cpRepublika ng PilipinasDepartment of AgriculturePambansang Pangasiwaan ng Patubig(NATIONAL IRRIGATION ADMINISTRATION)Cordillera Administrative RegionOffice Address:Wangal, La Trinidad, Benguet (074)422-5064Telephone Nos.: ( 074)422 TIN No. 000-916-415________________________________________________________________________________BUAS NABUSUKANCOMMUNAL IRRIGATION SYSTEMBuguias, BenguetPROGRAM OF WORK

tabTABLE OF CONTENTSPageCover PageTable of ContentsiI.Individual Program of Work1II.Overall Yearly Projected Program of Work2III.Breakdown of Sub-total "A"3IV.Construction Schedule (S-Curve)4V.Master List of Irrigation Facilities5VI.Detailed Engineering6VII.Institutional Development Program8VIII.Computation of Quantities9IX.Derivation of Unit cost of Construction Materials10X.Derivation of Unit cost Per Item of Work15XI.Accessories19XII.Project Procurement Management Plan20

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p1newNATIONAL IRRIGATION ADMINISTRATIONREGPIPSUMMARY OF CY __2015___ PROGRAM OF WORK (POW)Attachment "A"AGENCY:NATIONAL IRRIGATION ADMINISTRATIONProgram No.:SUBJECT:CY 2015 PROGRAM OF WORKDate:May 19, 2014PROJECT TITLE:LENGAOAN PIPI. GENERAL INFORMATION1. Project Location5. Overall Project Cost (P)OriginalReviseda. RegionCordillera Administrative Regiona. GOP350,000-b. Barangay /Lengaoanb. Loan Proceeds--Municipality /Buguiasc. Others (Equity, etc.)--ProvinceBenguetTOTAL350,000-2. Service Area (Has.)6. AppropriationCY POWTOTALa. New Area3.00has3.00hasb. Rehab Areaa. Source of FundREGPIP 2015c. Restoredb. Amount of CY POW350,000d. Later Years3. Source of WaterKetang Spring7. Overall Implementation Schedule4. Type of IrrigationOriginalReviseda. Run off the Rivera. Physical Starting DateMar. 01, 2015-b. Reservoirb. Completion DateMar. 30, 2015-c. Ground Water Pumpx89II. WORK TO BE DONE (For the current year)1. Performance Weight%2. Starting Date:Mar. 01, 2015138a. Contract Works-3. No. of days to Complete:30.00 daysb. Force Account Works94.73c. Others5.27TOTAL100.00III. BREAKDOWN OF CURRENT YEAR PROGRAMField OfficeCentral OfficeTotalPrepared :DIRECT COSTI. CIVIL WORKSa. Contract Works---MARIBEL C. SALEYEngineering Asst. Ab. Force Account Works331,551-331,5512. INSTITUTIONAL DEVT. PROGRAM5,250-5,250Checked :3. CONSTRUCTION SURVEY13,199-13,199GODOFREDO B. VELAQUE4. PARCELLARY MAPPING/SURVEY---Engineer A5. RIGHT OF WAY ACQUISITION,PLANT/PROPERTY DAMAGES---Recommending Approval :6. PROCUREMENT OF EQUIPMENT& VEHICLES (for FAPs)---RAYMUNDO B. APILManager, Eng'g. & Operations Division7. CONSULTING SERVICES---8. TAXES (For selected FAPs)---Approved :9. CONTINGENCIES0.0-0.0JOHN L. SOCALOTOTAL DIRECT COST350,000-350,000Regional Manager AIV. SOURCES OF FUNDSNoted :A. CAPITAL OUTLAYEFREN S. R0QUIZA1. GOP350,000-350,000Acting Manger, Operations Department2. LOAN PROCEEDS---

p-1INDIVIDUAL PROGRAM OF WORKCY 2013 IMPLEMENTATIONProgram No.Date :April 23, 2014I.GENERAL INFORMATIONNewRestoration1. Name of Project:LENGAOAN PIP7. Potential Irrigable Area:13.00has.0.002. Location:Buguias, Benguet8. Irrig. Before this program:003. Overall Work Program: P477,781.009. Overall Programmed Area:13.00has.0.004. CY Program:477,781.00a. Accomplished to date:0.005. Fund Source:REGPIPb. Programmed this year:8.00has.0.006. Funding:c. Programmed for later years:5.000a. CY Allocation: P477,781.0010. Towns Covered:Buguias, Benguet11. Sources of Water:Toking SpringII.WORK TO BE UNDERTAKENStarting Date:Feb. 01, 2013FORCE ACCOUNT WORK (NIA)Completion Date:April 30, 2013III.WORK TO BE DONE:CODE% WTIV. EQUIPMENT TO BE USED:ICANALIZATION0327.22IICANAL STRUCTURES0435.21Mini - Dump truckIII.CONSTRUCTION SURVEY053.77Stake TruckIVIDP061.50V.EQUIPMENT REPAIR070.067.70V.ITEMS OF WORKCODEUNITQUANTITYUNIT COSTESTIMATED COSTI. CANALIZATION03A. Clearing and Grubbing31sq.m.960.0015.1214,515.2095,282.80D. Proc / Deliver / Inst'n of 1/2 " HDPE SDR 13.578blm.480.00147.1270,617.60F. Accessorieslslsls10,150.00II.CANAL STRUCTURES04ReservoirA. Indurated Excavation35cu.m.3.46605.022,093.37123,230.29B. Gravel Blanket45cu.m.0.585,895.133,419.18C. 211 kg/sq RC Reservoir39C.1. Class "A" concretecu.m.5.0218,688.6993,817.22(excluding labor on manual hauling)C.2. Labor on manual haulingcu.m.5.024,761.0623,900.52( stockpile - jobsite )III. PUMP AND ACCESSORIESA. Proc / Deliver / Inst'n. of pump & pump accessoriesls1.00113,037.66113,037.66III. CONSTRUCTION SURVEY05lslsls13,199.25IV. IDP06lslsls5,250.000.0SUB - TOTAL " A " P350,000.00VI. BREAKDOWN OF SUB-TOTAL "A"INDIRECT COST(1-02) Wages including leaves6,542.491. GESA ______________46,391.961627780.79218665INDIRECT COST(1-15) Term Insurance and Gov't. Share2. MANAGEMENT FEE ___81,389.041. GESA ______________10,500.09(02) Traveling Expenses477,781.002. MANAGEMENT FEE ___50,000.00(06.a) Equipment Rental5,075.81Submitted by :410,500.09(06.b) Sundries(07.a) Construction Materials225,479.46LIZA JANE C. CHUGSAYAN10,500.00(07.b) Fuel and Oil9,415.59Chief, Planning & Design Unit0.0(07.c) Spareparts3,169.20(20.a) Civil Works/Labor81,868.19Checked by :(20.b) ROW and Damages(21) Equipment Repair0.0BRADLEY G. GROSPE23,889.05Chief, Engineering SectionSUB - TOTAL "A "______________[$P ] 331,550.75Recommending Approval :BENITO T. ESPIQUE JR.Manager, Eng'g. & Operations DivisionNoted :Approved :DEXTER G. PATROCINIOJOHN L. SOCALOManager, Operations DepartmentRegional Manager AUnang Pnalangin

Q1NATIONAL IRRIGATION ADMINISTRATIONLENGAOAN PIPMANPOWER REQUIREMENT, EQUIPMENT REQUIREMENT, & CASH REQUIREMENTCY 2015 PROGRAM OF WORKSAttachment "C"1 of 2I. MANPOWER REQUIREMENTNumber ofJanuary 2015February 2015March 2015Personnel1. Monthly Personnel22-TOTAL (1ST QUARTER)2. Daily Personnel2223. Contractual66-II. EQUIPMENT REQUIREMENTUnits1. Stake Truck1112. Pick up111III. MATERIALS REQUIREMENTIV. CASH REQUIREMENTJanuary 2015February 2015March 2015TOTALPCLP-CashPCLP-CashPCLPPeso CounterpartLP-CashF.O.C.O.F.O.C.O.F.O.C.O.F.O.C.O.F.O.C.O.F.O.C.O.F.O.C.O.F.O.C.O.DIRECT COST1. CIVIL WORKSa. Contract Works0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0b. Force Account Works0.00.0--225,4790.00.00.0106,0710.00.00.0331,5510.00.00.0--2. Institutional Development Program0.0---3,0650.00.00.02,1850.00.00.05,2500.00.00.03. Construction Survey0.0-0.00.08,0300.00.00.05,1690.00.00.013,1990.00.00.04. Parcellary Mapping/Survey0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.05. RIGHT OF WAY ACQUISITION, PLANT/0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0PROPERTY DAMAGES (For FAPs )6. PROCUREMENT OF EQUIPMENT &0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0VEHICLES7. CONSULTING SERVICES0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.08. TAXES (For Selected FAPs)0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.09. CONTINGENCIES0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0TOTAL DIRECT COST0.00.00.00.0236,5750.00.00.0113,4250.00.00.0350,0000.00.00.0

