.006,900.0010805,820.0011805001000505005001000505005001000505005002525175200375

MobiliDETAILED UNIT PRICE ANALYSISok

PROJECT NAME:IMPROVEMENT OF WATER SYSTEM AT CANELAR ELEMENTARY SCHOOLLocation:Tripplet Road, Canelar Moret, Zamboanga City

Item No./Description:SPL - 1Mobilization/DemobilizationUnit of Measurement:lotOutput per day:Quantity:1.00lot

DesignationNo. PersonNo. of DaysDaily RateAmount
user: user:for glazed tiles

A.LaborNone

Sub-Total for AP0.0Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.EquipmentNone

Sub-Total for BP0.0C.Total (A+B)0.0D.Output per day=Name and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsNote: Per D.O. 22 Series 2015, Mobilization 0.23002752802852should not exceed 1% of Estimated Direct CostEstimated Direct Cost25,384.07Mobi/Demo (1% of E.D.C.)253.840.1

Sub-Total for EP253.84F.Direct Cost (C+E)253.84G.Overhead, Contingencies & Miscellaneous0%per D.O. 22 s 20150.0H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost253.84k.Total Unit Cost253.84