Canucutan Pipeline 1

Sheet3Pipe SizeO.D. (m)I.D. (m)Length (m)HydrotestingAsphaltAsphalt CuttingConcrete CuttingAsphalt BreakingConcrete Breakingexcava tion (cu.m.)Item 201302a310 2"310 4"310 6"310 8"Fire HydrantBlow-off AssemblyHydrotestingLocationH2O ( cu.m.)Chlorine (kg)2"4"6"8"Trench WidthAreaDurationGasoline (litres)Kasanyangan1000.120.101114.008.740.460.000.000.000.000.00.00.421.730.600.0000.00.00.00.00.02.238.91

1114.008.740.460.000.000.000.000.00.00.00.001.730.600.0000.00.00.00.08.91

LocationFor ConcretingFor Reinforcing Steel BarSize of PipelineTotal DurationOP/DayQtyDur.no. of DrainageL of DrainageOP/DayQtyDur.

Kasanyangan11.201.080.102.004.901440.00416.140.29100.000.390.0011.202.710.247.0014.701440.001198.110.830.01.074.00

TOTAL0.34TOTAL1.121.46

Drainage CrossingLocation150mm x 11.25 D.I. Bend, ISO-2531, Push-on Double Socket w/ Rubber Linings and Coatings in Accordance w/ Section 4.5.2 and 4.5 of ISO-2531 :2009200mm x 11.25 D.I. Bend, ISO-2531, Push-on Double Socket w/ Rubber Linings and Coatings in Accordance w/ Section 4.5.2 and 4.5 of ISO-2531 :2009150mm D.I. Sleeve Type Flexible Coupling, (D.I.)Lumber, Good - 4 usesPlywood (1/2" x 4' x 8") - 4 usesAssorted CWN (1kg./100 bdft. Of Lumber)CementSandGravelTie Wire (2% of RSB)Reinforcing Steel Bar, Grade 40

Kasanyangan8.004.0075.601.730.7610.260.541.088.74436.950.0028.0014.00189.704.341.9025.751.362.7125.161258.02

36.0018.00265.306.062.6536.011.903.7933.901694.96MaterialsKasanyanganKasanyangan

150mm x 11.25 D.I. Bend, ISO-2531, Push-on Double Socket w/ Rubber Linings and Coatings in Accordance w/ Section 4.5.2 and 4.5 of ISO-2531 :20098.0028.00

150mm D.I. Sleeve Type Flexible Coupling, (D.I.)4.0014.00Lumber, Good - 4 uses75.60189.70Plywood (1/2" x 4' x 8") - 4 uses1.734.34Assorted CWN (1kg./100 bdft. Of Lumber)0.761.90Cement10.2625.75Sand0.541.36Gravel1.082.71Tie Wire (2% of RSB)8.7425.16Reinforcing Steel Bar, Grade 40436.951258.02

Final Staking PotholingKasanyanganKasanyangantotal

total area for demo12.530.012.53Asphalt cutting0.670.00.67concrete cutting0.670.00.67asphalt demo0.030.00.03concrete demo0.040.00.04excavation5.940.05.94LaborQtyconstruction foreman1.00light equipment operator2.00laborer4.00EquipmentQtyconcrete cutter1.00backhoe with pavement breaker1.00payloader1.00dump truck2.00

Permit FeeLocationno of 2.5 x 2.5Concrete Cutting/demolition and excavation fee

Kasanyangan1.007.93

total7.93Transfer of ServicelineLocationNo. of servicelineKasanyangan17.00038.00

Valve BoxLocationNo. of Valve Box (units)

Kasanyangan7.000.09.00

Inter-connection workLocationNumber of AssemblyKasanyangan60.06

Sheet1Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICTLABOREQUIPMENTMATERIALSOTHERStotal costPilar Street, Zamboanga CityFEES AND PERMITS13,601.2000000TEMPORARY FACILITIES6,316.000000010,358.000000016,674.00018,341.40018,174.660Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaCONSTRUCTION SAFETY & HEALTH PROGRAM8,196.000000013,575.270000021,771.27021771.270000021,771.270Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityPIPELINE EXCAVATION (MANUAL EXCAVATION)185,328.0000000185,328.000203,860.800202,007.520PIPE LAYING WORKS (100mm PVC PIPE, CLASS 150) w/ Partial Backfilling66,798.00000000.0000000591,101.0000000657,899.000723,688.900717,109.910INSTALLATION OF 100mm. G.I. PIPE w/ PIPE SUPPORT FOR BRIDGE CROSSING12,924.00000009,932.000000066,575.2000000VALVES/FITTINGS/INTER-CONNECTION WORKS1,865.0000000375.000000017,125.000000019,365.00021,301.50021,107.850BREAKDOWN OF EXPENDITURES% OF TOTALAMOUNTINSTALLATION OF ONE (1) UNIT - 100mm BLOW-OFF ASSEMBLY3,081.0000000818.180000035,367.000000039,266.18043,192.79842,800.140I - ESTIMATED COSTINSTALLATION OF THREE (3) UNITS - 50mm AIR RELEASE ASSEMBLY WITH CONCRETE BARRICADE20,079.00000006,480.0000000152,334.9000000178,893.900196,783.290194,994.350A. DIRECT COST:INSTALLATION OF ONE (2) UNIT - 75mm FIRE HYDRANT WITH CONCRETE BARRICADE17,363.640000013,090.910000085,009.6500000115,464.200127,010.620125,855.9801. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . . 0.9014,334.26HYDRO-TESTING & DISINFECTION WORKS (100mm PVC & G.I., PIPELINE)12,798.00000007,208.00000009,801.000000029,807.00032,787.70032,489.6302. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .61.78981,247.02MANUAL BACKFILLING & COMPACTION WORKS OF NATIVE MATERIALS62,798.000000016,728.000000079,526.00087,478.60086,683.3403. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . .25.03397,546.644. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . .3.4454,632.091,447,760.011,337,225.75B. INDIRECT COST:(110,534.26)1. Overhead contingency Miscellaneous . . . . . . . . . . . . . . 8.00127,048.902. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .4. Value Added Tax (5% of EDC, OCM and Profit) . . . . . 5. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .

C. ENVIRONMENTAL COMPLIANCE AND PERMITS1. Concrete Cutting/Demolition & Excavation Fee0.60459,601.20ask kun erlyn, brgy rd required excava per2. Certificate of Non Coverage (CNC)0.25184,000.00S U B - T O T A L (CONTRACT COST)100.001,588,410.111,588,410.12

II - ESTIMATED GOVERNMENT EXPENDITURES1. Engineering & Administrative Overhead2. POW/Site Acquisition/Pre-Engineering3. Materials to be furnished by the government4. Materials Quality Control & Hydrology (MQCH)5. Retention for RO & C.O.397,546.6454,632.09981,247.021,433,425.75S U B - T O T A L0.000.00

III - CONTINGENCIES/RESERVED:1. Physical (up to 5% of the Estimated Contract Cost) . . . . . .dont erase:1,411,654.482. Price Escalation (up to 12% of the EstimatedOCM127,048.90 Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Contract Cost1,588,410.11PROFIT0.03. Preliminary Engineering . . . . . . . . . . . . . . . . . . . . . . . . . .1.)2.25VAT0.05.)1.25%S U B - T O T A L0.000.00TOTAL ESTIMATED PROJECT COST100.001,588,410.11FALSE1,433,425.75PREPARED BY:CHECKED & SUBMITTED BY:1,337,225.75

ROWVETTE JAMES T. RUIZEDITO M. BAUTISTA JR.Senior Eng'r A (J.O.), EEOfficer-In-ChargeDESIGN DIVISIONDESIGN DIVISION1,447,760.011,447,760.01APPROVED BY:RECOMMENDING PROJECT IMPLEMENTATION:

MARLI ACOSTA - DE FIESTAARNULFO A. ALFONSOOfficer-In-ChargeAGM-Technical Services GroupENGINEERING & CONSTRUCTION DEPARTMENT

APPROVED FOR PROJECT IMPLEMENTATION:

LEONARDO REY D. VASQUEZGeneral Manager

Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga CityProposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaCORCUERRA ST., GOV. VICENTE ALVAREZ ST., P. REYES. ST., PETTIT BARRACKS ST., S. VALDEROSA ST., SEVILLA ST., VILLALOBOS ST., ZARAGOSA ST., RIZAL ST., & VETERANZ AVE. ZAMBOANGA CITY

BREAKDOWN OF EXPENDITURES% OF TOTALAMOUNTI - ESTIMATED COSTA. DIRECT COST:1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . . 0.6238,044.522. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .56.603,451,205.083. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . .3.75228,654.944. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . .2.04124,591.48

B. INDIRECT COST:1. Overhead contingency Miscellaneous . . . . . . . . . . . . . . 5.58340,079.112. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.99304,356.123. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .4. Value Added Tax (12% of EDC, OCM and Profit) . . . . . 8.83538,431.755. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .

C. ENVIRONMENTAL COMPLIANCE AND PERMITS1. Concrete Cutting/Demolition & Excavation Fee0.073,984.402. Certificate of Non Coverage (CNC)0.0016100.00S U B - T O T A L (CONTRACT COST)82.485,029,447.41

II - ESTIMATED GOVERNMENT EXPENDITURES1. Engineering & Administrative Overhead2.25137,202.282. POW/Site Acquisition/Pre-Engineering3. Materials to be furnished by the government4. Materials Quality Control & Hydrology (MQCH)5. Retention for RO & C.O.1.2576,223.49

S U B - T O T A L3.50213,425.77

III - CONTINGENCIES/RESERVED:1. Physical (up to 5% of the Estimated Contract Cost) . . . . . .4.12251,472.372. Price Escalation (up to 12% of the Estimated9.90438,110.69 Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. Preliminary Engineering . . . . . . . . . . . . . . . . . . . . . . . . . .

S U B - T O T A L14.02689,583.06TOTAL ESTIMATED PROJECT COST100.005,932,456.24

PREPARED BY:APPROVED BY:

REX D. SALE JR.EFREN C. SALVACIONSenior Eng'r A (J.O.)Officer-In-ChargePLANNING & DESIGN DIVISIONENGINEERING DEPARTMENTCHECKED & REVIEWED BY:RECOMMENDING PROJECT IMPLEMENTATION:EDITO M. BAUTISTAARNULFO A. ALFONSOOfficer-In-ChargeAGM-Technical Services GroupPLANNING & DVELOPMENT SECTIONSUBMITTED BY:APPROVED FOR PROJECT IMPLEMENTATION:MARLI ACOSTA - DE FIESTALEONARDO REY D. VASQUEZOfficer-In-ChargeGeneral Manager APLANNING & DESIGN DIVISION

Sheet2Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City

INDIVIDUAL PROGRAM OF WORK29-May-15(Date)

PROJECT TITLE:APPROPRIATE:1,588,410.111588410.1099999999SOURCE OF FUNDS:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaISSUED OBLIGATED:AUTHORITY RELEASED:LOCATIONS:CALENDAR DAYS TO COMPLETE:75 C.D.Sittio Canucutan, Brgy.Pasonanca, Zamboanga City

CITY: ZAMBOANGA CITYPROJECT CATEGORY:DESIRABLE STARTING DATE:UPON APPROVAL

PIPELAYING 100mm PVC PIEPLINECONTRACT / / ADMINISTRATION / X /

PROJECT DESCRIPTION:

LENGTH: SUPPLY/LAYING OF 1114 LN.M. OF 100mm CLASS 150, PVC PIPELINE

MININUM EQUIPMENT REQUIREDTECHNICAL PERSONNEL REQUIREDDescriptionNo.DescriptionNo.DescriptionNo.DescriptionNo.Truck Mounted Crane1CONSTRUCTION FOREMAN1Water Pump1SAFETY OFFICER1Dump Truck (1000 gal.)1SKILLED WORKERS2CONSTRUCTION FOREMAN1HydroMachine1CARPENTER1LABORERSGenerator Set/ Welding Machine w/ complete accessories (w/ fuel)1PAINTER1CARPENTERTamper Rammer Machine1LIGHT EQUIPMENT OPERATOR1LIGHT EQUIPMENT OPERATORPIPEFITTER2PIPEFITTERLABORERS20ERROR:#REF!