Q2NATIONAL IRRIGATION ADMINISTRATIONLOO DEPPAS CISMANPOWER REQUIREMENT, EQUIPMENT REQUIREMENT, & CASH REQUIREMENTCY _2015____ PROGRAM OF WORKSAttachment "C"2 of 3I. MANPOWER REQUIREMENTNumber ofApril ____May ____June ____Personnel1. Monthly Personnel2-01TOTAL (2nd QUARTER)2. Daily Personnel22223. Contractual6---II. EQUIPMENT REQUIREMENTUnits1. Stake Truck112. Pick up1111III. MATERIALS REQUIREMENTIV. CASH REQUIREMENTApril ____May ____June ____TOTALPCLP-CashPCLP-CashPCLPPeso CounterpartLP-CashF.O.C.O.F.O.C.O.F.O.C.O.F.O.C.O.F.O.C.O.F.O.C.O.F.O.C.O.F.O.C.O.DIRECT COST1. CIVIL WORKSa. Contract Works0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0b. Force Account Works1,101,4210.00.00.016,5840.00.00.031,7820.00.00.01,149,7870.00.00.02. Institutional Development Program5,4380.00.00.00.00.00.00.00.00.00.00.05,4380.00.00.03. Construction Survey0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.04. Parcellary Mapping/Survey0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.05. RIGHT OF WAY ACQUISITION, PLANT/PROPERTY DAMAGES (For FAPs )0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.06. PROCUREMENT OF EQUIPMENT &VEHICLES0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.07. CONSULTING SERVICES0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.08. TAXES (For Selected FAPs)0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.09. CONTINGENCIES0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0TOTAL DIRECT COST1,106,8590.00.00.016,5840.00.00.031,7820.00.00.01,155,2250.00.00.0

QTOTALNATIONAL IRRIGATION ADMINISTRATIONLENGAOAN PIPMANPOWER REQUIREMENT, EQUIPMENT REQUIREMENT, & CASH REQUIREMENTCY 2015 PROGRAM OF WORKAttachment "C"2 of 2I. MANPOWER REQUIREMENTNumber ofPersonnel1. Monthly Personnel2GRAND TOTAL2. Daily Personnel23. Contractual6II. EQUIPMENT REQUIREMENTUnits1. Stake Truck12. Pick up1REGULAR BUDGETIII. MATERIALS REQUIREMENTIV. CASH REQUIREMENTPeso CounterpartLP-CashTOTALF.O.C.O.F.O.C.O.PCLPTOTALDIRECT COST1. CIVIL WORKS0.00.00.0a. Contract Works0.00.00.00.00.00.00.0b. Force Account Works331,5510.00.00.00.00.0331,5512. Institutional Development Program5,2500.00.00.00.00.05,2503. Construction Survey13,1990.00.00.00.00.013,1994. Parcellary Mapping/Survey0.00.00.00.00.00.00.05. RIGHT OF WAY ACQUISITION, PLANT/PROPERTY DAMAGES (For FAPs )0.00.00.00.00.00.00.06. PROCUREMENT OF EQUIPMENT &VEHICLES0.00.00.00.00.00.00.07. CONSULTING SERVICES0.00.00.00.00.00.00.08. TAXES (For Selected FAPs)0.00.00.00.00.00.00.09. CONTINGENCIES0.00.00.00.00.00.00.0TOTAL DIRECT COST350,0000.00.00.00.00.0350,000Prepared :Checked :Recommending Approval :Approved :MARIBEL C. SALEYGODOFREDO B. VELAQUERAYMUNDO B. APILJOHN L. SOCALOEngineering Asst. AEngineer AManager, Engineering & Operations DivisionRegional Manager

D1LENGAOAN PIPDETAILED BREAKDOWN OF CY _2015__ PROGRAM OF WORKSAttachment "D "ACTIVITYWORK TO BE DONEunitQuantityUnit CostEstimated0.0CostA. DIRECT COSTI. CONTRACT WORKS----5,567,00011,580,000II. FORCE ACCOUNT WORKS7,148,0001. Civil Works (Breakdown of Activities)CANALIZATIONA. Clearing and Grubbingsq.m.960.0015.1214,515.20B. Proc / Deliver / Inst'n of 1 1/2 " HDPE SDR 13.5lm480.00147.1270,617.60C. Accessorieslslsls10,150.00CANAL STRUCTUREReservoirA. Indurated Excavationcu.m.3.46605.022,093.37B. Gravel Blanketcu.m.0.585,895.133,419.18C. 211 kg / sq.cm. RC ReservoirC.1. Materialcu.m.5.0218,688.6993,817.22C.2. Laborcu.m.5.024,761.0623,900.52PUMP & PUMP ACCESSORIESA. Proc / Deliver / Inst'n. of pump & accessoriesls1.00113,037.66113,037.662. IDP (Beakdown of activities)ls0.00.05,250.002000013. Construction Survey (Lumpsum)ls0.00.013,199.25350,0000.014. Parcellary Survey (Lumpsum)-0.00.00.0Sub-total 2 (FAW)350,000.00IV. PROCUREMENT OF EQUIPMENT & VEHICLES(For FAPs only)----V. CONSULTING SERVICES----VI. TAXES (For selected FAPs only)----VII. CONTINGENCIES1. Physical Contingency----2. Financial Contingency----TOTAL DIRECT COST350,000.00Prepared :Checked :MARIBEL C. SALEYGODOFREDO B. VELAQUEEng'g. Asst. ASupervising Engineer AEngineer ARecommending Approval :Approved :RAYMUNDO B. APILJOHN L. SOCALOManager, Engineering & Operations DivisionRegional Manager

350,000.00

c-fileOVERALL YEARLY PROJECT PROGRAM OF WORK(Commitment File)Name of Project:LENGAOAN PIPDate:4/23/14Area to be restored this program:0.0hasProject Code: CP11-01Area to be gen. this program:8.00hasDescription Code: SS - GD - L- R - CAR - 2012TOTAL8.00hasCODEITEMS OF WORKUNITQTYUNITSCHEDULECOSTStartingCompletionDateDate310.003I. CANAL STRUCTURE0.0A. Clearing and Grubbing960.00300.00.00.0310cu.m.480.000.005-01-201205-01-2012133D. Proc / Deliver / Inst'n of 1/2 " HDPE SDR 13.5cu.m.0.00.005-02-201205-02-20120.0390cu.m.0.00.005-06-201205-30-20120.078F. Accessorieslmlsls05-03-201205-05-20120.0A. Indurated Excavation3.46104B. Gravel Blanket0.58179C. 211 kg/sq RC Reservoirunit5.020.004-01-201204-30-2012310.0C.1. Materials300.005CONSTRUCTION SURVEYlslsls03-01-201203-30-201206IDPlslsls04-01-201205-30-201207EQUIPMENT REPAIRlslsls04-01-201205-30-2012310.0Prepared by:Aprroved by :MARIBEL C. SALEYJOHN L. SOCALOEng'g. Asst. ARegional Manager A

BRKDNNEWDETAILED BREAKDOWN OF COST (BY ACTIVITY)LENGAOAN PIPAttachment "B"ACTIVITYLABOROVERHEADEquipmentMATERIALSCONTRACT WORKSROWProcurement of Equipment & VehiclesTAXESCONTINGENCIESTOTALTEVSundriesRentalRSBCementFuel & OilSpareOfficePipesCivil WorksConsultingTrainingsPartsSupplies& Acces& OthersServicesA. DIRECT COST0.00.0I. CIVIL WORKS0.00.0a. Contract Works0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0b. Force Account Works88,4110.00.05,07617,24113,6359,4163,1690.0194,6030.00.0--0.0-0.0331,551331,551225,4790.00.02. INSTITUTIONAL DEVT. PROG.3,0651,2000.00.00.00.00.00.09850.00.00.0--0.0-0.05,2505,2500.00.00.03. CONSTRUCTION SURVEY8,0300.00.09600.00.02,8258485370.00.00.0--0.0-0.013,19913,1990.00.00.00.04. PARCELLARY MAPPING/SURVEY0.00.00.00.00.00.00.00.00.00.00.00.0--0.0-0.00.00.00.00.00.00.05. RIGHT OF WAY ACQUISITION,0.00.00.0PLANT/PROPERTY DAMAGES0.00.00.00.00.00.00.00.00.00.00.00.0--0.0-0.00.00.00.00.00.00.06. PROCUREMENT OF EQUIPMENT0.00.00.0& VEHICLES (for FAPs)0.00.00.00.00.00.00.00.00.00.00.00.0--0.0-0.00.00.00.00.00.00.07. CONSULTING SERVICES0.00.00.00.00.00.00.00.00.00.00.00.0--0.0-0.00.00.00.00.00.00.08. TAXES (For selected FAPs)0.00.00.00.00.00.00.00.00.00.00.00.0--0.0-0.00.00.00.00.00.00.09. CONTINGENCIES0.00.00.00.00.00.00.00.00.00.00.00.0--0.0-0.00.00.00.00.00.00.0TOTAL DIRECT COST99,5061,2000.06,03617,24113,63512,2414,0171,521194,6030.00.0--0.0-0.0350,000350,0000.0Prepared :Checked :Recommending Approval :Approved :MARIBEL C. SALEYGODOFREDO B. VELAQUERAYMUNDO B. APILJOHN L. SOCALOEngineering Asst. AEngineer AManager, Engineering & Operations DivisionRegional Manager0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0

