Mr.&Mrs.rameshgenomal(Additional for Kitchen's Final Billing)(Revised)

PERT CPMPROJECT NAME: DESIGN AND BUILD FOR ALCANTARA LEVEL III WATER SYSTEMALCANTARA, ROMBLONCASH FLOWITEM NO.ACTIVITYTOTAL COST PER ACTIVITY% PROGRESS1SOURCE DEVELOPMENT FACILITIES0.0AREHABILITATION OF INTAKE FACILITY803,179.315.10%B100 CUBIC METER RESERVOIR1,951,832.4612.39%ICPipelines and Related Civil Works7,800,149.8949.53%3DINTERCONNECTION1,404,079.888.92%EBRIDGE CROSSING74,858.830.48%STARTLJBFPavement Demolition and Restoration678,449.704.31%15330GSERVICE CONNECTION1,399,297.348.89%HVALVES AND ASSEMBLIES724,755.684.60%AIMISCELLANEOUS12,900.000.08%30TOTAL CONSTRUCTION COST14,849,503.09JMobilization44,550.390.28%KDemobilization103,946.520.66%LDETAILED ENGINEERING DESIGN750,000.004.76%TOTAL PROJECT COST15,748,000.00100.00%

INDIRECT COSTDESCRIPTIONSin % of DCOCM0.09Contractor's Profit0.08VAT0.12

1.1.1AUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM1Name of Item:0.0sub item1.1.1A0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmounta). Total Materials0.0EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountWater Pump1.009.106,000.0054,600.000.0b). Total for Equipment54,600.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.006.06650.003,939.00Foreman1.0011.00550.006,050.00Laborer2.0011.00250.005,500.00c). Total for Labor15,489.00d). Estimated Direct Cost (EDC) = a + b + c70,089.00e). Indirect Cost / Mark-up1. OCM6,308.012. Profit5,607.123. VAT8,410.68Total of e).20,325.81f). Total Cost = d + e90,414.81(89,837.64)g). Unit Cost0.0200.409,566.82Authorized Signature

1.1.1BUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM1Name of Item:0.0sub item1.1.1B0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountGravel1.89cum1,100.002,079.00a). Total Materials2,079.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.003.75650.002,437.500.0Foreman1.005.00550.002,750.00Laborer1.005.00250.001,250.00c). Total for Labor6,437.50d). Estimated Direct Cost (EDC) = a + b + c8,516.50e). Indirect Cost / Mark-up1. OCM766.492. Profit681.323. VAT1,021.98Total of e).2,469.79f). Total Cost = d + e10,986.29(10,409.12)g). Unit Cost0.0200.405,812.85Authorized Signature

1.1.1CUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.1.1C0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountSelected Gravel0.0cum500.000.0a). Total Materials0.0EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.004.00650.002,600.00Foreman1.008.00550.004,400.00Laborer2.008.00250.004,000.00c). Total for Labor11,000.00d). Estimated Direct Cost (EDC) = a + b + c0.0e). Indirect Cost / Mark-up1. OCM0.02. Profit0.03. VAT0.0Total of e).0.0f). Total Cost = d + e0.00.0g). Unit Cost0.0200.401,433.33Authorized Signature

1.1.1DUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.1.1D0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountSelected Sand46.00cum400.0018,400.00a). Total Materials18,400.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.0012.00650.007,800.00Foreman1.0012.00550.006,600.00Laborer2.0012.00250.006,000.00c). Total for Labor20,400.00d). Estimated Direct Cost (EDC) = a + b + c38,800.00e). Indirect Cost / Mark-up1. OCM3,492.002. Profit3,104.003. VAT4,656.00Total of e).11,252.00f). Total Cost = d + e50,052.00(49,474.83)g). Unit Cost0.0200.401,088.09Authorized Signature

1.1.1EUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.1.1E0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountSelected Granular Fill13.80cum727.5010,039.50a). Total Materials10,039.50EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.002.25650.001,462.50Foreman1.003.00550.001,650.00Laborer2.003.00250.001,500.00c). Total for Labor4,612.50d). Estimated Direct Cost (EDC) = a + b + c14,652.00e). Indirect Cost / Mark-up1. OCM1,318.682. Profit1,172.163. VAT1,758.24Total of e).4,249.08f). Total Cost = d + e18,901.08(18,323.91)g). Unit Cost0.0200.401,369.64Authorized Signature

1.1.2AUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.1.2A0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountCement200.00bags260.0052,000.00Sand11.09cum1,100.0012,199.00Gravel22.17cum1,100.0024,387.00a). Total Materials88,586.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.005.25650.003,412.50Foreman1.007.00550.003,850.00Masons1.007.00350.002,450.00Laborers2.007.00250.003,500.00c). Total for Labor13,212.50d). Estimated Direct Cost (EDC) = a + b + c101,798.50e). Indirect Cost / Mark-up1. OCM9,161.872. Profit8,143.883. VAT12,215.82Total of e).29,521.57f). Total Cost = d + e131,320.07(130,742.90)g). Unit Cost0.0200.405,923.32Authorized Signature