ESTIMATED COST OF PROPOSED PROJECTSITEM NO.DESCRIPTION% OF TOTALUNITQTY.DIRECT COSTADJUSTED UNITTOTALUNIT COSTSPL-1MOBILIZATION/DEMOBILIZATION0.99%LOT1.0014,334.2614,334.2614,334.260.99%SPL-2TEMPORARY FACILITIES1.15%EACH1.0016,674.0016,674.0018,174.661.15%SPL-3CONSTRUCTION SAFETY & HEALTH PROGRAM1.50%LOT1.0021,771.2721,771.2721,771.271.50%SPL-4PIPELINE EXCAVATION (MANUAL EXCAVATION)12.80%CU.M.483.52185,328.00383.29417.7912.80%SPL-7aPIPE LAYING WORKS (100mm PVC PIPE, CLASS 150) w/ Partial Backfilling45.44%LN.M.1156.20657,899.00569.02620.2345.44%SPL-5INSTALLATION OF 100mm. G.I. PIPE w/ PIPE SUPPORT FOR BRIDGE CROSSING6.18%LN.M.6.8289,431.2013,113.0814,293.266.18%SPL-6VALVES/FITTINGS/INTER-CONNECTION WORKS1.34%ASSEMBLY1.0019,365.0019,365.0021,107.851.34%SPL-7INSTALLATION OF ONE (1) UNIT - 100mm BLOW-OFF ASSEMBLY2.71%UNIT1.0039,266.1839,266.1842,800.142.71%SPL-8INSTALLATION OF THREE (3) UNITS - 50mm AIR RELEASE ASSEMBLY WITH CONCRETE BARRICADE12.36%UNITS3.00178,893.9059,631.3064,998.1212.36%SPL-9INSTALLATION OF ONE (2) UNIT - 75mm FIRE HYDRANT WITH CONCRETE BARRICADE7.98%UNITS2.00115,464.2057,732.1062,927.997.98%SPL-10aHYDRO-TESTING & DISINFECTION WORKS (100mm PVC & G.I., PIPELINE)2.06%LN.M.1163.0029,807.0025.6327.942.06%SPL-10MANUAL BACKFILLING & COMPACTION WORKS OF NATIVE MATERIALS5.49%cu.m.483.5279,526.00164.47179.285.49%100.00%Total Direct Cost1,447,760.011,337,225.75100.00%

PREPARED BY:CHECKED & SUBMITTED BY:APPROVED BY:

1,337,225.75ROWVETTE JAMES T. RUIZEDITO M. BAUTISTA JR.MARLI ACOSTA - DE FIESTASenior Eng'r A (J.O.), EEOfficer-In-ChargeOfficer-In-ChargeDESIGN DIVISIONDESIGN DIVISIONENGINEERING & CONSTRUCTION DEPARTMENT

RECOMMENDING PROJECT IMPLEMENTATION:APPROVED FOR PROJECT IMPLEMENTATION:

ARNULFO A. ALFONSOLEONARDO REY D. VASQUEZAGM-Technical Services GroupGeneral Manager

3/2/15 8:006/30/15 17:00

120.3753/30/15 8:007/28/15 17:00120.375

ManpowerConstruction ForemanLaborersPainterCarpenterlight E oppipefitterskilld workerplumberconcst safety1211final staking142Asphalt cutting12concrete cutting16concrete breaking`12asphalt breaking12pipelin excavation115pipelaying182inter-connection182sand envelope110stand pipe1412hydrotesting161item 20114item 20014311(1) b1124302 (a)13310 (b)1126transfer of service1822valve box144

GANTRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City

PROJECT :Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaProject Cost :Php1,588,410.12Project Duration :ONE HUNDRED EIGHTY (75.00) CALENDAR DAYS GANTT CHART

ParticularsAmountsCALENDAR DAYS1530456075

FEES AND PERMITS13,601.201,943.031,943.031,943.031,943.031,943.031,943.031,943.03Php13,601.20TRUESPL-1MOBILIZATION/DEMOBILIZATION14,334.26Php2,047.75Php2,047.75Php2,047.75Php2,047.75Php2,047.75Php2,047.75Php2,047.75Php13,601.20TRUESPL-2TEMPORARY FACILITIES18,174.66Php9,087.33Php9,087.33TRUESPL-3CONSTRUCTION SAFETY & HEALTH PROGRAM21,771.273,628.553,628.553,628.553,628.553,628.553,628.55TRUESPL-4PIPELINE EXCAVATION (MANUAL EXCAVATION)202,007.527,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.557,214.55TRUESPL-7aPIPE LAYING WORKS (100mm PVC PIPE, CLASS 150) w/ Partial Backfilling717,109.91Php119,518.32Php119,518.32Php119,518.32Php119,518.32Php119,518.32Php119,518.32TRUESPL-5INSTALLATION OF 100mm. G.I. PIPE w/ PIPE SUPPORT FOR BRIDGE CROSSING97,480.01Php32,493.34Php32,493.34Php32,493.34TRUESPL-6VALVES/FITTINGS/INTER-CONNECTION WORKS21,107.85Php10,553.93Php10,553.93TRUESPL-7INSTALLATION OF ONE (1) UNIT - 100mm BLOW-OFF ASSEMBLY42,800.14Php10,700.04Php10,700.04Php10,700.04Php10,700.04TRUESPL-8INSTALLATION OF THREE (3) UNITS - 50mm AIR RELEASE ASSEMBLY WITH CONCRETE BARRICADE194,994.35Php21,666.04Php21,666.04Php21,666.04Php21,666.04Php21,666.04Php21,666.04Php21,666.04Php21,666.04Php21,666.04TRUESPL-9INSTALLATION OF ONE (2) UNIT - 75mm FIRE HYDRANT WITH CONCRETE BARRICADE125,855.98Php20,976.00Php20,976.00Php20,976.00Php20,976.00Php20,976.00Php20,976.00TRUESPL-10aHYDRO-TESTING & DISINFECTION WORKS (100mm PVC & G.I., PIPELINE)32,489.63Php10,829.88Php10,829.88Php10,829.88TRUESPL-10MANUAL BACKFILLING & COMPACTION WORKS OF NATIVE MATERIALS86,683.34Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17Php4,334.17TRUETOTAL PROJECT COST1,588,410.12Php90,596.35Php108,218.31Php911,328.79Php311,693.28Php166,573.38CASH LAYOUT REQUIREMENT90,596.35108,218.31911,328.79311,693.28166,573.38TARGETED COMPLETION THIS PERIOD5.70%6.81%57.37%19.62%10.49%COMMULATIVE COMPLETION TO DATE5.70%12.52%69.89%89.51%100.00%


ROWVETTE JAMES T. RUIZEDITO M. BAUTISTA JR.MARLI ACOSTA - DE FIESTASenior Eng'r A (J.O.), EEOfficer-In-ChargeOfficer-In-ChargeDESIGN DIVISIONDESIGN DIVISIONENGINEERING & CONSTRUCTION DEPARTMENT

RECOMMENDING PROJECT IMPLEMENTATION:APPROVED FOR PROJECT IMPLEMENTATION:

ARNULFO A. ALFONSOLEONARDO REY D. VASQUEZAGM-Technical Services GroupGeneral Manager

ABCRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City

Standard Form Number: SF-INFR-01Contract Reference NumberRevised on: July 28, 2004Name of the ContractLocation of the ContractAPPROVED BUDGET FOR THE CONTRACT

Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaZamboanga CityContract Duration:75 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)0%((5)+(9))(9)+(10)(5)+(11)(12)/(3)FEES AND PERMITS1.00LOT13,601.200%0%0%0.000.000.00013,601.200.00SPL-1MOBILIZATION/DEMOBILIZATION1.00LOT14,334.260%0%0%0.000.000.00014,334.2614,334.26SPL-2TEMPORARY FACILITIES1.00EACH16,674.009%0%9%1,500.660.001,500.66018,174.6618,174.66SPL-3CONSTRUCTION SAFETY & HEALTH PROGRAM1.00LOT21,771.270%0%0%0.000.000.00021,771.2721,771.27SPL-4PIPELINE EXCAVATION (MANUAL EXCAVATION)483.52CU.M.185,328.009%0%9%16,679.520.0016,679.520202,007.52417.79SPL-7aPIPE LAYING WORKS (100mm PVC PIPE, CLASS 150) w/ Partial Backfilling1,156.20LN.M.657,899.009%0%9%59,210.910.0059,210.910717,109.91620.23SPL-5INSTALLATION OF 100mm. G.I. PIPE w/ PIPE SUPPORT FOR BRIDGE CROSSING6.82LN.M.89,431.209%0%9%8,048.810.008,048.81097,480.0114,293.26SPL-6VALVES/FITTINGS/INTER-CONNECTION WORKS1.00ASSEMBLY19,365.009%0%9%1,742.850.001,742.85021,107.8521,107.85SPL-7INSTALLATION OF ONE (1) UNIT - 100mm BLOW-OFF ASSEMBLY2.00UNIT39,266.189%0%9%3,533.960.003,533.96042,800.1421,400.07SPL-8INSTALLATION OF THREE (3) UNITS - 50mm AIR RELEASE ASSEMBLY WITH CONCRETE BARRICADE3.00UNITS178,893.909%0%9%16,100.450.0016,100.450194,994.3564,998.12SPL-9INSTALLATION OF ONE (2) UNIT - 75mm FIRE HYDRANT WITH CONCRETE BARRICADE2.00UNITS115,464.209%0%9%10,391.780.0010,391.780125,855.9862,927.99SPL-10aHYDRO-TESTING & DISINFECTION WORKS (100mm PVC & G.I., PIPELINE)1,163.00LN.M.29,807.009%0%9%2,682.630.002,682.63032,489.6327.94SPL-10MANUAL BACKFILLING & COMPACTION WORKS OF NATIVE MATERIALS483.52CU.M.79,526.009%0%9%7,157.340.007,157.34086,683.34179.28TOTAL1,461,361.211,588,410.12127,048.91240,252.7200


ROWVETTE JAMES T. RUIZEDITO M. BAUTISTA JR.MARLI ACOSTA - DE FIESTAApproved by:Recommending Project Implementation:Approved for Project Implementation:Senior Eng'r A (J.O.), EEOfficer-In-ChargeOfficer-In-ChargeDESIGN DIVISIONDESIGN DIVISION ENGINEERING & CONSTRUCTION DEPARTMENT127,048.9000261,473.489786RECOMMENDING PROJECT IMPLEMENTATION:APPROVED FOR PROJECT IMPLEMENTATION:FALSEERROR:#REF!ARNULFO A. ALFONSOLEONARDO REY D. VASQUEZFALSEAGM-Technical Services GroupGeneral Manager TRUE

General Manager

PERMITDETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:FEES AND PERMITSUnit of Measurement:LOTOutput per day:N/AQuantity:1.00LOT

DesignationNo. PersonNo. of DaysDaily RateAmount

A.LaborN/A

Sub-Total for APName and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.EquipmentPipe SizeN/A2000mm

LengthO.D. Of PipeTrench Widthconcrete breakingERROR:#REF!0.170.47ERROR:#REF!