brkdnBREAKDOWN OF SUB-TOTAL AITEMS OF WORKQTYUNITLABOR COSTConst'n.RepairRentalSpare PartsFuel andUNITCOSTTOTALWagesLabor WorksMaterialsOilI. CANALIZATIONA. Clearing and Grubbingsq.m.960.0015.1214,515.20275.5214,121.600.00.027.5559.0431.4914,515.20B. Proc / Deliver / Inst'n of 1 1/2 " x 60 m HDPE SDR 13.5lm480.00147.1270,617.601,532.167,531.2058,838.400.0839.62601.921,274.3070,617.602188.80.0(656.64)F. Accessorieslslsls10,150.000.00.010,150.000.00.00.00.010,150.000.00.00.00.00.0II. CANAL STRUCTURES0.000.00.0Reservoir0.00.0A. Indurated Excavationcu.m.3.46605.022,093.3739.972,036.280.00.04.008.564.572,093.3771.28(0.00)(31.31)(0.01)B. Gravel Blanketcu.m.0.585,895.133,419.1865.291,817.22754.000.0220.6199.62462.453,419.1893.25(0.00)(27.96)C. 211 kg/sq RC Reservoir0.00.00.0C.1. Materialscu.m.5.0218,688.6993,817.221,881.6423,349.3355,737.060.03,709.241,811.227,328.7493,817.222,688.06(0.00)(806.42)C.2. Laborcu.m.5.024,761.0623,900.52456.2923,248.660.00.045.6397.7852.1523,900.510.01456.29III. PUMP AND ACCESSORIESA. Proc / Deliver / Inst'n. of pump & pump accessoriesls1.00113,037.66113,037.662,291.639,763.91100,000.000.0229.16491.06261.90113,037.66SUB TOTAL331,550.756,542.4981,868.19225,479.460.05,075.813,169.209,415.59331,550.750.006,542.49III. CONSTRUCTION SURVEYlslsls13,199.2513,199.250.00.00.00.00.00.013,199.250.04IV. IDPlslsls5,250.005,250.000.00.00.00.00.00.05,250.000.0377121429SUB TOTALlslsls18,449.2518,449.250.00.00.00.00.00.018,449.25TOTAL350,000.0024,991.7481,868.19225,479.460.05,075.813,169.209,415.59350,000.00350,000.00350,000.00835,000.00Prepared by :Checked by :485,000.000.001,835,748.79MARIBEL C. SALEYLIZA JANE C. CHUGSAYANEng'g. Asst. AChief, Planning & Design Unit0.0183,574.880.0545,189.86(463,321.67)0.0146,859.9000.00331,550.75155737.0699,465.230.0003.77%6,962.570106,427.790.000.0(24,559.60)5,730.77105,196.00(23,327.80)

Y1CMD FORM Y - 1aIMPLEMENTATION SCHEDULE AND STATUSLENGAOAN PIPNO.MAJOR COMPONENTCLASSESTIMATED COST ORIGINAL/ REVISED% WEIGHT ORIG/REVPARTI-CULAR2015%JANFEBMARCHAPRILMAYJUNEJULY(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12)(13)ICANALIZATION95,282.8027.22PROJECTED100.00100ACTUALIICANAL STRUCTURES123,230.2935.21PROJECTED100.0080ACTUALIIIPUMP & PUMP ACCESSORIES113,037.6632.30PROJECTED100.0060ACTUALIVCONSTRUCTION SURVEY13,199.253.77PROJECTED100.0040ACTUALVIDP5,250.001.50PROJECTED100.0020ACTUAL0TOTAL PROJECT COST350,000.00100.00PROJECTED0.0100.00ACTUALAREA GENERATIONPROJECTED3.00GENERATION AREA - 3.00 HasACTUALPrepared :Checked :Recommeding Approval :Approved :MARIBEL C. SALEYGODOFREDO B. VELAQUERAYMUNDO B. APILJOHN L. SOCALOEngineering Asst. AEngineer AManager, Engineering & Operations DivisionRegional Manager A

Y2CMD FORM Y - 2aSCHEDULE EXPENDITURES AND STATUSLENGAOAN PIPNO.MAJOR COMPONENTCLASSESTIMATED COST ORIGINAL/ REVISED% WEIGHT ORIG/REVPARTI-CULAR2015%JANFEBMARCHAPRILMAYJUNEJULY(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12)(13)ICANALIZATION95,282.8027.22PROJECTED100.00100ACTUALIICANAL STRUCTURES123,230.2935.21PROJECTED100.0080ACTUALIIIPUMP & PUMP ACCESSORIES113,037.6632.30PROJECTED100.0060ACTUALIVCONSTRUCTION SURVEY13,199.253.77PROJECTED100.0040ACTUALVIDP5,250.001.50PROJECTED100.0020TOTAL PROJECT COST350,000.00100.00PROJECTED0.0100.000ACTUALCY FINANCIAL STATUSEXPENDITURES INPROJECTED0.0350.000.00.00.0350,000.00ACTUALPrepared :Checked :Recommeding Approval :Approved :MARIBEL C. SALEYGODOFREDO B. VELAQUERAYMUNDO B. APILJOHN L. SOCALOEngineering Asst. AEngineer AManager, Engineering & Operations DivisionRegional Manager A