1.1.2BUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.1.2B0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountCement18.00bags260.004,680.00Sand0.99cum1,100.001,089.00Gravel1.98cum1,100.002,178.00a). Total Materials7,947.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.003.75650.002,437.50Foreman1.005.00550.002,750.00Masons1.005.00350.001,750.00Laborers2.005.00250.002,500.00c). Total for Labor9,437.50d). Estimated Direct Cost (EDC) = a + b + c17,384.50e). Indirect Cost / Mark-up1. OCM1,564.612. Profit1,390.763. VAT2,086.14Total of e).5,041.51f). Total Cost = d + e22,426.01(21,848.84)g). Unit Cost0.0200.4011,326.27Authorized Signature

1.1.2CUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.1.2C0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount12mm dia Deformed Steel Bars1,038.60kgs50.0051,930.00#16 G.I tie wire19.37kgs60.001,162.20a). Total Materials53,092.20EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountBar Cutter1.0015.00480.007,200.000.0b). Total for Equipment7,200.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.003.75650.002,437.50Foreman1.005.00550.002,750.00Steelman1.005.00350.001,750.00Laborers2.005.00250.002,500.00c). Total for Labor9,437.50d). Estimated Direct Cost (EDC) = a + b + c69,729.70e). Indirect Cost / Mark-up1. OCM6,275.672. Profit5,578.383. VAT8,367.56Total of e).20,221.61f). Total Cost = d + e89,951.31(89,374.14)g). Unit Cost0.0200.4086.61Authorized Signature

1.1.2DUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.1.2D0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount10mm thk Marine Plywood18.00shts715.0012,870.002x3 Coco Lumber796.00bdft20.0015,920.00ACW Nails9.00kgs60.00540.00a). Total Materials29,330.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.003.75650.002,437.50Foreman1.005.00550.002,750.00Carpenter1.005.00350.001,750.00Laborers2.005.00250.002,500.00c). Total for Labor9,437.50d). Estimated Direct Cost (EDC) = a + b + c38,767.50e). Indirect Cost / Mark-up1. OCM3,489.082. Profit3,101.403. VAT4,652.10Total of e).11,242.58f). Total Cost = d + e50,010.08(49,432.91)g). Unit Cost0.0200.40971.07Authorized Signature

1.1.3AUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.1.3A0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount150mm dia uPVC Pipe C1004.00lengths10,436.4041,745.60Cement6.00bags260.001,560.00Sand1.25cum1,100.001,375.00Gravel2.50cum1,100.002,750.0010mm thk Marine Plywood3.00shts715.002,145.002 x 3 Coco Lumber13.00bdft20.00260.00a). Total Materials49,835.60EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountElectrica Drill1.005.00600.003,000.000.0b). Total for Equipment3,000.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.003.75650.002,437.50Foreman1.005.00550.002,750.00Welder1.005.00350.001,750.00Pipefitter1.005.00350.001,750.00Laborer4.005.00250.005,000.00c). Total for Labor13,687.50d). Estimated Direct Cost (EDC) = a + b + c66,523.10e). Indirect Cost / Mark-up1. OCM5,987.082. Profit5,321.853. VAT7,982.77Total of e).19,291.70f). Total Cost = d + e85,814.80(85,237.63)g). Unit Cost0.0200.402,383.74Authorized Signature

1.1.3BUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.1.3B0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountGabion Wire 1m x 2m17.00pcs3,058.7551,998.75Boulders31.50cum850.0026,775.00a). Total Materials78,773.75EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.003.00650.001,950.00Foreman1.004.00550.002,200.00Mason1.004.00350.001,400.00Laborers2.004.00250.002,000.00c). Total for Labor7,550.00d). Estimated Direct Cost (EDC) = a + b + c86,323.75e). Indirect Cost / Mark-up1. OCM7,769.142. Profit6,905.903. VAT10,358.85Total of e).25,033.89f). Total Cost = d + e111,357.64(110,780.47)g). Unit Cost0.0200.407,954.12Authorized Signature

1.1.3CUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.1.3C0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount150mm GI Pipe1.00length10,260.0010,260.00150mm BI Slip On Flange2.00pcs910.001,820.00150mm CI Flange Adapter1.00pc2,359.502,359.50150mm CI Gate Valve FF1.00pc10,574.2010,574.20Welding Rod5.75kgs95.00546.25150mm BI Blind Flange1.00pc374.40374.40150mm BI Elbow1.00pc2,600.002,600.006mm thk x 150mm dia Collar Plate2.00pcs535.601,071.20a). Total Materials29,605.55EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountElectric Welding Machine1.002.001,600.003,200.000.0b). Total for Equipment3,200.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.001.50650.00975.00Foreman1.002.00550.001,100.00Welder2.002.00350.001,400.00c). Total for Labor3,475.00d). Estimated Direct Cost (EDC) = a + b + c36,280.55e). Indirect Cost / Mark-up1. OCM3,265.252. Profit2,902.443. VAT4,353.67Total of e).10,521.36f). Total Cost = d + e46,801.91(46,224.74)g). Unit Cost0.0200.4011,700.48Authorized Signature