Vol =ERROR:#REF!cu.m.pipeline excavationSub-Total for BPC.Total (A+B)Vol =ERROR:#REF!cu.m.for item 200 & 201D.Output per day =N/AName and SpecificationsQuantityUnitUnit CostAmount

E.Feesa.Concrete Cutting/Demolition & Excavation Fee480.06sq.m.20.009,601.20b.Certificate of Non Coverage (CNC)1lot4,000.004,000.00

Sub-Total for EP13,601.20F.Direct Cost (C+E)13,601.20G.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 Cost13,601.20k.Total Unit Cost13,601.20

mobiDETAILED UNIT PRICE ANALYSISNO EDITING

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-1MOBILIZATION/DEMOBILIZATIONUnit of Measurement:LOTOutput per day:N/AQuantity:1.00LOT


A.LaborN/A

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

B.EquipmentN/A

Sub-Total for BPC.Total (A+B)0.0D.Output per day =N/AName and SpecificationsQuantityUnitUnit CostAmount

E.Mobilization/DemobilizationNote: Per D.O. 22 series 2015, Mobilization/Demobilization should not exceed 1% of estimated Direct Cost

Estimated Direct Cost1,433,425.75Mob./Demo (1.0% of E.D.C.)14,334.26


temfacilDETAILED UNIT PRICE ANALYSIS

PROJECT NAME:PROPOSED PAMUCUTAN-AYALA PIPELAYING PROJECT

PROJECT LOCATION:BRGY. PAMUCUTAN & BRGY. AYALA, ZAMBOANGA CITYItem No./Description:SPL-2TEMPORARY FACILITIESUnit of Measurement:eachTotal Area =24,259.99sq.m.Output per day:0.50each/dayQuantity:1.00each

DesignationNo. PersonNo. of DaysDaily RateAmountNo. of Days:

A.Labora.Construction Foreman/Engineering Assistant12.00524.001,048.00b.Skilled Laborers22.00366.001,464.00c.Laborers62.00317.003,804.00

Sub-Total for AP6,316.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipment

Pole Barricade:0.04629629632" x 2" x 10' Coco Lumber4" C.W. Nail0.01388888892" C.W. Nail0.0027777778Sub-Total for BP3" Width Reflectorized Sticker0.0091111111C.Total (A+B)6,316.00D.Output per day=0.50eachName and SpecificationsQuantityUnitUnit CostAmountConcrete Vol =0.0000833333Portland Cement0.00075616.2E.Materialssand0.0000416667a.4 pcs. - 2" x 4" x 8' (Coco Lumber)21bd. ft.20.00426.67b.4 pcs. - 2" x 3" x 8' (Coco Lumber)16bd. ft.20.00320.00ERROR:#REF!ERROR:#REF!1000mc.20 pcs. - 2" x 2" x 10' (Coco Lumber)67bd. ft.20.001,333.33Duration =0.0006944444d.*12mm Thk x 1.20m x 2.40m Ordinary Plywood6.00pcs.950.005,700.00e.GA # 26 x 10' Corrugated G.I. Sheet6.00pcs.410.002,460.00f.3" C.W. Nail2.00kgs.59.00118.00

* ALL SIZES REFERRED HEREIN SHOULD MEAN COMMERCIALLY AVAILABLE MEASUREMENTS TOLERANCE OF 1mm

Sub-Total for EP10,358.00F.Direct Cost (C+E)16,674.00G.Overhead, Contingencies & Miscellaneous9%per D.O. 22 s 20151,500.66H.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 Cost18,174.66k.Total Unit Cost18,174.66

0.000.000.000.000.000.000.000.000.000.000.000.000.000.00ActivityWelderCarpenterMasonSteelmanLaborerSkilled WorkerLight OperatorHeavy OperatorPainterSkilledSafety OfficerPipefitterTEMPORARY FACILITIES62TEMPORARY FACILITIES0.000.00CONSTRUCTION SAFETY & HEALTH PROGRAM1211CONSTRUCTION SAFETY & HEALTH PROGRAM0.000.000.000.000.000.00FINAL STAKING/LAYOUTING42FINAL STAKING/LAYOUTING0.000.000.000.000.000.000.000.000.000.000.00ASPHALT CUTTING2ASPHALT CUTTING0.00CONCRETE CUTTING2CONCRETE CUTTING0.000.00REMOVAL OF EXISTING ASPHALT PAVEMENT2REMOVAL OF EXISTING ASPHALT PAVEMENT0.00REMOVAL OF EXISTING CONCRETE PAVEMENT2REMOVAL OF EXISTING CONCRETE PAVEMENT0.000.00PIPELINE EXCAVATION3PIPELINE EXCAVATION0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00PIPELINES & APPURTENANCES (200mm Class 150 PVC Pipeline82PIPELINES & APPURTENANCES (200mm Class 150 PVC Pipeline0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00PIPELINES & APPURTENANCES (100mm Class 150 PVC Pipeline)82PIPELINES & APPURTENANCES (100mm Class 150 PVC Pipeline)0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00DRAINAGE CROSSING (PVC)1261DRAINAGE CROSSING (PVC)0.000.00DRAINAGE CROSSING (G.I.)631DRAINAGE CROSSING (G.I.)0.000.000.00HYDRO-TESTING & DISINFECTION WORKS61HYDRO-TESTING & DISINFECTION WORKS0.000.000.00VALVES/FITTINGS/INTER-CONNECTION WORKS82VALVES/FITTINGS/INTER-CONNECTION WORKS0.000.000.000.000.00INSTALLATION OF FIVE (5) - UNITS - 75mm FIRE HYDRANT WITH CONCRETE BARRICADE421INSTALLATION OF FIVE (5) - UNITS - 75mm FIRE HYDRANT WITH CONCRETE BARRICADE0.000.000.000.000.000.000.000.000.000.00INSTALLATION OF EIGHT(8) UNITS - 75mm AIR RELEASE ASSEMBLY WITH CONCRETE BARRICADE421INSTALLATION OF EIGHT(8) UNITS - 75mm AIR RELEASE ASSEMBLY WITH CONCRETE BARRICADE0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00INSTALLATION OF THREE (3) UNITS - 100mm BLOW-OFF ASSEMBLY61INSTALLATION OF THREE (3) UNITS - 100mm BLOW-OFF ASSEMBLY0.000.000.000.00AGGREGATE BASE COURSE8AGGREGATE BASE COURSE0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00AGGREGATE SUBBASE COURSE8AGGREGATE SUBBASE COURSE0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00PCC PAVEMENT(PLAIN) - CONVENTIONAL METHOD, 230MM THICK124PCC PAVEMENT(PLAIN) - CONVENTIONAL METHOD, 230MM THICK0.000.00BITUMINOUS TACK COAT (Emulsified Asphalt)3BITUMINOUS TACK COAT (Emulsified Asphalt)0.00BITUMINOUS CONCRETE SURFACE COURSE (150 mm. Thk.)3618BITUMINOUS CONCRETE SURFACE COURSE (150 mm. Thk.)0.00

SAFETYDETAILED UNIT PRICE ANALYSISNO EDITING

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-3CONSTRUCTION SAFETY & HEALTH PROGRAMUnit of Measurement:LOTOutput per day:N/AQuantity:1.00LOT


A.Labora.Laborers26317.003,804.00b.Painter16366.002,196.00c.Carpenter16366.002,196.00total lengthSub-Total for AP8,196.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountCONSTRUCTION HEALTH & SAFETY PROGRAMB.EquipmentItemN/AProject SignageQty1unitSub-Total for BPOuput per day0.5unitC.Total (A+B)8,196.00D.Output per day =N/ADuration2daysName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsA-Frame Barricade Project SignageQty10unitsa.1.20m x 2.40m Tarpaulin (Project Signage) including Layout and Printing1unit787.50787.50Output per day5unitsb.10 pcs. - 2" x 2" x 10' Coco Lumber33bd.ft.20.00666.67c.12 pcs. - 2" x 3" x 10' Coco Lumber60bd.ft.20.001,200.00Duration2daysd.*12mm Thk x 1.20m x 2.40m Ordinary Plywood2shts.800.001,600.00e.3" C.W. Nail1kg.59.0059.00Pole Barricadef.4" C.W. Nail1kg.58.0058.00Qty20units A-Frame Barricade (10 units)Output per day10unitsa.21 pcs. - 2"x 2"x 10' Coco Lumber 70bd.ft.20.001,400.00b.*12mm Thk x 1.20m x 2.40m Ordinary Plywood2.00shts.800.001,600.00Duration2daysc.3" C.W. Nail1.50kgs.59.0088.50d.4" C.W. Nail1.50kgs.58.0087.00Total Duration6dayse.Gloss Latex Paint (Caterpillar Yellow)1gal.937.75937.75f.Gloss Latex Paint (Black)1gal.683.55683.55g.Baby Roller w/ Tray1pcs.85.0085.00h.2" Paint Brush2pcs.35.0070.00Kasanyangan1114.00i.3" Paint Brush2pcs.65.00130.00Kasanyangan0.000.00j.3" Width Reflectorized Sticker10ln.ft.37.00370.0000.000.00 Pole Barricade (20 units)00.000.00a.10 pcs. - 2" x 2" x 12' Coco Lumber40bd.ft.20.00800.0000.000.00b.1-1/2" C.W. Nail1kg.51.0051.0000.000.00c.Portland Cement 2bags280.00560.0000.000.00d.Washed Sand0.10cu.m1,000.00100.0000.000.00e.Gravel (G1)0.25cu.m1,000.00250.000.000.00f.3" Width Reflectorized Sticker10ln.ft.37.00370.001114.00g.Gloss Latex Paint (Caterpillar Yellow)1gal.937.75937.75h.Gloss Latex Paint (Black)1gal.683.55683.551163.000.00* ALL SIZES REFERRED HEREIN SHOULD MEAN COMMERCIALLY AVAILABLE MEASUREMENTS TOLERANCE OF 1mm1163.00


1

Final Staking DETAILED UNIT PRICE ANALYSISNO EDITING

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-3FINAL STAKING/LAYOUTINGUnit of Measurement:LN.M.Total Area =12.53sq.m.Output per day:500.00LN.M./DAYQuantity:1,114.00LN.M.

DesignationNo. PersonNo. of DaysDaily RateAmountNo. of Days:

A.LaborAsphalt Cutting:0.67a.Construction Foreman12.23524.001,167.47Concrete Cutting:0.67b.Skilled Worker22.23394.001,755.66Asphalt Demo:0.03c.Laborer42.23317.002,825.10Concrete Demo:0.04Excavation:5.94


B.EquipmentN/A

Sub-Total for BPC.Total (A+B)5,748.24D.Output per day=500.00LN.M.Name and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN.A.

Sub-Total for EP0.0F.Direct Cost (C+E)5,748.24G.Overhead, Contingencies & Miscellaneous10%per D.O. 22 s 2015574.82H.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 Cost6,323.06k.Total Unit Cost5.68

stakingDETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. Pasonanca

PROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-4FINAL STAKING/LAY-OUTING/LINE AND GRADEUnit of Measurement:LN.M.Output per day:363.10LN.M./DAYQuantity:726.20LN.M.


A.Labora.Construction Foreman12524.001,048.00b.Laborers12317.00634.00c.Skilled Worker12366.00732.00


B.EquipmentN/A

Sub-Total for BPC.Total (A+B)2,414.00D.Output per day =363.10LN.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN/A

Sub-Total for EPF.Direct Cost (C+E)2,414.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 2011144.84H.Contractor's Profit (CP)8%per D.O. 29 s 2011193.12I.Value Added Tax (VAT)12%per D.O. 29 s 2011330.24J.Total Cost3,082.201.276800k.Total Unit Cost4.24

HaulingDETAILED UNIT PRICE ANALYSISHAULING OF MATERIALS (Sand)PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItemqtyunitDurationItem No./Description:HAULING OF MATERIALS (Sand)Washed SandERROR:#REF!cu.m.ERROR:#REF!Unit of Measurement:CU.M.Total DurationERROR:#REF!Output per day:24.00CU.M./DAYQuantity:ERROR:#REF!CU.M.


A.Labora.Laborers8ERROR:#REF!317.00ERROR:#REF!

Sub-Total for APERROR:#REF!Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.Dump Truck (3 cu.m.)2ERROR:#REF!10,816.00ERROR:#REF!Minor Tools (10%)ERROR:#REF!

Sub-Total for BPERROR:#REF!C.Total (A+B)ERROR:#REF!D.Output per day =24.00CU.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN/A

HAULING OF MATERIALS (Cement, Sand and Gravel for Restoration)

ItemqtyunitDurationCuring Compound271ltrs.Sub-Total for EPPortland Cement (type 1P)1355bags7F.Direct Cost (C+E)ERROR:#REF!Washed Sand54cu.m.5G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 2011ERROR:#REF!Gravel (331A)81cu.m.7H.Contractor's Profit (CP)0%per D.O. 29 s 2011ERROR:#REF!Total Duration19I.Value Added Tax (VAT)0%per D.O. 29 s 2011ERROR:#REF!J.Total CostERROR:#REF!k.Total Unit CostERROR:#REF!