CSIDPI. RATE PER DAYForeman------------------------663.65Engineer A------------------------886.31Carpenter------------------------462.27Survey Aide------------------------496.96Mason------------------------462.27Draftsman------------------------574.27Steelman------------------------462.27IDO A------------------------766.92Plumber------------------------462.27Eng'g. Asst. A------------------------663.65Driver------------------------534.23HEO------------------------617.35Laborer------------------------346.15LEO------------------------496.96SWIRFT------------------------663.65DERIVATION OF UNIT COST OF CONSTRUCTION SURVEYI. CONSTRUCTION SURVEY:A. LOCATION SURVEY - ( Before and after construction )A.1. LABORPERSONNEL INVOLVEDSALARY GRADENO OF DAYS WORKEDWAGESTEVALLOWEARNED LEAVES13TH MO. & CASH GIFTTOTAL833.31818181821 - Geodetic Engineer141.00886.310.083.33105.9389.881,165.4541.67886.3144.94183331 - Survey Aide A81.00496.960.083.3359.4057.44697.13211.86496.9628.726 - Laborers11.002,076.900.0499.98248.22269.233,094.33346.1522.442000TOTAL3,460.170.0666.64413.55416.554,956.9190.9090909091Average rate of one team8.00kms/dayNumber of days to complete the activity alone=4.00kms=0.50days8.00kms/day30963.254166666724207.1991666667Travel time moving in and out187.580.00kms x1.00day=0.17days22,412.7560.00km/hr x8.00hrsTotal number of days worked=1.00day/s22,412.75TEV per day=[$PHP] 400.00/dayB. EQUIPMENT UTILIZATION ( Before and after construction )Labor125,000.00PERSONNEL INVOLVEDSALARY GRADENO OF DAYS WORKEDWAGESTEVALLOWEARNED LEAVES13TH MO. & CASH GIFTTOTAL22,412.751 - Driver Meachanic51.00534.230.083.3363.8560.54741.959,750.29TOTAL534.230.083.3363.8560.54741.95Equipment to be used : Pick-UpDistance from office to project site by vehicle (Round Trip)=200.00kmsa. Rental Cost :6.00/km x160.00km=[$PHP] 960.00b. Fuel Cost :60.00/lit x160.00kmx 2 =[$PHP] 2,742.867.00km/litc. Oil Cost :180.00/lit x160.00km x .10x 2 =[$PHP] 82.2970.00km/litd. Spare Parts :30.00%x2,825.15=[$PHP] 847.5552,552.88TOTAL COST =[$PHP] 5,374.65C. COMPUTATION AND PLOTTINGLaborPERSONNEL INVOLVEDSALARY GRADENO OF DAYS WORKEDWAGESTEVALLOWEARNED LEAVES13TH MO. & CASH GIFTTOTAL1 - Engineer A141.00886.310.083.33105.9389.881,165.45TOTAL886.310.083.33105.9389.881,165.45Average rate of one team8.00kms/dayNumber of days to complete the activity alone=4.00kms=0.50days8.00kms/dayC. POW PREPARATIONLaborPERSONNEL INVOLVEDSALARY GRADENO OF DAYS WORKEDWAGESTEVALLOWEARNED LEAVES13TH MO. & CASH GIFTTOTAL1 - Engineer A141.00886.310.083.33105.9389.881,165.45TOTAL886.310.083.33105.9389.881,165.4513,199.25C. OFFICE SUPPLIES :=Php536.790.00SUMMARY1. LABOR=[$PHP] 8,029.762. TEV=[$PHP] 0.003. FUEL & OIL=[$PHP] 2,825.154. RENTAL=[$PHP] 960.005. SPARE PARTS=[$PHP] 847.556. OFFICE SUPPLIES=[$PHP] 536.79TOTAL FOR CONSTRUCTION SURVEY=[$PHP] 13,199.25DERIVATION OF UNIT COST OF IDPA. COORDINATION WITH LGU/BENEFICIARIES & PRE-CONSTRUCTION MEETING1. Labor CostPERSONNEL INVOLVEDSALARYNO. OFWAGESTEVALLOWEARNED LEAVES13TH MO.TOTALGRADEDAYS& CASHWORKEDGIFT1 - IDO A121766.92400.0083.3391.5679.941,421.7539.97766.92TOTAL766.92400.0083.3391.5679.941,421.7519939.92B. PREPARATION OF MEMORANDUM OF AGREEMENT1. Labor CostPERSONNEL INVOLVEDSALARYNO. OFWAGESTEVALLOWEARNED LEAVES13TH MO.TOTALGRADEDAYS& CASHWORKEDGIFT1 - IDO A121766.92400.0083.3391.6679.941,421.8537,500.00TOTAL766.92400.0083.3391.6679.941,421.85(32,250.00)C. MONITORING/FOLLOW-UP OF POLICIES & SYSTEMS & DOCUMENTATIONE.3 MONITORING/FOLLOW-UP OF POLICIES & SYSTEMS & DOCUMENTATION1. Labor CostE.3.1. Labor CostPERSONNEL INVOLVEDSALARYNO. OFWAGESTEVALLOWEARNED LEAVES13TH MO.TOTALPERSONNEL INVOLVEDSALARYNO. OFWAGESTEVALLOWEARNED LEAVES13TH MO.TOTALGRADEDAYS& CASHGRADEDAYS& CASHWORKEDGIFTWORKEDGIFT1 - IDO A121766.92400.0083.3391.6679.941,421.851 - IDO A1221,047.451,600.00189.40476.11179.773,492.73TOTAL766.92400.0083.3391.6679.941,421.85TOTAL1,047.451,600.00189.40476.11179.773,492.73SUMMARY OF INSTITUTIONAL DEVELOPMENT:LABOR=3,065.44TEV=1,200.00OFFICE SUPPLIES=984.5612,750.005,250.00TOTAL=5,250.00984.560.00

s-curve(NATIONAL IRRIGATION ADMINISTRATION)PROVINCE OF BENGUETNAME OF PROJECT:LENGAOAN PIPLOCATION:Buguias, BenguetLEGEND:PROJD. PHYSICAL ACCOMP.FUND RELEASEFUND SOURCE:REGPIPREMARKS: S CURVEACTL. PHYSICAL ACCOMP.EXPENDITURESCODE/TOTAL ESTIMATED COSTPERCENTAGE WT.NO.MAJOR ITEM OF WORKJOBUNITQTY.ORIGINALREVISEDORIGINALREVISEDPART2012OR.NO.(P'000)(P'000)%%FEBMARCHAPRILMAYJUNEJULYICANAL STRUCTURES95.2828049.49PROJD0.0010.00100.00100ACTLIIPUMP, PUMP MOTOR0.000000.0PROJD0.0050.00100.0080& ACCESSORIESACTLIIICONSTRUCTION SURVEY3.419181.78PROJD0.00100.00100.0060ACTLIVIDP93.8172248.73PROJD0.0010.00100.0040ACTLVEQUIPMENT REPAIR0.00.0PROJD0.0010.00100.0020ACTL100.000DIRECT192.51920100.00PROJD0.0011.60100.00COSTTOTALACTLESTIMATEDINDIRECTGESA0.00.0PROJDCOSTACTLMANAGEMENT FEE0.00.0PROJDACTLCOSTOVERALL TOTAL COST192.51920100.00PROJD0.0011.60100.00ACTLRELEASES192.51920CUMULATIVEPROJD192.519ACTLEXPENDITURES192.51920CUMULATIVEPROJD0.0022.329192.519ACTLEQUITYCUMULATIVEPROJDGENERATIONACTLAREANEW6.00CUMULATIVEPROJD6.00AREA(HA.)ACTLAFFECTED FARMERS30.00CUMULATIVEPROJD30.00FARMERSACTLPrepared by:Approved :MARIBEL C. SALEYJOHN L. SOCALOEng'g. Asst. ARegional Manager A

mastrMASTERLIST OF IRRIGATION FACILITIESITEMS OF WORKSTATIONUNITQUANTITYFromToI. CANAL STRUCTURESSta. 00 + 000 - 00 + 600 , L =A. RESERVOIRA. Clearing and Grubbing00 + 00000 + 480cu.m.960.00Sta. 02 + 050 - 02 + 470 , L =cu.m.960.00Sta. 00 + 000 - 00 + 160 , L =B. Proc / Deliver / Inst'n. of 1 1/2" HDPE SDR 13.00 + 00000 + 480lm480.00lm480.00II. CANAL STRUCTURESA. Indurated Excavation00 + 480cu.m.3.46cu.m.3.46B. Gravel Blanket00 + 480cu.m.0.58cu.m.0.58C. 211 kg/sq RC Reservoir00 + 480cu.m.5.02cu.m.5.02III. PUMP, PUMP MOTOR & ACCESSORIESA. Proc / Deliver / Inst'n. of pump & pump accessories00 + 00000 + 000unit1.00unit1.00Prepared :Checked :MARIBEL C. SALEYGODOFREDO B. VELAQUEEng'g. Asst. AEngineer ARecommending Approval :Approved :RAYMUNDO B. APILJOHN L. SOCALOManager, Engineering & Operations DivisionRegional Manager

c-qntyCOMPUTATION OF QUANTITIESI. CANALIZATION7400A. Clearing and Grubbing6860Sta. 00 + 000 - 00 + 480 , L =480.00480.00mLength =480.00m.15Area = 480.00 x 2.00 =960.00sq.m.1360860411017B. Proc / Deliver / Inst'n of 1 1/2 " x 60 m HDPE SDR 13.5Sta. 00 + 000 - 00 + 480 , L =480.00480.00m600Length =480.00m.480.00 m. x 1 rl / 60.00m.=8.00rolls say ;8.00rollsTotal length = 8.00 x 60.00 =480.00lm.II. CANAL STRUCTURESA. Reservoir00.143757.872a1. Indurated ExcavationSta. 00 + 480; Tank 1Volume = ((2.40 x 2.40 x 2.40))/ 4 =3.463.46cu.m.a2. Gravel BlanketSta. 00 + 480; Tank 1Volume = ( 2.40 x 2.40) x 0.10 =0.580.58cu.m.a3. 211 kg/sqcm R.C. ReservoirSta. 00 + 000; Intake tankVolume = [(2.40 x 2.40 x 2.40) - (2.00 x 2.00 x 2.20) ) =5.025.02cu.m.III. PUMP, PUMP MOTOR & ACCESSORIESSta. 00 + 000 ; 1 unit - 10 HP centrifugal pumpPrepared :Checked :MARIBEL C. SALEYGODOFREDO B. VELAQUEEng'g. Asst. AEngineer ARecommending Approval :Approved :RAYMUNDO B. APILJOHN L. SOCALOManager, Engineering & Operations DivisionRegional ManagerE. Inst'n of 1/2 " HDPE SDR 11Sta. 00 + 600 , Tank 2500.00Sta. 00 + 360 , Tank 3500.00Sta. 00 + 900 , Tank 4500.00Sta. 00 + 960 , Tank 5500.001,000.00mLength =1,000.00m.2,000.00 m. x 1 rl / 100.00m.=10.00pcs say ;10.00pcsTotal length = 20.00 x 100.00 =1,000.00lm.0.00cu.m.0.072Prepared by:Checked by :MARIBEL C. SALEYLIZA JANE C. CHUGSAYAN2.5Eng'g. Asst. AChief, Planning & Design Unit1.82926829271.82926829270.2162.4390243902B. Anchor0.43175b1. Common Structure ExcavationSta. 00 + 160;Sta. 00 + 380;Volume = 1.20 x 1.20 x 1.00 x 2 =4.32cu.m.b2. Gravel BlanketSta. 00 + 160;Sta. 00 + 380;Volume = 1.20 x 1.20 x 0.10 x 2 =0.43cu.m.b3. 211 kg/sq cm anchor tower & blockSta. 00 + 160;Sta. 00 + 380;Volume= [2(0.70 +1.20)/2) x1.00 x 0.70) + (0.25 x 0.25 x 2.40) x 2+ =(1.20 x 1.20 x 0.30) x 2 =3.74cu.m.1.2452.643.7352.43902439021.733.90Prepared by:Checked by :MARIBEL C. SALEYLIZA JANE C. CHUGSAYANEng'g. Asst. AChief, Planning & Design Unit