Hauling (2)DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:HAULING OF MATERIALS (Item 200)Unit of Measurement:CU.M.Output per day:24.00CU.M./DAYQuantity:0.00CU.M.HAULING OF MATERIALS (Item 200)

DesignationNo. PersonNo. of DaysDaily RateAmountItemqtyunitDurationWashed Sand0.00cu.m.0A.LaborTotal Duration0a.Laborers80317.000.0


B.Equipmenta.Dump Truck (3 cu.m.)2010,816.000.0Minor Tools (10%)0.0

Sub-Total for BP0.0C.Total (A+B)0.0D.Output per day =24.00CU.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsMaterialsN/A0.000.000.000.000.00

0.000.000.00Sub-Total for EPF.Direct Cost (C+E)0.0G.Overhead, Contingencies & Miscellaneous6%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 Cost0.0k.Total Unit CostERROR:#DIV/0!Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. Pasonanca


PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:HAULING OF MATERIALS (Item 201)Unit of Measurement:CU.M.Output per day:24.00CU.M./DAYQuantity:0.000CU.M.


A.LaborHAULING OF MATERIALS (Item 201)a.Laborers80317.000.0ItemqtyunitDurationItem 2010cu.m.0Total Duration0


B.Equipmenta.Dump Truck (3 cu.m.)2010,816.000.0Minor Tools (10%)0.0

Sub-Total for BP0.0C.Total (A+B)0.0D.Output per day =24.00CU.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN/A

Sub-Total for EPF.Direct Cost (C+E)0.0G.Overhead, Contingencies & Miscellaneous6%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 Cost0.0k.Total Unit CostERROR:#DIV/0!


PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:HAULING OF MATERIALS (PVC Pipes, Valves, Fittings and Accessories)Unit of Measurement:LOTOutput per day:N/AQuantity:1.00LOT


A.LaborHAULING OF MATERIALS (Item 201)a.Laborers82317.005,072.00ItemqtyunitDurationPVC Pipes, Valves, Fittings and AccessoriesLOT2Total Duration2


B.Equipmenta.Boom Truck127,698.0015,396.00Minor Tools (10%)507.00

Sub-Total for BP15,903.00C.Total (A+B)20,975.00D.Output per day =N/AName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN/A

Sub-Total for EPF.Direct Cost (C+E)20,975.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20111,258.50H.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 Cost22,233.50k.Total Unit Cost22,233.50


PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:HAULING OF MATERIALS (Cement, Sand and Gravel for Restoration)Unit of Measurement:LOTOutput per day:N/AQuantity:1.00LOT


A.Labora.Laborers812317.0030,432.00ItemqtyunitDurationCuring Compound271ltrs.Portland Cement (type 1P)1355bags7Washed Sand54cu.m.2Gravel (331A)81cu.m.3Total Duration12


B.Equipmenta.Dump Truck (3 cu.m.)21210,816.00259,584.00Minor Tools (10%)3,043.00

Sub-Total for BP262,627.00C.Total (A+B)293,059.00D.Output per day =N/AName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN/A

Sub-Total for EPF.Direct Cost (C+E)293,059.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 201117,583.54H.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 Cost310,642.54k.Total Unit Cost310,642.54Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. Pasonanca

PotholingDETAILED UNIT PRICE ANALYSIS


PROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-5POTHOLINGUnit of Measurement:CU.M.Output per day:5.40CU.M./DAYQuantity:3.21CU.M.

DesignationNo. PersonNo. of DaysDaily RateAmountSize of PipeOD150mm0.16A.Labornumber of pothole3a.Construction Foreman10.59524.00311.49b.Laborers60.59317.001,130.63VOLUME3.21cu.m.c.Skilled Worker10.59366.00217.57

PotholingNo. of Manpower6Capacity per person 0.9cu.m.Depth1.07m.Width1m.Length1m.Sub-Total for AP1,659.69Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountTotal ouput5.4cu.m.

B.EquipmentN/A

Sub-Total for BPC.Total (A+B)1,659.69D.Output per day =5.40CU.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN/A

Sub-Total for EPF.Direct Cost (C+E)1,659.69G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 201199.58H.Contractor's Profit (CP)8%per D.O. 29 s 2011132.78I.Value Added Tax (VAT)12%per D.O. 29 s 2011227.05J.Total Cost2,119.091.276800k.Total Unit Cost660.15

Asphalt CuttingDETAILED UNIT PRICE ANALYSISINPUT DATAPROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-4ASPHALT CUTTINGUnit of Measurement:LN.M.Output per day:75.00LN.M./dayQuantity:0.00LN.M.

LocationsLength of Asphalt (m)Total2" thick4" thick6" thickKasanyangan0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Total Length0.00


A.LaborDONT ERASEa.Construction Foreman10.00524.000.0Parallelb.Light Equipment Operator20.00394.000.0Size of PipeLength of trench (m)Total length for cutting (m) (length of trench x 1)Output per day (ln.m.)

200mm diam. pvc449.1449.150total length for cutting449.1


B.Equipmenta. Concrete Cutter10.001,758.000.0Minor Tools (10%)0.0

Sub-Total for BP0.0C.Total (A+B)0.0D.Output per hour =75.00LN.M./dayName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN.A.


Concrete CuttingDETAILED UNIT PRICE ANALYSISNO EDITING

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-5CONCRETE CUTTINGParallelUnit of Measurement:LN.M.Size of PipeLength of trench (m)Total length for cutting (m) (length of trench x 2)Output per day (ln.m.)Output per day:150.00LN.M./dayQuantity:2,228.00LN.M.200mm diam. pvc449.1898.250total length for cutting898.2LocationLength of ConcreteLength for Concrete CuttingKasanyangan1114.002228.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Total Length2228.00


A.Labora.Construction Foreman114.85524.007,783.15b.Light Equipment Operator614.85394.0035,113.28


B.Equipmenta. Concrete Cutter314.851,758.0078,336.48Minor Tools (10%)4,289.64

Sub-Total for BP82,626.12C.Total (A+B)125,522.55D.Output per hour =150.00LN.M./dayName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN.A.

Sub-Total for EPF.Direct Cost (C+E)125,522.55G.Overhead, Contingencies & Miscellaneous9%per D.O. 22 s 201511,297.03H.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 Cost136,819.58k.Total Unit Cost61.41

asphalt breakingDETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:101(4)bREMOVAL OF EXISTING ASPHALT PAVEMENTUnit of Measurement:SQ.M.Output per day:480.00SQ.M./DAYQuantity:0.00SQ.M.

LengthArea of Asphalt (sq.m.)Kasanyangan0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Total Area0.00


A.Labora.Construction Foreman10.00524.000.0b.Laborers20.00317.000.0


B.Equipmenta.Backhoe w/ Pavement Breaker (0.80 cu.m.)10.0012,296.000.00b.Payloader (1.50 cu.m.), LX80-2C10.0013,864.000.0c.Dump Truck (10 cu.m.)10.009,016.000.0Minor Tools (10%)0.0

Sub-Total for BP0.0C.Total (A+B)0.0D.Output per hour =480.00SQ.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN.A.


DETAILED UNIT PRICE ANALYSIS


Item No./Description:101(4)bREMOVAL OF EXISTING ASPHALT PAVEMENTUnit of Measurement:unitOutput per day:480.00sq.m./dayQuantity:0.00sq.m.


A.Labora.Engineering assistant10.00524.000.0C.Laborer20.00317.000.0


B.Equipmenta.Motorized road grader w/ scrifier. G710A10.0017,384.000.0b.Payloader (1.50 cu.m.), LX80-2C10.0013,864.000.0c.Dumptruck(10 cu.m.)10.0010,816.000.0Minor tools ( 10% OF Labor)0.0

Sub-Total for BP0.0C.Total (A+B)0.0D.Output per hour =480.00sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN/A

Sub-Total for EP0.0F.Direct Cost (C+E)0.0G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 20110.0H.Contractor's Profit (CP)8%per D.O. 29 s 20110.0I.Value Added Tax (VAT)12%per D.O. 29 s 20110.0J.Total Cost0.0k.Total Unit CostERROR:#DIV/0!

Concrete BreakingDETAILED UNIT PRICE ANALYSISNO EDITING

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:101(4)aREMOVAL OF EXISTING CONCRETE PAVEMENTUnit of Measurement:SQ.M.Output per day:320.00SQ.M./DAYQuantity:0.00SQ.M.

LocationArea of Concrete (sq.m.)Kasanyangan0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Total Area0.00




B.Equipmenta.Backhoe w/ Pavement Breaker (0.80 cu.m.)10.0012,296.000.0b.Payloader (1.50 cu.m.), LX80-2C10.0013,864.000.0c.Dump Truck (10 cu.m.)10.009,016.000.0Minor Tools (10%)0.0

Sub-Total for BP0.0C.Total (A+B)0.0D.Output per hour =320.00SQ.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN.A.

Sub-Total for EPF.Direct Cost (C+E)0.0G.Overhead, Contingencies & Miscellaneous9%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 Cost0.0k.Total Unit CostERROR:#DIV/0!DETAILED UNIT PRICE ANALYSIS


Item No./Description:101(4)aREMOVAL OF EXISTING PAVEMENTUnit of Measurement:sq.m.number of team =1Output per day:320.00sq.m./dayQuantity:0.00sq.m.

DesignationNo. PersonNo. of DaysDaily RateAmountNo. of Days:0.00



B.Equipmenta.Backhoe w/ Pavement Breaker (0.80 cu.m.)10.0012,296.000.0b.Payloader (1.50 cu.m.), LX80-2C10.0013,864.000.0c.Dump Truck (10 cu.m.)10.009,016.000.0Minor Tools (10%)0.000.0

Sub-Total for BP0.0C.Total (A+B)0.0D.Output per day=320.00sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN.A.


Pipe Excav.DETAILED UNIT PRICE ANALYSISPROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. Pasonanca

PROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-7PIPELINE EXCAVATIONUnit of Measurement:CU.M.Output per day:160.00CU.M./DAYQuantity:1.73CU.M.DesignationNo. PersonNo. of DaysDaily RateAmountDONT ERASEA.Labora.Construction Foreman10.01524.005.67Size of PipeParallelO.D. of PipeWidth (m)Depth (m)Volume for Excavation (cu.m.)b.Laborers30.01317.0010.29Length (m) x 2150mm diam pvc726.20.170.471.08368.61912


B.Equipmenta.Dump Truck (10 cu.m.)20.0110,816.00233.95b.Backhoe (0.80 cu.m.)10.0112,296.00132.98Minor Tools (10%)1.60

Sub-Total for BP368.53C.Total (A+B)384.48D.Output per day=160.00CU.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN.A.