matI. RATE PER DAYForeman------------------------P663.65Engineer A------------------------P886.31Carpenter------------------------P462.27Survey Aide------------------------P496.96Mason------------------------P462.27Draftsman------------------------P574.27Steelman------------------------P462.27IDO A------------------------P766.92Plumber------------------------P462.27Eng'g. Asst. A------------------------P663.65Driver------------------------P534.23HEO------------------------P617.35Laborer------------------------P346.15LEO------------------------P496.96SWIRFT------------------------P663.65DERIVATION OF UNIT COST OF CONSTRUCITON MATERIALSI. CEMENTSource: La TrinidadDistance:80.00kms. - Concrete Road1.00km. - Rough Road81.00kms.Equipment to be Utilized:Stake TruckRental:P 304.23/hrCapacity:100bags/tripBase Cost:P 260.00/bagCycle Time:Average SpeedConcrete RoadRough RoadWith Load35.00kph20.00kphWithout Load45.00kph25.00kphWith Load=80.00km./trip1.00km./trip=2.34hrs/trip35.00km./hr.20.00km./hr.Without Load=80.00km./trip1.00km./trip=1.82hrs/trip45.00km./hr.25.00km./hr.4.16hr/tripManual Loading and Unloading:Crew:5.00- LaborersGroup Capability:300bags/hr (both loading and unloading)Loading and Unloading time =100bags/tripx2.00=0.67hrs/trip300bags/hrTotal Cycle Time=4.16+0.67=4.83hrs/tripEquipment Utilization:Rental=P 304.23/hr x4.83hrs/trip=P 14.69/bag100bags/tripSpare Parts=P 121.69/hr x4.83hrs/trip=P 5.88/bag100bags/tripFuel & Oil=P 60.00/lit x10lit. / hr x4.16hr/trip x1.10=P 27.46/bag100bags/tripLabor Cost:Driver=P 534.23/day x4.83hrs/trip x1.00=P 3.22/bag8.00hrs/day x100bags/tripLaborer=P 346.15/day x4.83hrs/trip x5.00=P 10.45/bag8.00hrs/day x100bags/tripP 13.67/bagManual Hauling:Crew:1.00- LaborerCapability:1.00bag/tripAverage distance:1.00km. (Stockpile to jobsite)Average Speed:With Load:1.50kms/hrWithout Load:3.00kms./hrNo. of hours per trip =1.00km./trip+1.00km./trip=1.00hr./trip1.50kms./hr3.00kms./hrFor 8.0 hrs operation =8.00hrs/day=8.00say;8.00trips/day1.00hr./tripHauling Cost =P 346.15/day x1.00=P 43.27/bag8.00trips/day x1.00bag/tripSUMMARY:Base Cost=P 260.00/bagLabor Cost=P 56.94/bagRental=P 14.69/bagSpare Parts=P 5.88/bagFuel & Oil Cost=P 27.46/bagTOTAL=P 364.97/bagII. SAND AND GRAVELSource: La TrinidadEquipment to be Utilized:Mini-dump truckRental:P 310.55/hrCapacity:3.50cum/tripBase Cost:P 1,200.00/cu.m.Cycle Time:4.16hr./trip (refer to cement derivation)Equipment Utilization:Rental=P 310.55/hr x4.16hrs/trip=P 369.11/cu.m.3.50cum/tripSpare Parts=P 124.22/hr x4.16hrs/trip=P 147.64/cu.m.3.50cum/tripFuel & Oil=P 60.00/lit x10.00lit. / hr x4.16hr/trip x1.10=P 784.46/cu.m.3.50cum/tripLabor Cost:Driver=P 534.23/day x4.16hrs/trip x1.00=P 79.37/cu.m.8.00hrs/day x3.50cum/tripManual Hauling:No. of trips/day=8.00(refer to derivation for cement)Capability of one laborer =0.80can per tripHauling Cost =P 346.15/dayx1.00=2,596.13/cu.m.8.00trips/day x0.80can/trip x1.00cu.m./48.00cansSUMMARY:SandGravelBase Cost=P 1,200.00P 1,300.00/cu.mLabor Cost=P 2,675.50P 2,675.50/cu.mRental=P 369.11P 369.11/cu.mSpare Parts=P 147.64P 147.64/cu.mFuel & Oil Cost=P 784.46P 784.46/cu.mTOTAL=P 5,177.00P 5,277.00/cu.mIII. FORM LUMBERSource: La TrinidadStake Truck Capacity:2,500.00bd.ft./tripBase Cost:P 45.00/bd.ft.Cycle time:Stake Truck =4.16hr./trip (refer to cement derivation)Manual Loading and UnloadingCrew:5.00- LaborersGroup Capability:3,000.00bd.ft./hr (both loading and unloading)Loading and Unloading time =2,500.00bd.ft./tripx2.00=1.67hrs/trip3,000.00bd.ft./hrTotal Cycle Time=4.16+1.67=5.83hrs/tripEquipment Utilization:Rental=P 304.23/hr x5.83hrs/trip=P 0.71/bd.ft.2,500.00bd.ft./tripSpare Parts=P 121.69/hr x5.83hrs/trip=P 0.28/bd.ft.2,500.00bd.ft./tripFuel & Oil=P 60.00/lit x10.00lit. / hr x4.16hr/trip x1.10=P 1.10/bd.ft.2,500.00bd.ft./tripLabor Cost:Driver=P 534.23/day x5.83hrs/trip x1.00=P 0.16/bd.ft.8.00hrs/day x2,500.00bd.ft./tripLaborer=P 346.15/day x5.83hrs/trip x5.00=P 0.50/bd.ft.8.00hrs/day x2,500.00bd.ft./tripP 0.66/bd.ft.Manual Hauling:No. of trips/day=8.00(refer to derivation for cement)Capability of one laborer =15.00bd.ft./tripHauling Cost =P 346.15/day x1.00=P 2.88/kg.8.00trips/day x15.00bd.ft./tripSUMMARY:Base Cost=P 45.00/bd.ftLabor Cost=P 3.54/bd.ftRental=P 0.71/bd.ftSpare Parts=P 0.28/bd.ftFuel & Oil Cost=P 1.10/bd.ftIV. RSB, TIE WIRE, SAHARA, CWNAILSSource: La TrinidadStake Truck Capacity:5,000.00kgs./tripCycle time:Stake Truck =4.16hr./trip (refer to cement derivation)Manual Loading and UnloadingCrew:5.00- LaborersCapability:Loading=6,000.00kgs./hrUnloading=7,000.00kgs./hrLoading time =5000.00kgs/trip=0.83hr./trip6000.00kgs./hr.Unloading time =5000.00kgs/trip=0.71hr./trip7000.00kgs./hr.1.54hr./tripTotal Cycle time=4.16+1.54=5.70hrs/tripEquipment Utilization:Rental=P 304.23/hr x5.70hrs/trip=P 0.35/kg.5,000.00kgs/tripSpare Parts=P 121.69/hr x5.70hrs/trip=P 0.14/kg.5,000.00kgs/tripFuel & Oil=P 60.00/lit x10.00lit. / hr x4.16hr/trip x1.10=P 0.55/kg.5,000.00kgs/tripLabor Cost:Driver=P 534.23/day x5.70hrs/trip x1.00=P 0.08/kg.8.00hrs/day x5,000.00kgs/tripLaborer=P 346.15/day x5.70hrs/trip x5.00=P 0.25/kg.8.00hrs/day x5,000.00kgs/tripP 0.33/kg.Manual Hauling:No. of trips/day=8.00(refer to derivation for cement)Capability of one laborer =25.00kgs/tripHauling Cost =P 346.15/day x1.00=P 1.73/kg.8.00trips/day x25.00kgs/tripSUMMARY:Material Cost:16 mm E RSB=P 51.11/kg51.109653438310 mm E RSB=P 62.48/kg62.4802776901# 16 Tie Wire=P 85.00/kg141.8666666667Sahara=P 43.00/kgCWNails=P 95.00/kgLabor Cost=P 2.06/kgRental=P 0.35/kgSpare Parts=P 0.14/kgFuel & Oil=P 0.55/kgV. PLYWOODSource: La TrinidadStake Truck Capacity:200.00pcs./tripBase Cost:P 710.00/pc.Cycle time:Stake Truck =4.16hr./trip (refer to cement derivation)Manual Loading and UnloadingCrew:5.00- LaborersGroup Capability:250.00pcs/hr (both loading and unloading)Loading and Unloading time =200.00pcs/tripx2.00=1.60hrs/trip250.00pcs/hrTotal Cycle Time=4.16+1.60=5.76hrs/tripEquipment Utilization:Rental=P 304.23/hr x5.76hrs/trip=P 8.76/pc.200.00pcs/tripSpare Parts=P 121.69/hr x5.76hrs/trip=P 3.50/pc.200.00pcs/tripFuel & Oil=P 60.00/lit x10.00lit. / hr x4.16hr/trip x1.10=P 13.73/pc.200pcs/tripLabor Cost:Driver=P 534.23/day x5.76hrs/trip x1=P 1.92/pc.8.00hrs/day x200pcs/tripLaborer=P 346.15/day x5.76hrs/trip x5=P 6.24/pc.8.00hrs/day x200pcs/tripP 8.16/pc.Manual Hauling:No. of trips/day=8.00(refer to derivation for cement)Capability of one laborer =1.00pc/tripHauling Cost =P 346.15/day x1.00=P 43.27/pc.8.00trips/day x1.00pc/tripSUMMARY:Base Cost=P 710.00/pc.Labor Cost=P 51.43/pc.Rental=P 8.76/pc.Spare Parts=P 3.50/pc.Fuel & Oil Cost=P 13.73/pc.TOTAL=P 787.42/pc.VI. 1 1/2" x 60 m HDPE SDR 13.5Source: La TrinidadEquipment to be Utilized:Stake TruckStake Truck Capacity:20.00rolls/tripBase Cost:P 122.58/lmCycle time:Stake Truck =4.16hr./trip (refer to cement derivation)Manual Loading and Unloading:Crew:5.00- LaborersGroup Capability:27.00rolls/hr (both loading and unloading)Loading and Unloading time =20.00rolls/tripx2.00=1.48hrs/trip27.00pcs/hrTotal Cycle Time=4.16+1.48=5.64hrs/tripEquipment Utilization:Rental=P 304.23/hr x5.64hrs/trip=P 1.43/lm20.00rolls/trip60lm/pcSpare Parts=P 121.69/hr x5.64hrs/trip=P 0.57/lm20.00rolls/trip60lm/pcFuel & Oil=P 60.00/lit x10.00lit. / hr x4.16hr/trip x1.10=P 2.29/lm20.00rolls/trip60.00lm/pcLabor Cost:Driver=P 534.23/day x5.64hrs/trip x1=P 0.31/lm8.00hrs/day x20.00rolls/trip60lm/pcLaborer=P 346.15/day x5.64hrs/trip x5=P 1.02/lm8.00hrs/day x20.00rolls/trip60lm/pcP 1.33/lmManual Hauling:No. of trips/day=8.00(refer to derivation for cement)Crew:3.00- LaborerCapability:1.00rolls/tripHauling Cost =P 346.15/day x3=P 2.16/lm8.00trips/day x1.00rolls/trip60lm/pcSUMMARY:Base Cost=P 122.58/lmLabor Cost=P 3.49/lmRental=P 1.43/lmSpare Parts=P 0.57/lmFuel & Oil Cost=P 2.29/lmTOTAL=P 130.36/lmVII. 1/2" x 50 m HDPE SDR 13.5Source: La TrinidadEquipment to be Utilized:Stake TruckStake Truck Capacity:31.00rolls/tripBase Cost:P 22.77/lmCycle time:Stake Truck =18.00hr./trip (refer to cement derivation)Manual Loading and Unloading:Crew:5.00- LaborersGroup Capability:18.00rolls/hr (both loading and unloading)Loading and Unloading time =31.00rolls/tripx2.00=3.44hrs/trip18.00pcs/hrTotal Cycle Time=18.00+3.44=21.44hrs/tripEquipment Utilization:Rental=P 304.23/hr x21.44hrs/trip=P 4.21/lm31.00rolls/trip50.00lm/pcSpare Parts=P 121.69/hr x21.44hrs/trip=P 1.68/lm31.00rolls/trip50.00lm/pcFuel & Oil=P 60.00/lit x10.00lit. / hr x18.00hr/trip x1.10=P 7.66/lm31.00rolls/trip50.00lm/pcLabor Cost:Driver=P 534.23/day x21.44hrs/trip x1.00=P 0.92/lm8.00hrs/day x31.00rolls/trip50.00lm/pcLaborer=P 346.15/day x21.44hrs/trip x5.00=P 2.99/lm8.00hrs/day x31.00rolls/trip50.00lm/pcP 3.91/lmManual Hauling:No. of trips/day=8.00(refer to derivation for cement)Crew:1.00- LaborerCapability:1.00rolls/tripHauling Cost =P 346.15/day x1.00=P 0.87/lm8.00trips/day x1.00rolls/trip50.00lm/pcSUMMARY:Base Cost=P 22.77/lmLabor Cost=P 4.78/lmRental=P 4.21/lmSpare Parts=P 1.68/lmFuel & Oil Cost=P 7.66/lmTOTAL=P 41.10/lm