Sub-Total for EPF.Direct Cost (C+E)384.48G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 201123.07H.Contractor's Profit (CP)8%per D.O. 29 s 201130.76I.Value Added Tax (VAT)12%per D.O. 29 s 201152.60J.Total Cost490.90k.Total Unit Cost283.69

Wooden Pipe Hanger 100DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-4aFABRICATION OF 0.1m x 0.1m WOODEN PILE WITH WOODEN PIPE HANGER (For 100mm PVC CLASS 150, PIPELINE)

Unit of Measurement:UNITSOutput per day:50.00UNITS/DAYQuantity:26.00UNITS


A.Labora.Construction Foreman10.52524.00272.48b.Skilled worker50.52341.00886.60c.Laborer50.52317.00824.20number of team:1Sub-Total for AP1,983.28Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.EquipmentN/A

total length Sub-Total for BP0.021178.5C.Total (A+B)1,983.28D.Output per day=50.00UNITS/DAYName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.10 pcs. - 2" x 1" x 10' Coco Lumber17bd.ft.20.00333.00b.30 pcs. - 4" x 4" x 12' Coco Lumber40bd.ft.20.00800.00DurationERROR:#DIV/0!daysc.4" C.W. Nail3.00kgs.80.00240.00d.2 1/2" C.W. Nail1.00kgs.80.0080.00911.5160349854e.3" Finishing Nail3.00kgs.80.00240.00f.2 1/2" Finishing Nail3.00kgs.80.00240.003.6585365854g.#100 Nylon Chord1.00roll130.00130.0024.87333333334x4x12 cocolumber

Sub-Total for EP2,063.003.0487804878F.Direct Cost (C+E)4,046.28ERROR:#REF!G.Overhead, Contingencies & Miscellaneous10%per D.O. 22 s 2015404.63H.Contractor's Profit (CP)0%per D.O. 22 s 20150.025.3333333333I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost4,450.9118.2k.Total Unit Cost171.195.969617,298,034.04Direct Cost (C+E)18,629,880.321,335,892.56FALSEOverhead, Contingencies & Miscellaneous1,676,689.23Contractor's Profit (CP)1,490,390.43Value Added Tax (VAT)1,089,848.00Total Cost2,286,807.97Total Unit Cost2,521.550.65625625004000022500

Wooden Pipe Hanger 50DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-4bFABRICATION OF 0.1m x 0.1m WOODEN PILE WITH WOODEN PIPE HANGER (FOR 50mm P.E. TUBING, SDR 11 PIPELINE)

Unit of Measurement:UNITSOutput per day:50.00UNITS/DAYQuantity:343.00UNITS


A.Labora.Construction Foreman16.86524.003,594.64b.Skilled worker56.86341.0011,696.30c.Laborer56.86317.0010,873.10number of team:1Sub-Total for AP26,164.04Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.EquipmentN/A

total length Sub-Total for BP0.021178.5C.Total (A+B)26,164.04D.Output per day=50.00UNITS/DAYName and SpecificationsQuantityUnitUnit CostAmount

E.Materials0a.70 pcs. - 2" x 1" x 10' Coco Lumber117bd.ft.20.002,333.00b.330 pcs. - 4" x 4" x 12' Coco Lumber440bd.ft.20.008,800.00DurationERROR:#DIV/0!daysc.4" C.W. Nail20.00kgs.80.001,600.00e.2 1/2" C.W. Nail15.00kgs.80.001,200.001200.53" Finishing Nail20.00kgs.80.001,600.00f.2 1/2" Finishing Nail20.00kgs.80.001,600.003.6585365854g.#100 Nylon Chord6.00rolls130.00780.00328.13666666674x4x12 cocolumber

Sub-Total for EP17,913.003.0487804878F.Direct Cost (C+E)44,077.04ERROR:#REF!G.Overhead, Contingencies & Miscellaneous10%per D.O. 22 s 20154,407.70H.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 Cost48,484.74k.Total Unit Cost141.3517,298,034.04Direct Cost (C+E)18,629,880.321,375,923.32FALSEOverhead, Contingencies & Miscellaneous1,676,689.23Contractor's Profit (CP)1,490,390.43Value Added Tax (VAT)1,089,848.00Total Cost2,286,807.97Total Unit Cost2,521.550.65625625004000022500

Wooden Pile 100DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-5aINSTALLATION OF WOODEN PILE (For 100mm PVC CLASS 150, PIPELINE)Unit of Measurement:LN.M.dont erase:Output per day:48.00LN.M./DAY26.0052.00Length of Exposed PileQuantity:39.00LN.M.9,076.00DesignationNo. PersonNo. of DaysDaily RateAmount6,050.67A.Labora.Construction Foreman10.81524.00425.75b.Skilled worker50.81341.001,385.31c.Laborer50.81317.001,287.81number of team:1Sub-Total for AP3,098.88Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.Truck Mounted Crane10.811,758.001,428.38b.Diesel Hammer10.241,191.04290.320.0270833333c.Drop Hammer10.811,376.001,118.000.3Sub-Total for BP2,836.69C.Total (A+B)5,935.57D.Output per day=48.00LN.M./DAYName and SpecificationsQuantityUnitUnit CostAmountvolume of concreteERROR:#REF!E.MaterialsN/A

Sub-Total for EP0.0F.Direct Cost (C+E)5,935.57G.Overhead, Contingencies & Miscellaneous10%per D.O. 22 s 2015593.56H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0432I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0432J.Total Cost6,529.13k.Total Unit Cost167.411.1000.65625625004000022500

Wooden Pile 50DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-5bINSTALLATION OF WOODEN PILE (FOR 50mm P.E. TUBING, SDR 11 PIPELINE)Unit of Measurement:LN.M.dont erase:Output per day:48.00LN.M./DAY343.00686.00Length of Exposed PileQuantity:514.50LN.M.9,076.00DesignationNo. PersonNo. of DaysDaily RateAmount6,050.67A.Labora.Construction Foreman110.72524.005,616.63b.Skilled worker510.72341.0018,275.47c.Laborer510.72317.0016,989.22number of team:1Sub-Total for AP40,881.31Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.Truck Mounted Crane110.721,758.0018,843.56b.Diesel Hammer13.221,191.043,829.940.3572916667c.Drop Hammer110.721,376.0014,749.000.3Sub-Total for BP37,422.50C.Total (A+B)78,303.81D.Output per day=48.00LN.M./DAYName and SpecificationsQuantityUnitUnit CostAmountvolume of concreteERROR:#REF!E.MaterialsN/A

Sub-Total for EP0.0F.Direct Cost (C+E)78,303.81G.Overhead, Contingencies & Miscellaneous10%per D.O. 22 s 20157,830.38H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0432I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0432J.Total Cost86,134.19k.Total Unit Cost167.410.65625625004000022500

PipeExcavationDETAILED UNIT PRICE ANALYSISNO EDITING

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-4PIPELINE EXCAVATION (MANUAL EXCAVATION)Unit of Measurement:CU.M.Output per day:18.00CU.M./DAYQuantity:483.52CU.M.Why 0.90cu.m./day-man due to soil condition on siteok accepted


A.Labora.Construction Foreman127524.0014,148.00b.Laborers2027317.00171,180.00

Sub-Total for AP185,328.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountdepth*trench width* Lengthlength (m)width (m)depthbridge crossing

B.Equipment1,156.200.411.026.8N.A.volume:483.52cu.m.

Sub-Total for BP0.0C.Total (A+B)185,328.00D.Output per day =18.00CU.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN/A

Sub-Total for EPF.Direct Cost (C+E)185,328.00G.Overhead, Contingencies & Miscellaneous9%per D.O. 22 s 201516,679.52H.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 Cost202,007.52k.Total Unit Cost417.79ok

Pipes and Appur. 100DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-7aPIPE LAYING WORKS (100mm PVC PIPE, CLASS 150) w/ Partial Backfilling208.1Unit of Measurement:LN.M.30Output per day:43.00LN.M./DAY8Quantity:1,156.20LN.M.246.1work output26.888372093DesignationNo. PersonNo. of DaysDaily RateAmountNo. of Days:350mm40028400mm50022A.Labor500mm60018a.Construction Foreman127524.0014,148.00600mm70015b.Pipefitter227341.0018,414.007006.4333333333c.Laborers427317.0034,236.006.4333333333number of team:2Sub-Total for AP66,798.0066798Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount32.1666666667B.EquipmentERROR:#REF!N.A.0.603125

0tripsSub-Total for BP0.00C.Total (A+B)66,798.00D.Output per day=43.00LN.M./DAY27563Name and SpecificationsQuantityUnitUnit CostAmount0.3062555556150065.2222222222E.Materialsa.100mm x 6.00m PVC Pipe, Class 150 B/S with R.R.193pcs.2,800.00540,400.0044210.628b.100mm x 450 PVC Bend, Class 150 B/S with R.R.1pc.710.00710.00c.100mm x 22.500 PVC Bend, Class 150 B/S with R.R.5pcs.714.003,570.00d.100mm x 11.250 PVC Bend, Class 150 B/S with R.R.46pcs.570.0026,220.00e.100mm C.I. Sleeve Type Flexible Coupling, (PVC)3pcs.1,950.005,850.002.3124f.100mm C.I. Body Gate Valve, (NRS) PN16, M/M1pc.8,083.008,083.00g.100mm D.I. Mechanical End Cap1pc.2,695.002,695.00h.150mm D.I. Valve Box Cover1pc.1,402.001,402.00i.Hacksaw Blade4pcs.65.00260.00j.Plain Margarine10kgs.80.00800.009.654783.31k.Portland Cement2bags280.00560.00l.Washed Sand 0.10cu.m.950.0095.00m.Gravel (G-1)0.20cu.m.950.00190.00n.12mm. x 6.00m. Def. Reinforcing Steel Bar1pc.266.00266.00

Sub-Total for EP591,101.00591101F.Direct Cost (C+E)657,899.00144.75G.Overhead, Contingencies & Miscellaneous9%per D.O. 22 s 201559,210.9118.09375H.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 Cost717,109.91k.Total Unit Cost620.233.4459459459length:1,156.20m.# of 6m. Pipes:193.00pcs.hauling of pipes:no. of trips/day:3

pipelayingDETAILED UNIT PRICE ANALYSIS


PROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-9LAYING OF 363.10 LN.M. OF 100mm. PVC PIPELINE w/ PARTIAL BACKFILLINGUnit of Measurement:PCSOutput per day:4PCS./DAYQuantity:122.03PCS.


A.Labora.Construction Foreman128524.0014,426.10b.Laborers1528317.00130,908.57c.Pipefitter128341.009,387.98DONT ERASE

Sub-Total for AP154,722.65ParallelName and CapacityNo. of UnitsNo. of DaysDaily RateAmountSize of PipeTotal LengthDepthO.D. of PipeWidth150mm diam pipe726.21.080.170.47B.EquipmentN.A.

Sub-Total for BP0.0C.Total (A+B)154,722.65D.Output per day=4.43PCS./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa. Polyethelyne Warning Tape, "Attention Water Main", 3"W x 1000ft/roll2.38rolls1,4003,334.71b.150mm x 6.00m D.I. Push-on Pipe in Accordance with ISO 2531, Class K9122.03pcs.9,988.851,218,972.66c.150mm x 45 D.I. Bend, Push-On in Accordance with ISO 2531, Class K122pcs.1756.323,512.65d.Plain Margarine3.39kgs.70237.299e.150mm D.I. Sleeve Type Flexible Coupling, (D.I.)2.18pcs.2,730.005,947.585000

Sub-Total for EP1,232,004.89F.Direct Cost (C+E)1,386,727.53G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 201183,203.65H.Contractor's Profit (CP)8%per D.O. 29 s 2011110,938.20I.Value Added Tax (VAT)12%per D.O. 29 s 2011189,704.33J.Total Cost1,770,573.71k.Total Unit Cost14,508.94

drainage crossDETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-8DRAINAGE CROSSING WITH CONCRETE ENCASEMENT(150mm D.I. PIPELINE)Unit of Measurement:LN.M.output per day11.20CU..M./DAYOutput per day:13.43LN.M./DAYquantity1.08CU.M.Quantity:19.60LN.M.duration0.10

LocationLength of Drainage Crossing (Ln.m.)Pipe Size (mm)

Kasanyangan4.901500.0014.701500.000.001500.000.001500.000.000.000.001500.000.001500.000.001500.000.001500.000.00150Total Length19.60


A.Labora.Construction Foreman11.46524.00764.73D O N ' T E R A S Eb.Pipefitter11.46394.00575.00No. of Drainage CrossingO.D. of Existing Drainage (m)LENGTH (m)O.D. of Pipeline (m)BASE (m)WIDTH (m)VOLUME (m)c.Skilled Worker61.46366.003,204.84(O.D. of existing drainage + 0.6 + 0.6) x no. of DrainageO.D. of Pipeline + 0.15 + 0.15O.D. of Pipeline + 0.15 + 0.15TOTAL LENGTH x BASE x WIDTHd.Laborer121.46317.005,551.5611.252.450.170.470.470.54Sub-Total for AP10,096.1311.252.450.170.470.470.54Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.One Bagger Mixer10.341,376.00465.63b.Concrete Vibrator10.341,191.04403.04c.Water Truck (1000 gal.)10.038,520.00288.31dBar Cutter11.121,758.001,970.73e.Bar Bender11.122,812.003,152.27f.Cargo Truck (10T, 270 Hp)10.348,816.002,964.842Total Length4.9Total Volume1.08

L16mmno. 12mmt16t12Sub-Total for BP9,244.82Kasanyangan4.919.69.166666666743.2673.26666666677.2111111111C.Total (A+B)19,340.950.0014.758.825.5120.3609.820.06D.Output per day=13.43LN.M./DAY0.000000.00000Name and SpecificationsQuantityUnitUnit CostAmount0.000000.000000.000000.00000E.Materialsoutput per day1,440.000.000014.72000.7866666667Kasanyangan0.000014.72000.7866666667a.150mm x 11.25 D.I. Bend, Push-on Double Socket w/ Rubber Gasket8.00pcs.933.067,464.48Quantity601.750.000014.72000.78666666670.000000.00000b.150mm D.I. Sleeve Type Flexible Coupling, (D.I.)4.00pcs.2,730.0010,920.00duration0.41788111110.000014.72000.7866666667c.6 pcs. - 2" x 2" x 10' Coco Lumber20bd.ft20.00400.00d.10 pcs. - 2" x 3" x 12' Coco Lumber60bd.ft20.001,200.00e.12mm thk x 1.20m x 2.40m Ordinary Plywood2.00shts.950.001,900.00Total Length of RSB (m)f.2 1/2" C.W. Nail0.50kg.80.0040.00Reinforcng Steel BarTotal Length of Drainage Crossing (m)RSB Mass (kg)Total Mass (kg)g. 4" C.W. Nail0.50kg.80.0040.00h. Cement10.00bags265.002,650.00Total Length of Drainage Crossing x 8i.Sand0.54cu.m.1,000.00540.00336.25j.Gravel1.08cu.m.1,000.001,080.0016mm diam 4.939.2009.47371.224kgs.k.#16 G.I. Tie Wire9.00kgs.70.00630.00l.12mm x 6.00m Deformed Rein. Steel Bar7.00pcs.192.001,344.00Reinforcng Steel BarTotal Length of Drainage Crossing (m)Total Length of RSB (m)RSB Mass (kg)Total Mass (kg)m.16mm x 6.00m Deformed Rein. Steel Bar4.00pcs.330.001,320.00

0.0012mm diam 4.943.2675.328230.52a.150mm x 11.25 D.I. Bend, Push-on Double Socket w/ Rubber Gasket28.00pcs.933.0626,125.68

b.150mm D.I. Sleeve Type Flexible Coupling, (D.I.)14.00pcs.2,730.0038,220.00c.16 pcs. - 2" x 2" x 10' Coco Lumber53bd.ft20.001,066.67d.23 pcs. - 2" x 3" x 12' Coco Lumber138bd.ft20.002,760.00lumber75.6FALSElumbercwe.12mm thk x 1.20m x 2.40m Ordinary Plywood5.00shts.950.004,750.0010231260genvicene alvarez189.71.9f.2 1/2" C.W. Nail1.00kg.80.0080.006221020sevilla1512g. 4" C.W. Nail1.00kg.80.0080.0080villalobos1902h. Cement26.00bags265.006,890.00zaragosa361i.Sand1.36cu.m.1,000.001,355.00232312138veteranz ave.661j.Gravel2.71cu.m.1,000.002,710.0016221053.3333333333k.#16 G.I. Tie Wire26.00kgs.70.001,820.00191.3333333333l.12mm x 6.00m Deformed Rein. Steel Bar21.00pcs.192.004,032.00m.16mm x 6.00m Deformed Rein. Steel Bar10.00pcs.330.003,300.0020231212010221033.33333333330.00153.3333333333a.150mm x 11.25 D.I. Bend, Push-on Double Socket w/ Rubber Gasket0.00pcs.933.060.05231230b.150mm D.I. Sleeve Type Flexible Coupling, (D.I.)0.00pcs.2,730.000.0222106.6666666667c.10 pcs. - 2" x 2" x 10' Coco Lumber33bd.ft20.00666.6736.6666666667d.20 pcs. - 2" x 3" x 12' Coco Lumber120bd.ft20.002,400.00e.12mm thk x 1.20m x 2.40m Ordinary Plywood0.00shts.950.000.09231254f.2 1/2" C.W. Nail1.00kg.80.0080.004221013.3333333333g. 4" C.W. Nail1.00kg.80.0080.0067.3333333333h. Cement0.00bags265.000.0i.Sand0.00cu.m.1,000.000.0j.Gravel0.00cu.m.1,000.000.0k.#16 G.I. Tie Wire0.00kgs.70.000.0l.12mm x 6.00m Deformed Rein. Steel Bar1.00pcs.192.00192.00m.16mm x 6.00m Deformed Rein. Steel Bar0.00pcs.330.000.0

0.00a.150mm x 11.25 D.I. Bend, Push-on Double Socket w/ Rubber Gasket0.00pcs.933.060.0

b.150mm D.I. Sleeve Type Flexible Coupling, (D.I.)0.00pcs.2,730.000.0c.16 pcs. - 2" x 2" x 10' Coco Lumber53bd.ft20.001,066.67d.23 pcs. - 2" x 3" x 12' Coco Lumber138bd.ft20.002,760.00173e.12mm thk x 1.20m x 2.40m Ordinary Plywood0.00shts.950.000.0f.2 1/2" C.W. Nail1.00kg.80.0080.00g. 4" C.W. Nail1.00kg.80.0080.00h. Cement0.00bags265.000.0i.Sand0.00cu.m.1,000.000.0j.Gravel0.00cu.m.1,000.000.0k.#16 G.I. Tie Wire0.00kgs.70.000.0l.12mm x 6.00m Deformed Rein. Steel Bar1.00pcs.192.00192.00m.16mm x 6.00m Deformed Rein. Steel Bar1.00pcs.330.00330.00


b.150mm D.I. Sleeve Type Flexible Coupling, (D.I.)0.00pcs.2,730.000.0c.2 pcs. - 2" x 2" x 10' Coco Lumber7bd.ft20.00133.33d.5 pcs. - 2" x 3" x 12' Coco Lumber30bd.ft20.00600.00173e.12mm thk x 1.20m x 2.40m Ordinary Plywood0.00sht.950.000.0f.2 1/2" C.W. Nail0.50kg.80.0040.00g. 4" C.W. Nail0.50kg.80.0040.00h. Cement1.00bags265.00265.00i.Sand0.00cu.m.1,000.000.0j.Gravel0.00cu.m.1,000.000.0k.#16 G.I. Tie Wire1.00kgs.70.0070.00l.12mm x 6.00m Deformed Rein. Steel Bar0.79pcs.192.00151.04m.16mm x 6.00m Deformed Rein. Steel Bar0.00pcs.330.000.0


b.150mm D.I. Sleeve Type Flexible Coupling, (D.I.)0.00pcs.2,730.000.0c.4 pcs. - 2" x 2" x 10' Coco Lumber13bd.ft20.00266.67d.9 pcs. - 2" x 3" x 12' Coco Lumber54bd.ft20.001,080.00173e.12mm thk x 1.20m x 2.40m Ordinary Plywood1.00shts.950.00950.00f.2 1/2" C.W. Nail0.50kg.80.0040.00g. 4" C.W. Nail0.50kg.80.0040.00h. Cement0.00bags265.000.0i.Sand0.00cu.m.1,000.000.0j.Gravel0.00cu.m.1,000.000.0k.#16 G.I. Tie Wire0.00kgs.70.000.0l.12mm x 6.00m Deformed Rein. Steel Bar2.00pcs.192.00384.00m.16mm x 6.00m Deformed Rein. Steel Bar0.00pcs.330.000.0

Note: Quantities for D.I. Pipes are already included in SPL-7Sub-Total for EP134,705.20F.Direct Cost (C+E)154,046.15G.Overhead, Contingencies & Miscellaneous9%per D.O. 22 s 201513,864.15H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.09.1666666667pcs.J.Total Cost167,910.30k.Total Unit Cost8,566.85DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:ERROR:#REF!1kgx336.25=35.50686378049.47ERROR:#REF!ERROR:#REF!1kgx266=49.9249249249Item No./Description:SPL-8aDRAINAGE CROSSING5.328Unit of Measurement:LN.M.Output per day:ERROR:#DIV/0!LN.M./DAY1kgx130=35.1731601732Quantity:0.00LN.M.3.696

LocationLength of Drainage Crossing (Ln.m.)TOTAL DURATION0.51days0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Total Length0.00


A.Labora.Construction Foreman1ERROR:#DIV/0!524.00ERROR:#DIV/0!b.Pipefitter1ERROR:#DIV/0!394.00ERROR:#DIV/0!c.Skilled Worker6ERROR:#DIV/0!366.00ERROR:#DIV/0!d.Laborer12ERROR:#DIV/0!317.00ERROR:#DIV/0!

Sub-Total for APERROR:#DIV/0!Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.One Bagger Mixer13.701,376.005,085.70b.Concrete Vibrator13.701,191.044,402.08c.Water Truck (1000 gal.)10.378,520.003,148.99dBar Cutter10.001,758.000.0e.Bar Bender10.002,812.000.0f.Cargo Truck (10T, 270 Hp)10.008,816.000.0

Sub-Total for BP12,636.77C.Total (A+B)ERROR:#DIV/0!D.Output per day=ERROR:#DIV/0!LN.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.Materials0.00a.150mm x 11.25 D.I. Bend, Push-on Double Socket w/ Rubber Gasket0.00pcs.3,586.730.0

b.150mm D.I. Sleeve Type Flexible Coupling, (D.I.)0.00pcs.2,730.000.0c.6 pcs. - 2" x 2" x 10' Coco Lumber20bd.ft20.00400.00d.10 pcs. - 2" x 3" x 12' Coco Lumber60bd.ft20.001,200.00e.12mm thk x 1.20m x 2.40m Ordinary Plywood0.00shts.950.000.0f.2 1/2" C.W. Nail0.50kg.80.0040.00g. 4" C.W. Nail0.50kg.80.0040.00h. Cement0.00bags265.000.0i.Sand0.00cu.m.1,000.000.0j.Gravel0.00cu.m.1,000.000.0k.#16 G.I. Tie Wire0.00kgs.70.000.0m.12mm x 6.00m Deformed Rein. Steel Bar0.00pcs.192.000.0n.16mm x 6.00m Deformed Rein. Steel Bar1.00pcs.330.00330.00

0.00a.150mm x 11.25 D.I. Bend, Push-on Double Socket w/ Rubber Gasket0.00pcs.3,586.730.0

b.150mm D.I. Sleeve Type Flexible Coupling, (D.I.)0.00pcs.2,730.000.0c.16 pcs. - 2" x 2" x 10' Coco Lumber53bd.ft20.001,066.67d.23 pcs. - 2" x 3" x 12' Coco Lumber138bd.ft20.002,760.00e.12mm thk x 1.20m x 2.40m Ordinary Plywood5.00shts.950.004,750.00f.2 1/2" C.W. Nail1.00kg.80.0080.00g. 4" C.W. Nail1.00kg.80.0080.00h. Cement0.00bags265.000.0i.Sand0.00cu.m.1,000.000.0j.Gravel0.00cu.m.1,000.000.0k.#16 G.I. Tie Wire1.00kgs.70.0070.00m.12mm x 6.00m Deformed Rein. Steel Bar1.00pcs.192.00192.00n.16mm x 6.00m Deformed Rein. Steel Bar0.00pcs.330.000.0




b.150mm D.I. Sleeve Type Flexible Coupling, (D.I.)0.00pcs.2,730.000.0c.16 pcs. - 2" x 2" x 10' Coco Lumber53bd.ft20.001,066.67d.23 pcs. - 2" x 3" x 12' Coco Lumber138bd.ft20.002,760.00e.12mm thk x 1.20m x 2.40m Ordinary Plywood0.00shts.950.000.0f.2 1/2" C.W. Nail1.00kg.80.0080.00g. 4" C.W. Nail1.00kg.80.0080.00h. Cement0.00bags265.000.0i.Sand0.00cu.m.1,000.000.0j.Gravel0.00cu.m.1,000.000.0k.#16 G.I. Tie Wire0.00kgs.70.000.0m.12mm x 6.00m Deformed Rein. Steel Bar0.00pcs.192.000.0n.16mm x 6.00m Deformed Rein. Steel Bar1.00pcs.330.00330.00


b.150mm D.I. Sleeve Type Flexible Coupling, (D.I.)0.00pcs.2,730.000.0c.2 pcs. - 2" x 2" x 10' Coco Lumber7bd.ft20.00133.33d.5 pcs. - 2" x 3" x 12' Coco Lumber30bd.ft20.00600.00e.12mm thk x 1.20m x 2.40m Ordinary Plywood0.00sht.950.000.0f.2 1/2" C.W. Nail0.50kg.80.0040.00g. 4" C.W. Nail0.50kg.80.0040.00h. Cement1.00bags265.00265.00i.Sand0.00cu.m.1,000.000.0j.Gravel0.00cu.m.1,000.000.0k.#16 G.I. Tie Wire1.00kgs.70.0070.00m.12mm x 6.00m Deformed Rein. Steel Bar0.00pcs.192.000.0n.16mm x 6.00m Deformed Rein. Steel Bar0.00pcs.330.000.0