dervI. RATE PER DAYForeman------------------------663.65Engineer A------------------------886.31Carpenter------------------------462.27Survey Aide------------------------496.96Mason------------------------462.27Draftsman------------------------574.27Steelman------------------------462.27IDO A------------------------766.92Plumber------------------------462.27Eng'g. Asst. A------------------------663.65Driver------------------------534.23HEO------------------------617.35Laborer------------------------346.15LEO------------------------496.96SWIRFT------------------------663.65DERIVATION OF UNIT COST PER ITEM OF WORKI. CANALIZATIONA. Clearing and Grubbing1. Labor costCrew : 1 Foreman, 10 laborersGroup capability :300.00sq.m/dayPositionRate PerLABORdayNo.CostForeman663.651663.65Laborer346.15103,461.5011.8Total4,125.15Sub-unit cost13.75/ sq.m.7 % Tax0.96/ sq.m.Supervision0.41/ sq.m.10.853333333330.00Total Unit Cost15.12/ sq.m.2.454.00B. Proc / Deliver / Installation of 1 1/2" HDPE SDR 13.51. Material CostMaterialsBase CostHauling Cost from Source to JobsiteLaborRentalSpareFuel andPartsOil1 1/2 " 122.583.491.430.572.29HDPE SDR 13.52. Labor CostCrew: 1 Foreman, 10 LaborersGroup Capability:360.00lm/dayPositionRate perLABOR6.64dayNo.CostForeman663.651663.65Laborer346.15103,461.50Total4,125.15Unit Cost11.46SUMMARY:Material Cost=122.58Labor Cost=14.95Rental=1.43Spare parts=0.57Fuel & Oil=2.29Sub-total Unit Cost=[$P ] 141.82/ lm7 % Tax=1.05/ lmSupervision=4.25/ lmTotal Unit Cost=[$P ] 147.12/ lmII. CANAL STRUCTURESA. RESERVOIRa1. Indurated Excavation1. Labor CostCrew : 1 Foreman, 10 laborersGroup Capability :7.50cu.m/dayPOSITIONRate perLABORdayNo.CostForeman663.651663.65Laborer346.15103,461.50Total4,125.15Sub-unit cost550.02/ cu.m.7 % Tax38.50/ cu.m.Supervision16.50/ cu.m.Total Unit Cost605.02/ cu.m.a2. Gravel Blanket1. Material CostMaterialsBase CostHauling Cost from Source to JobsiteLaborRentalSpareFuel andPartsOilGravel1,300.002,675.50369.11147.64784.462. Labor CostCrew : 1 Foreman, 10 laborersGroup Capability :50.00cu.m./dayPOSITIONRate perLABORdayNo.CostForeman663.651663.65Laborer346.15103,461.50Total4,125.15Unit Cost (P/ cu.m.)82.50SUMMARY:Material Cost=1,300.00Labor Cost=2,758.00Rental=369.11Spare parts=147.64Fuel & Oil=784.46Sub-total Unit Cost=[$P ] 5,359.21/ cu.m.7 % Tax=375.14/ cu.m.Supervision=160.78/ cu.m.Total Unit Cost=[$P ] 5,895.13/ cu.m.a3. 211 kg./sq.cm. R.C. Reservoir ( excluding manual hauling )1. Material CostMaterialsBase CostHauling Cost from Source to StockpileLaborRentalS. PartsFuel & oilCement260.0056.9414.695.8827.46Sand1,200.0079.37369.11147.64784.46Gravel1,300.0079.37369.11147.64784.46Plywood710.0051.438.763.5013.73Form Lumber45.003.540.710.281.1016 mm f RSB45.702.060.350.140.5510 mm f RSB55.852.060.350.140.55C.W. Nails95.002.060.350.140.55Tie Wire85.002.060.350.140.55Sahara43.002.060.350.140.55Materials Requirement per cu.m.MaterialsHAULING COSTReq'tBase CostLaborRentalS. PartsFuel & OilCement9.002,340.00512.46132.2152.92247.14Sand0.45540.0035.72166.1066.44353.015.02Gravel0.901,170.0071.43332.20132.88706.01Plywood3.002,130.00154.2926.2810.5041.19Form Lumber25.001,125.0088.5017.757.0027.5016 mm f RSB46.682,133.1896.2016.346.5425.67sand2.2610 mm f RSB18.351,024.9137.816.422.5710.09gravel4.52C.W. Nails2.00190.004.120.700.281.10cement45.18Tie Wire0.7462.901.520.260.100.41sahara45.18Sahara9.00387.0018.553.151.264.95plywood15.06TOTAL11,103.001,020.60701.41280.481,417.0716 mm26.0410 mm27.012. Labor Costform lumber125.5031.38cwn10.04Carpentry WorksConcrete Works:tie wire3.71Crew : 2 Carpenters, 4 LaborersCrew : 1 Foreman, 2 Masons, 10 LaborersGroup capability:3.50cu.m/dayGroup capability:2.50cu.m/daySteel Works:Crew: 1 Steelman, 1 LaborerGroup capability:1.25cu.m/dayPOSITIONRate PerCARPENTRY WORKSCONCRETE WORKSSTEEL WORKSDayNo.CostNo.CostNo.CostForeman663.65--1663.65--28.06Carpenter462.272924.54---112.00Mason462.27--2924.54--Steelman462.27----1462.27Laborer346.1541,384.60103,461.501346.15TOTAL2,309.145,049.69808.42Unit Cost659.752,019.88646.74SUMMARY:Material Cost=11,103.00Labor Cost=4,346.97Rental=701.41Spare parts=280.48Fuel & Oil=1,417.07Sub-total Unit Cost=[$P ] 17,848.93/ cu.m.7 % Tax=304.29/ cu.m.Supervision=535.47/ cu.m.Total Unit Cost=[$P ] 18,688.69/ cu.m.a3. 211 kg./sq.cm. R.C. Reservoir ( manual hauling only )1. Material CostMaterialsBase CostHauling Cost from Stockpile to JobsiteLaborRentalS. PartsFuel & oilCement260.0056.940.00.00.0Sand1,200.002,596.130.00.00.0Gravel1,300.002,596.130.00.00.0Plywood710.0051.430.00.00.0Form Lumber45.003.540.00.00.016 mm f RSB45.702.060.00.00.010 mm f RSB55.852.060.00.00.0C.W. Nails95.002.060.00.00.0Tie Wire85.002.060.00.00.0Sahara43.002.060.00.00.0Materials Requirement per cu.m.MaterialsHAULING COSTReq'tBase CostLaborRentalS. PartsFuel & OilCement9.000.0512.460.00.00.0Sand0.450.01,168.260.00.00.0Gravel0.900.02,336.520.00.00.0Plywood1.250.064.290.00.00.0Form Lumber25.000.088.500.00.00.016 mm f RSB46.680.096.200.00.00.010 mm f RSB18.350.037.810.00.00.0C.W. Nails2.000.04.120.00.00.0Tie Wire0.740.01.520.00.00.0Sahara9.000.018.550.00.00.0TOTAL0.04,328.230.00.00.0SUMMARY:Labor Cost=4,328.23Sub-total Unit Cost=[$P ] 4,328.23/ cu.m.7 % Tax=302.98/ cu.m.Supervision=129.85/ cu.m.Total Unit Cost=[$P ] 4,761.06/ cu.m.23,449.75III. PUMP, PUMP MOTOR & ACCESSORIESA. Proc / Deliver / Inst'n. of Pump, pump motor & accessories1. Material CostMaterialsBase CostHauling Cost from Source to JobsiteLaborRentalSpareFuel andPartsOilPump and100,000.005,000.000.000.000.00motor set2. Labor CostCrew: 1 Foreman, 10.0 LaborersGroup Capability:1.00unit / dayPositionRate perLABORdayNo.CostForeman663.651663.65Laborer346.15103,461.50Total4,125.15Unit Cost4,125.15SUMMARY:Material Cost=100,000.00Labor Cost=9,125.15Sub-total Unit Cost=[$P ] 109,125.15/ lm7 % Tax[$P ] 638.76/ lmSupervision=3,273.75/ lmTotal Unit Cost=[$P ] 113,037.66/ lmPrepared :Checked :MARIBEL C. SALEYGODOFREDO B. VELAQUEEng'g. Asst. AEngineer ARecommending Approval :Approved :RAYMUNDO B. APILJOHN L. SOCALOManager, Engineering & Operations DivisionRegional Manager

accesPIPELINE INSTALLATION & TANK ACCESSORIESLENGAOAN PIPQUANTITYUNITPARTICULARSUNIT COSTTOTAL COST1setDistribution pipe5,000.005,000.001rolltie wire # 64,100.004,100.002pcsGate valve 1/2"355.00710.002pcsGI nipple 1/2" x 4"35.0070.00602pcsGI end cap 2"135.00270.00TOTAL=========================================10,150.00

ppmpPROJECT PROCUREMENT MANAGEMENT PLANYEAR 2015NAME OF OFFICE:NIA CAR - ABRA - BENGUET - IMOLOCATION:La Trinidad, BenguetI. INFRASTRUCTURE PROJECTS/ CIVIL WORKSTime schedule forREMARKSName of ProjectLocationScope of Work/MethodEstimatedFundingDate of BiddingServices(with DelegatedContract No.ContractBudget/CostSourceRequiredAuthority of RM/PMor to be bid at CO)123456789A.LENGAOAN PIPBuguias, BenguetPackage No. 01CANALIZATIONAdministrationP 81,868.19REGPIPNovember, 2014March 01, 2015 - Maqrch 30, 2015RIMCANAL STRUCTURESPUMP & PUMP MOTORTOTALP 81,868.19Note: 1. All contracts under one project name should be treated separately.2. Method refers to procurement method to be adopted such as : International Competitive Bidding, National/Local Competitive Bidding and Local Minor Contract.3. Scope of Work/Contract refers to the extent/size of contract scopes/packages.Prepared :Checked :Recommending Approval:Approved:MARIBEL C. SALEYGODOFREDO B. VELAQUERAYMUNDO B. APILJOHN L. SOCALOEng'g. Asst AEngineer AManager, Eng'g. & Operations DivisionRegional Manager A81,868.19