Note: Quantities for D.I. Pipes are already included in SPL-7Sub-Total for EP22,269.00F.Direct Cost (C+E)ERROR:#DIV/0!G.Overhead, Contingencies & Miscellaneous9%per D.O. 29 s 2011ERROR:#DIV/0!H.Contractor's Profit (CP)0%per D.O. 29 s 2011ERROR:#DIV/0!I.Value Added Tax (VAT)0%per D.O. 29 s 2011ERROR:#DIV/0!J.Total CostERROR:#DIV/0!k.Total Unit CostERROR:#DIV/0!

Pipes and Appur. 50DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-7bPIPELINES & APPURTENANCES (50mm P.E. TUBING, SDR 11 PIPELINE)208.1Unit of Measurement:LN.M.30Output per day:144.00LN.M./DAY8Quantity:0.00LN.M.246.1work output

DesignationNo. PersonNo. of DaysDaily RateAmountNo. of Days:350mm40028400mm50022A.Labor500mm60018a.Construction Foreman10.00524.000.0600mm70015b.Pipefitter20.00341.000.07000c.Laborers80.00317.000.00number of team:1Sub-Total for AP0.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount0B.EquipmentERROR:#REF!a.Steel Ladder10.00300.000.0ERROR:#REF!4b.A-Frame10.00300.000.0Buenavista St.3c.Dump Truck (10 cu.m.)10.009,016.000.00tripsSub-Total for BP0.00C.Total (A+B)0.0D.Output per day=144.00LN.M./DAY27563Name and SpecificationsQuantityUnitUnit CostAmount0.3062555556150065.2222222222E.Materialsa.50mm. x 60.00m. P. E. Tubing, SDR 110.0rolls7,300.000.044210.628b.50mm C.I. Sleeve Type Flexible Coupling, (PE)36.00pcs.950.0034,200.004783.31c.Hacksaw Blade2.00pcs.65.00130.00d.#16 G.I. Tie-wire22.00kgs.75.001,650.00

Sub-Total for EP35,980.0035980F.Direct Cost (C+E)35,980.000G.Overhead, Contingencies & Miscellaneous10%per D.O. 22 s 20153,598.000H.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 Cost39,578.00k.Total Unit CostERROR:#DIV/0!

sand env.DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-8SAND ENVELOPUnit of Measurement:CU.M.Output per day:12.00CU.M./DAYQuantity:220.70CU.M.


A.Labora.Construction Foreman118.39524.009,637.25b.Laborers218.39317.0011,660.33number of team1

Sub-Total for AP21,297.58Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountParallelSize of PipeTotal Length (m)O.D of Pipe (m)Width (m)Volume of Sand Envelop (cu.m.)B.Equipment10011140.120.42220.70N.A.

10.6666666667

Sub-Total for BPC.Total (A+B)21,297.58D.Output per day=12.00CU.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.Washed Sand220.70cu.m.1,000.00220,700.33


Isolation ValveDETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-9SUPPLY & INSTALLATION OF ISOLATION VALVE ALONG 50mm PIPELINE Unit of Measurement:eachOutput per day:4.00each/day22.5Quantity:2.00each

DesignationNo. PersonNo. of DaysDaily RateAmountNo. of Days:0.50

A.Labora.Construction Foreman/Engineering Assistant10.50524.00262.00b.Laborers60.50317.00951.00c.Pipefitter10.50394.00197.00number of team =1d.Welder10.50394.00197.00

Sub-Total for AP1,607.001,607.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.EquipmentLength (Scaled) (m)a.A-Frame10.50500.00250.00112230122Sub-Total for BP250.00250.0096C.Total (A+B)1,857.0067D.Output per day=4.00each/day014Name and SpecificationsQuantityUnitUnit CostAmount2197E.Materials140a.50mm C.I. Body Gate Valve, PN 16, F/F2pcs.3,795.007,590.00b.50mm C.I. Sleeve Type Flexible Coupling, (C.I.-P.E.)4pc.1,100.004,400.00c.50mm C.I. Adaptor, F/P4pcs.1,250.005,000.00d.16mm x 70mm Stainless Steel Hex. Bolt w/ Nut & Washer32pcs.60.001,920.00e.150mm C.I. Valve Box Cover2pcs.1,402.002,804.00teeERROR:#REF!f.6mm Thk. Rubber Gasket4kgs.140.00560.00valveERROR:#VALUE!g.150mm x 6.0m PVC Pipe, Class 150 B/S with R.R.1pc.4,340.004,340.00ERROR:#REF!

Sub-Total for EP26,614.0026,614.00104F.Direct Cost (C+E)28,471.00173G.Overhead, Contingencies & Miscellaneous10%per D.O. 29 s 20112,847.1085H.Contractor's Profit (CP)0%per D.O. 29 s 20110.0151I.Value Added Tax (VAT)0%per D.O. 29 s 20110.037J.Total Cost31,318.1074k.Total Unit Cost15,659.0563114

BridgeCrossingDETAILED UNIT PRICE ANALYSISno inputPROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-5INSTALLATION OF 100mm. G.I. PIPE w/ PIPE SUPPORT FOR BRIDGE CROSSINGUnit of Measurement:LN.M.Output per day:1.71LN.M./DAYQuantity:6.82LN.M.


A.Labora.Construction Foreman14524.002,096.00b.Pipefitter14341.001,364.00number of team =1.00c.Skilled Worker34366.004,392.00skilled worker:d.Laborers44317.005,072.001Pipefitter1Mason/SteelmanSub-Total for AP12,924.001WelderName and CapacityNo. of UnitsNo. of DaysDaily RateAmount1Carpenter

B.Equipmenta.Generator Set/ Welding Machine w/ complete accessories (w/ fuel)142,160.008,640.00

Minor Tools (10%)1,292.00

Sub-Total for BP9,932.00C.Total (A+B)22,856.00D.Output per day=1.71LN.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.100mm x 6.00m G.I. Pipe, Threaded Both Ends, (ASTM 53-90A- Heavy Gauge)2pcs.18,565.0037,130.00b.100mm. G.I. Coupling, (ANSI B16.3 Class 150 - Standard)1pc.500.00500.00c.6mm. Thk. x 50mm. x 6.00m MS Flat Bar1pc.865.20865.20diameter of PipeO.D.1.90d.12mm. x 250mm. MS Bolt with Nut and Washer4pcs.100.00400.002000.22e.100mm C.I. Sleeve Type Flexible Coupling, (PVC-G.I.)2pcs.4,726.009,452.0030.250.25f.100mm C.I. Body Gate Valve, M/M, NRS1pc.8,083.008,083.00g.100mm x 11.25 PVC Bend, Class 150, B/S w/ R.R.1pc.570.00570.00000h.100mm x 22.5 PVC Bend, Class 150, B/S w/ R.R.1pc.714.00714.00i.Welding Rod 60111kg.140.00140.00j.Hacksaw Blade3pcs.65.00195.00

Concrete Thrust Block & Construction of 2 Units Concrete Columna.Portland Cement5bags280.001,400.00footingb.Washed Sand0.25cu.m.950.00237.500.07125cu.m.c.Gravel (G1)0.50cu.m.950.00475.00columnd.10mm. x 6.00m Deformed Reinforced Steel Bar9pcs.266.002,394.000.2079cu.m.d.#16 G.I. Tie Wire2kgs.75.00150.00totale.12mm Thk x 1.20m x 2.40m Ordinary Plywood2shts.800.001,600.000.3cu.m. say 0.50cu.m.f.12pcs. - 2" x 4" x 8' Coco Lumber64bd.ft.20.001,280.005bagsg.12pcs. - 2" x 3" x 8' Coco Lumber48bd.ft.20.00960.00h.2" C.W. Nail0.50kg.59.0029.500.25cu.m.i4" C.W. Nail2kgs.59.00118.000.5cu.m.


interDETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. Pasonancainput by direct counting on planPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-6VALVES/FITTINGS/INTER-CONNECTION WORKSUnit of Measurement:ASSEMBLYOutput per day:1ASSEMBLY/DAYQuantity:1ASSEMBLY

DesignationNo. PersonNo. of DaysDaily RateAmountERROR:#REF!ERROR:#REF!

A.Labora.Construction Foreman11524.00524.00Baliwasan Grande2b.Pipefitter11341.00341.00Baliwasan Road2c.Laborers21317.00634.00San Jose Gusu3e.Skilled Worker11366.00366.00Sub-Total for AP1,865.00no of teamName and CapacityNo. of UnitsNo. of DaysDaily RateAmount1Gov. Lim Ave.11Gov. Alvarez St.7B.Equipmenta.Water Pump11750.00375.00Buenavista St.6Orendain St.4Pura Brillantes St.4Sub-Total for BP375.00C.Total (A+B)2,240.00Tomas Claudio St.9D.Output per day=1.00ASSEMBLY/DAYName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.100mm C.I. Body Gate Valve, (NRS) PN 16, F/F1pc.8,083.008,083.00b.100mm C.I. Adaptor, F/Pc.100mm C.I. Sleeve Type Flexible Coupling, (C.I. - PVC)1pc.1,939.001,939.00d.150mm x 6.00m PVC Pipe, Class 150, B/S with R.R.1pc.4,590.004,590.00e.150mm D.I. Valve Box Cover1pc.1,402.001,402.00washed sandf.Portland Cement2bags280.00560.00g.Washed Sand 0.10cu.m.950.0095.00h.Gravel (G-1)0.20cu.m.950.00190.00i.12mm. x 6.00m. Def. Reinforcing Steel Bar1pc.266.00266.00

Sub-Total for EP17,125.0012.9375F.Direct Cost (C+E)19,365.002.228125item 201G.Overhead, Contingencies & Miscellaneous9%per D.O. 22 s 20151,742.852.15625item 200H.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 Cost21,107.85k.Total Unit Cost21,107.85

blow offDETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. Pasonancanote: if bridge crossing is presentPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-7INSTALLATION OF ONE (1) UNIT - 100mm BLOW-OFF ASSEMBLYUnit of Measurement:UNITOutput per day:0.66UNIT/DAYQuantity:1.00UNIT


A.Labora.Construction Foreman12524.001,048.00a.Pipefitter12341.00517.00b.Skilled Worker12366.00555.00c.Laborer22317.00961.00

Sub-Total for AP3,081.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountDONT ERASEB.EquipmentSize of PipelineQTY of blow-offa.Generator Set/ Welding Machine w/ complete accessories (w/ fuel)102,160.00818.18200MM3150