PPPPROJECT PROCUREMENT PLANYEAR 2015Name of Project:LENGAOAN PIPLocation :Buguias, BenguetFund Source :REGPIPIII. GoodsPSTOTALBALANCEUNIT PRICEQUARTERLY MATERIAL REQUIREMENTTOTALPROCUREMENTFUNDREMARKSSTOCKARTICLES AND DESCRIPTIONUNITREQ'T FORONas of1st QUARTER2nd QUARTER3rd QUARTER4th QUARTERMETHODSOURCENO.THE YR.HAND30-Jun-08qtyamountqtyamountqtyamountqtyamountqtyamount1234567891011HDPE PipesRIO- 1 1/2 "dia. X 60 m HDPE SDR 13.5rolls8.000.007,354.808.0058,838.408.0058,838.40Local Competitive Bidding- Pump , pump motor w/ accls1.000.00100,000.001.00100,000.001.00100,000.00Local Competitive BiddingCement- Portland Cementbags45.000.00260.0045.0011,700.0045.0011,700.00Local Competitive Bidding- Saharabags45.000.0043.0045.001,935.0045.001,935.00Local Competitive BiddingAggregates- Sandcu.m.3.000.001,200.003.003,600.003.003,600.00Local Competitive Bidding- Gravelcu.m.4.000.001,300.004.005,200.004.005,200.00Local Competitive BiddingReinforcing Steel Bar- 16mm dia. x 6.0 mpcs26.000.00457.5026.0011,895.0026.0011,895.00Local Competitive Bidding- 10mm dia. x 6.0 mpcs27.000.00198.0027.005,346.0027.005,346.00Local Competitive BiddingForm Lumber- 2" x 3" x 8'pcs23.000.00180.0023.004,140.0023.004,140.00Local Competitive BiddingPly Wood- 1/2" thk (marine)pcs16.000.00710.0016.0011,360.0016.0011,360.00Local Competitive BiddingCommon Wire Nail- 4" CWNkls3.000.0095.003.00285.003.00285.00Local Competitive Bidding- 3" CWNkls3.000.0095.003.00285.003.00285.00Local Competitive Bidding- 2" CWNkls3.000.0095.003.00285.003.00285.00Local Competitive BiddingTie Wirekls3.000.00140.003.00420.003.00420.00Local Competitive BiddingAccessoriesDistribution pipesets1.000.005,000.001.005,000.001.005,000.00Local Competitive BiddingTie wire # 6roll1.000.004,100.001.004,100.001.004,100.002" GI end cappcs2.000.00135.002.00270.002.00270.00Local Competitive Bidding1/2" x 4" GI nipplepcs2.000.0035.002.0070.002.0070.00Local Competitive Bidding1/2 " Gate valvepcs2.000.00355.002.00710.002.00710.00Local Competitive BiddingTOTAL225,439.40225,439.40Prepared :Checked :Recommending Approvel :Approved :MARIBEL C. SALEYGODOFREDO B. VELAQUEGODOFREDO B. VELAQUERAYMUNDO B. APILJOHN L. SOCALOEngineering Asst. AEngineer AManager, Eng'g. & Operations DivisionRegional Manager A0.010,150.006,050.00225,479.4625000.0(40.06)47,651.00

hydewater duty = 1.00 lps/ha.STATIONQreq'dQactualVAO.D.wtinsideDIASnavail Hactual HLRactual Pworking Pfromtocu.m./scu.m./sm/ssq.m.mmmmmmm/mmmmmkpakpaMAIN PIPELINE - 01a; A = 45 ha.0 + 9002 + 5000.003750.00419582.220.00189637490.0810.0068129.00113.931,6000.012251,265.4913802 - 90 + 8100 + 8280.005000.00619923.280.00189637490.1760.006888.0063.295000.01225863.2813802 - 17

canalelDESIGNED OF VERTICAL CANALSta. 0+060-0+600Sta. 0+828-0+870Sta. 0+906-1+054Sta. 1+066- 1+400Q=0.0200Q=0.0150Q=0.015Q=0.015n=0.015n=0.015n=0.015n=0.015Ss=0Ss=0Ss=0Ss=0S=17S=0.4S=8.3S=0.645042148334=0.03778=0.00952=0.05608=0.001801d=0.081d=0.091d=0.071d=0.132b=2d2b=2d2b=2d2b=2d=0.16=0.19=0.13=0.26say=0.25say=0.30say=0.30say=0.303A=bd3A=bd3A=bd3A=bd0.0200.0280.0200.0394P=2d+b4P=2d+b4P=2d+b4P=2d+b=0.41=0.49=0.43=0.565R=A5R=A5R=A5R=APPPP=0.049=0.058=0.047=0.069R^2/3=0.13R^2/3=0.15R^2/3=0.13R^2/3=0.176V=R^2/3S^1/26V=R^2/3S^1/26V=R^2/3S^1/26V=R^2/3S^1/2nnnn=1.738=0.973=2.042=0.4767Q=AV7Q=AV7Q=AV7Q=AV=0.035=0.027=0.041=0.018Assumed d,Assumed d,Assumed d,Assumed d,d=0.1d=0.07d=0.07d=0.07A=0.03A=0.02A=0.02A=0.02P=0.45P=0.44P=0.44P=0.44R=0.06R=0.05R=0.05R=0.05R^2/3=0.15R^2/3=0.13R^2/3=0.13R^2/3=0.13V=1.887V=0.856V=2.077V=0.372Q=0.047Q=0.018Q=0.044Q=0.0088Checking8Checking8Checking8Checkingdc=q21/3dc=q21/3dc=q21/3dc=q21/3ggggq=0.08q=0.05q=0.05q=0.05=0.09O.K.=0.06O.K.=0.06O.K.=0.06O.K.must be lessermust be lessermust be lessermust be lesserthan assumed dthan assumed dthan assumed dthan assumed dCANAL ELEMENTSSummary:Summary:Summary:Summary:Q=0.0200Q=0.0150Q=0.015Q=0.015STATIONQreq'dVAbdDtSnRSsREMARKSV=1.887V=0.856V=2.077V=0.372fromtocu.m./sm/ssq.m.mmmmm/mA=0.025A=0.021A=0.021A=0.021b=0.25b=0.30b=0.30b=0.300 + 0600 + 6000.020001.890.030.250.1000.250.100.037780.0150.06VERT.Concrete Lined Canald=0.1d=0.07d=0.07d=0.07D=0.25D=0.3D=0.3D=0.3Dc=0.25Dc=0.22Dc=0.22Dc=0.22R=0.06R=0.05R=0.05R=0.05t=0.1t=0.1t=0.1t=0.1S=0.03778S=0.00952S=0.05608S=0.00180ss:1=0ss:1=0ss:1=0ss:1=0n=0.015n=0.015n=0.015n=0.015

f1-2NIA-CIP FORM 1-2Region:Cordillera Administrative Region (CAR)Province:BenguetPRELIMINARY INVESTIGATION REPORTFOR COMMUNAL IRRIGATION PROJECT/SYSTEMI. PROJECT DESCRIPTION1. Name of Project or System:LENGAOAN PIP2. Project Category:NewRehabRehab-Ext'nRestorationx3. Type/s of Diversion Works:Existing:No permanent structures/Boulder Brush Dams/Free intakesProposed:Boulder Brush Dams/Free intakes4. Location of existing area, if rehab/restoration:Brgy Gusaran KabayanLocation of new area/extension area:5. Estimated Potential Area (Ha.):seasonwetdrya. Area to be Rehabilitated0.000.00b. Area to be Restored10.0010.00c. New area to be generated0.000.00T O T A L10.0010.006. Project ProponentsFarmers in the project area:xLocal Officials:xOthers (specify):7. Proposed water source/s of project:Name of SourceLocationDischargeLongitudeLatitude(lps)Name of SourceLocationDischargeElevationLongitudeLatitude(lps)(m)1Toking Spring120-35-5316-35-201,300.00915.00II. PRELIMINARY ENGINEERING DATA1. Elevations of Potential Irrigable Areaa. Highest913.00metersb. Lowest860.00metersc. Average Slope of Potential area:15.00%III. ADDITIONAL INFORMATION1. Irrigation Facilities (Estimated)a. Main Canal0.50kms.b. Lateral Canals0.00kms.c. Farm Ditches0.00kms.d. Drainage Canals0.00kms.e. Service Roads0.00kms.f. Turnouts4.00units2. Special Structures:Kinds of structuresNo.Total LengthSizesa) TunnelNoneb) SiphonNonec) FlumeNoned) SiflumeNone3. Are there access roads to the Diversion Site/s?Yes:xNone:a. If yes, describe conditions of the roads. If improvement is needed, state estimated cost of repair/construction.b. If none, estimate length and cost of access road to be constructed.4. Special problems expected (e.g. reclamation, siltation seepage, salinity, mine tailings, quarrying, etc.)watershed denudation, seepage5. Availability of construction materials within the project area.Sandin small quantitysufficientxGravelin small quantitysufficientxBouldersin small quantitysufficientxOthers:NOTE: SUFFICIENT means enough for project requirement.6. Project Cost Estimates:Items of Worka. Diversion Works (Dam/Intake)..P 30,000.00b. Canal Structures..P 800,000.00c. Canalization..P 100,000.00d. Construction Survey..P 100,000.00e. Project Facilities (Bodega)..P 15,000.00f. Others:..SUB-TOTAL..P 1,045,000.00g. Indirect Costs (GESA, Contingencies,and Management Fee)..P 209,000.00TOTAL PROJECT COSTP 1,254,000.00IV. SCHEME OF DEVELOPMENT- Diversion of water from different intake sites by brush dam, free intakes; combination of concrete and pipe canal lines as conveyors to different canal structures as water distributors.V. ADVERSE EFFECT OF PROJECT IF ANY- NoneVI. COMMENTS AND/OR RECOMMENDATIONS- for immediate survey and FS