Sub-Total for BP818.18blow-off concrete padC.Total (A+B)3,899.180.096cu.m.D.Output per day=0.66UNIT/DAYthrust blockName and SpecificationsQuantityUnitUnit CostAmountSize of pipelineitemqtyLengthWidthO.D. of Pipevol.E.Materials200mm150mm x 90 deg g.i. elbow20.40.470.170.06392a.100mm x 100mm C.I. Tee, M/F, Flanged End in Accordance w/ ANSI B16.1 Class 125 1pc.4,000.004,000.00150mm Gate Valve10.230.470.170.018377b. 100mm Steel Ring Flange Conforming to AWWA C207 Class E-Standard1pc.373.00373.00c.16mm x 88mm Stainless (Full Thread) Hex Bolt (Type 304) w/ Nut and Washer8pcs.98.00784.00d.100mm C.I. Body Gate Valve,PN16, (NRS), F/F, Flanged End in Accordance w/ ANSI B16.1 Class 125 w/ 2-units Steel Ring Flange Conforming to AWWA C207 Class E-Standard, w/ 16 - Units of 19mm x 88mm Stainless, (Full Thread) Hex. Bolt (Type 304) w/ Nut and Washer1pc.10,243.0010,243.00e.100mm C.I. Sleeve Type Flexible Coupling, (PVC)1pc.1,939.001,939.00total0.082297f.150mm C.I. Valve Box Cover1pc.1,402.001,402.00g.100mm x 6.00m ASTM A53-90A Heavy Gayge G.I.1pc.9,910.009,910.0012mm diam def rein steeel bar around the valveh.150mm x 6.00m PVC Pipe, Class 150, B/S w/ R.R.1pc.4,590.004,590.00for 150 mm body gate valve0.66i.6mm. Thk. Rubber Gasket6kgs.80.00480.00j.12mm. x 6.00m Def. Reinforcing Steel Bar1pc.266.00266.00k.Portland Cement3bags.280.00840.00l.Washed Sand0.125cu.m.1,000.00125.00m.Gravel0.25cu.m.1,000.00250.002.53n.Welding Rod 60111kg.165.00165.00

Sub-Total for EP35,367.00F.Direct Cost (C+E)39,266.18G.Overhead, Contingencies & Miscellaneous9%per D.O. 22 s 20153,533.9650.208H.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 Cost42,800.14k.Total Unit Cost42,800.14

air releaseDETAILED UNIT PRICE ANALYSIS


PROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-8INSTALLATION OF THREE (3) UNITS - 50mm AIR RELEASE ASSEMBLY WITH CONCRETE BARRICADEUnit of Measurement:UNITSOutput per day:0.33UNIT/DAYQuantity:3.00UNITS

DesignationNo. PersonNo. of DaysDaily RateAmountConcretingvolume (cu.m.)concrete Barricade0.256A.Labora.Construction Foreman19524.004,716.00b.Pipefitter19341.003,069.00Truss blockc.Laborers29317.005,706.00ItemSizeLengthwidthvolumed.Skilled Worker29366.006,588.00Tee200 x 1500.520.520.140608Gate Valve1500.230.470.050807Sub-Total for AP20,079.00elbow1500.40.470.08836Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount0.279775


Sub-Total for BP6,480.0012mm diam rebar around the valveC.Total (A+B)26,559.00Body Gate ValveD.Output per day=0.33UNIT/DAYMaterialSize (mm)Qty.O.D. of Pipe (m)Width (m)LengthName and SpecificationsQuantityUnitUnit CostAmountB gate valve15010.170.151.62E.Materialsa.100mm x 50mm C.I. Tee, M/F, Flange end in accordance w/ ANSI B16.1 Class 125, w/ 1-unit Steel Ring Flange conforming to ANSI B16.5 Class 150, w/ 4-16mm. x 88mm. Stainless (full thread) Hex. Bolt (type 304) w/ Nut & Washer3pcs.4,500.0013,500.00b.50mm x 90 G.I. Elbow, ANSI B16.3 Class 150 - Standard6pcs.138.00828.00c.50mm x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge3pcs.2,829.008,487.00d.100mm x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge, Threaded End Finish1pc.9,877.009,877.00e.150mm x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge1pc.18,565.0018,565.00f.150mm x 100mm G.I. Bell Reducer, (ANSI B16.3 Class 150 - Standard)3pcs.2,325.006,975.00h.25mm Teflon Tape20rolls38.00760.00i.50mm Automatic Air Release Pressure Valve3pcs.23,520.0070,560.00stand pipej.6011 Welding Rod4kgs.165.00660.00k.Hacksaw Blade6pcs.66.00396.00l.25mm Masking Tape24rolls32.00768.00m.Concrete Neutralizer1liter110.00110.00n.Flat Latex Paint (Primer)2gals.549.751,099.50o.Gloss Latex Paint (Caterpillar Yellow)2gals.937.651,875.30p.Gloss Latex Paint (Black)2gals.683.551,367.10q.Portland Cement15bags280.004,200.00along1.296r.Washed Sand1cu.m.1,000.001,000.0020030.2971.59314.337s.Gravel (G-1)2cu.m.1,000.002,000.0010020.70092t.16mm x 6.00m Def. Reinforcing Steel Bar12pcs.335.004,020.00*16mm x 6.00m Deformed Rein. Steel Barw.10mm x 6.00m Def. Reinforcing Steel Bar5pcs.175.00875.00*10mm x 6.00m Deformed Rein. Steel Barx.Quick Dry Enamel (Blue)2gals.606.001,212.00Concrete Neutralizery.#16 G.I. Tie-wire2kgs.75.00150.00sizeFlat Latex Paint (Primer)z.12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood2shts.800.001,600.002004Gloss Latex Paint (Caterpillar Yellow)a'.12 pcs. 2" x 2" x 10' Coco Lumber40bd.ft.20.00800.001004Gloss Latex Paint (Black)b'.2" C.W. Nail4kgs.53.00212.00Quick Dry Enamel (Red)c'.3" C.W. Nail2kgs.59.00118.00Paint Thinnerd'.3" Paint Brush2pcs.65.00130.00#16 G.I. Tie-wiree'.4" Paint Brush2pcs.95.00190.00*12mm thk x 1.20m x 2.40m Ordinary Plywoodf'.Metal Primer2gals.469.00938.00Sub-Total for EP152,334.90F.Direct Cost (C+E)178,893.90G.Overhead, Contingencies & Miscellaneous9%per D.O. 22 s 201516,100.45H.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 Cost194,994.35k.Total Unit Cost64,998.12

Fire HydrantDETAILED UNIT PRICE ANALYSISinputPROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-9INSTALLATION OF ONE (2) UNIT - 75mm FIRE HYDRANT WITH CONCRETE BARRICADEUnit of Measurement:UNITSOutput per day:0.33UNIT/DAYQuantity:2UNITS

DesignationNo. PersonNo. of DaysDaily RateAmountConcretingvolume (cu.m.)concrete Barricade0.256A.Labora.Construction Foreman16524.003,175.76b.Pipefitter16341.002,066.67Truss blockc.Laborers46317.007,684.85ItemSizeLengthwidthvolumed.Skilled Worker26366.004,436.36Tee200 x 1500.520.520.140608Gate Valve1500.230.470.050807Sub-Total for AP17,363.64elbow1500.40.470.08836Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount0.279775


Sub-Total for BP13,090.9112mm diam rebar around the valveC.Total (A+B)30,454.55Body Gate ValveD.Output per day=0.33UNIT/DAYMaterialSize (mm)Qty.O.D. of Pipe (m)Width (m)LengthName and SpecificationsQuantityUnitUnit CostAmountB gate valve15010.170.151.62E.Materialsa.150mm C.I. Valve Box Cover2pcs.1,402.002,804.00b.100mm x 75mm C.I. Tee, M/F, Flange end in accordance w/ ANSI B16.1 Class 125, w/ 1-unit Steel Ring Flange conforming to ANSI B16.5 Class 150, w/ 4-16mm. x 88mm. Stainless (full thread) Hex. Bolt (type 304) w/ Nut & Washer2pcs.4,288.008,576.00c.75mm C.I. Body Gate Valve, F/F, Flange end in accordance w/ ANSI B16.1 Class 125, w/ 2 units-75mm Steel Ring Flange conforming to ANSI B16.5 Class 150 w/ 4-16mm. x 88mm. Stainless (full thread) Hex. Bolt (type 304) w/ Nut & Washer2pcs.5,506.0011,012.00d.75mm Brass Fire Hydrant Head w/ 63mm Hose Connector2sets10,230.0020,460.00e.100mm C.I Sleeve Type Flexible Coupling, (PVC)2pcs.1,939.003,878.00f.75mm x 6.00m G.I. Pipe, (ASTM A53-90A Heavy Gauge)2pcs.7,010.0014,020.00g.75mm x 90 G.I. Elbow, (ANSI B16.3 Class 150 - Standard)2pcs.535.001,070.00h.150mm x 6.00m PVC Pipe, class 150, B/S, w/ R.R1pc.4,340.004,340.00i.25mm Teflon Tape8rolls38.00304.00j.6mm thk Rubber Gasket18kgs.140.002,520.00k.Portland Cement13bags280.003,640.00l.Washed Sand1cu.m.1,000.001,000.00m.Gravel (G1)2cu.m.1,000.002,000.00n.*16mm x 6.00m Def. Reinforcing Steel Bar8pcs.335.002,680.00o.*10mm x 6.00m Deformed Rein. Steel Bar4pcs.175.00700.00p.#16 G.I. Tie-wire0.5kg.75.0037.50q.Hacksaw Blade2pcs.65.00130.00r.Concrete Neutralizer1liter110.00110.00s.Flat Latex Paint (Primer)1gal.549.75549.75t.Gloss Latex Paint (Caterpillar Yellow)1gal.937.65937.65u.Gloss Latex Paint (Black)1gal.683.55683.55v.Red Oxide Metal Primer1gal.427.00427.00w.Quick Dry Enamel (Red)1gal.655.20655.20x.Paint Thinner1gal.332.00332.00x.y.z.aa.ab.ac.Solvent Based Primer (White)2qrts.300.000.0ad.Solvent Based Paint (Raw Sienna)2qrts.300.000.0ae.Solvent Based Paint (Black)2qrts.300.000.0af.Solvent Based Paint (Red)2qrts.300.000.0y.Solvent Based Paint Reducer2qrts.300.000.0y.25mm Masking Tape4pcs.32.00128.00z.*12mm thk x 1.20m x 2.40m Ordinary Plywood1sht.800.00800.00a'.6 pcs. 2" x 2" x 10' Coco Lumber20bd.ft.20.00400.00b'.2" C.W. Nail2kgs.53.00106.00c'.3" C.W. Nail1kg.59.0059.00d'.6011 Welding Rod2kgs.165.00330.00e'.3" Paint Brush2pcs.65.00130.00f'.4" Paint Brush2pcs.95.00190.00

* ALL SIZES REFERRED HEREIN SHOULD MEAN COMMERCIALLY AVAILABLE MEASUREMENTS TOLERANCE OF 1mm

** ALL FLANGED END FITTING SHALL BE IN ACCORDANCE W/ ANSI B16.1 CLASS 125 & ALL STEEL RING FLANGE SHALL BE IN ACCORDANCE W/ AWWA C207 CLASS D, OR ANSI B16.5 CLASS 150


hydro100DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:Proposed Laying of 100mm PVC Pipeline Extention at Sittio Canucutan, Brgy. PasonancaPROJECT LOCATION:Sittio Canucutan, Brgy.Pasonanca, Zamboanga CityItem No./Description:SPL-10aHYDRO-TESTING & DISINFECTION WORKS (100mm PVC & G.I., PIPELINE)Unit of Measurement:LN.M.Output per day:500.00LN.M./DAYQuantity:1,163.00LN.M.


A.Labora.Construction Foreman16524.003,144.002.326b.Pipefitter16341.002,046.00c.Laborers46317.007,608.00

Hydrotesting Disinfection and Leakage TestI.D. of PipeSub-Total for AP12,798.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.Hydro Machine16988.005,928.00Minor Tools (10%)1,280.00Premium Gasoline24

Sub-Total for BP7,208.00C.Total (A+B)20,006.00D.Output per day=500.00LN.M./DAYName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.Chlorine Granules1kg.250.00250.000.00b.P

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