1.1.3DUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.1.3D0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount6mm thk x 800mm x 1000mm Manhole Cover2.00pcs3,750.007,500.00Padlock2.00pcs539.501,079.00a). Total Materials8,579.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountElectric Welding Machine1.002.001,600.003,200.000.0b). Total for Equipment3,200.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.001.50650.00975.00Foreman1.002.00550.001,100.00Welder2.002.00350.001,400.00c). Total for Labor3,475.00d). Estimated Direct Cost (EDC) = a + b + c15,254.00e). Indirect Cost / Mark-up1. OCM1,372.862. Profit1,220.323. VAT1,830.48Total of e).4,423.66f). Total Cost = d + e19,677.66(19,100.49)g). Unit Cost0.0200.409,838.83Authorized Signature

1.1.3eUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.1.3E0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountGeofabric39.00sqm1,105.0043,095.00a). Total Materials43,095.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.001.50650.00975.00Foreman1.002.00550.001,100.00Laborer2.002.00250.001,000.00c). Total for Labor3,075.00d). Estimated Direct Cost (EDC) = a + b + c46,170.00e). Indirect Cost / Mark-up1. OCM4,155.302. Profit3,693.603. VAT5,540.40Total of e).13,389.30f). Total Cost = d + e59,559.30(58,982.13)g). Unit Cost0.0200.401,527.16Authorized Signature

Sheet2

1.2.1AUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.1A0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmounta). Total Materials0.0EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.009.87650.006,415.50Foreman1.0015.00550.008,250.00Laborers2.0015.00250.007,500.00c). Total for Labor22,165.50d). Estimated Direct Cost (EDC) = a + b + c22,165.50e). Indirect Cost / Mark-up1. OCM1,994.902. Profit1,773.243. VAT2,659.86Total of e).6,428.00f). Total Cost = d + e28,593.50(28,016.33)g). Unit Cost0.0200.40241.63Authorized Signature

1.2.1BUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.1B0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountGravel11.09cum1,100.0012,199.00a). Total Materials12,199.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.00.504b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.000.0650.000.0Foreman1.000.0550.000.0Laborers1.000.0250.000.0c). Total for Labor0.0d). Estimated Direct Cost (EDC) = a + b + c0.0e). Indirect Cost / Mark-up1. OCM0.02. Profit0.03. VAT0.0Total of e).0.0f). Total Cost = d + e0.00.0g). Unit Cost0.0200.404,713.88Authorized Signature

1.2.1CUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.1C0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountCommon Backfilling Materials30.40cum800.0024,320.00a). Total Materials24,320.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.0028.50650.0018,525.00Foreman1.0038.00550.0020,900.00Laborers1.0038.00250.009,500.00c). Total for Labor48,925.00d). Estimated Direct Cost (EDC) = a + b + c73,245.00e). Indirect Cost / Mark-up1. OCM6,592.052. Profit5,859.603. VAT8,789.40Total of e).21,241.05f). Total Cost = d + e94,486.05(93,908.88)g). Unit Cost0.0200.403,108.09Authorized Signature

1.2.2AUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.2A0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountCement619.00bags260.00160,940.00Sand34.36cum1,100.0037,796.00Gravel68.72cum1,100.0075,592.00a). Total Materials274,328.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.00103.09650.0067,008.50Foreman1.00137.45550.0075,597.50Masons1.00137.45350.0048,107.50Laborers2.00137.45250.0068,725.00c). Total for Labor259,438.50d). Estimated Direct Cost (EDC) = a + b + c533,766.50e). Indirect Cost / Mark-up1. OCM48,038.992. Profit42,701.323. VAT64,051.98Total of e).154,792.29f). Total Cost = d + e688,558.79(687,981.62)g). Unit Cost0.0200.4010,018.40Authorized Signature

1.2.2BUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.2B0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount12mm dia Deformed Steel Bars1,553.64kgs50.0077,682.0016mm dia Deformed Steel Bars7,742.15kgs50.00387,107.50#16 G.I tie wire120.52kgs60.007,231.20a). Total Materials472,020.70EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountBar Cutter1.0029.05480.0013,944.000.0b). Total for Equipment13,944.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.0043.58650.0028,327.00Foreman1.0058.10550.0031,955.00Steelman1.0058.10350.0020,335.00Laborers2.0058.10250.0029,050.00c). Total for Labor109,667.00d). Estimated Direct Cost (EDC) = a + b + c595,631.70e). Indirect Cost / Mark-up1. OCM53,606.852. Profit47,650.543. VAT71,475.80Total of e).172,733.19f). Total Cost = d + e768,364.89(767,787.72)g). Unit Cost0.0200.4082.66Authorized Signature

1.2.2CUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.2C0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount10mm thk Marine Plywood8.00shts715.005,720.002x3 Coco Lumber337.00bdft20.006,740.00ACW Nails4.00kgs60.00240.00a). Total Materials12,700.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.003.65650.002,372.50Foreman1.004.87550.002,678.50Carpenter1.004.87350.001,704.50Laborers2.004.87250.002,435.00c). Total for Labor9,190.50d). Estimated Direct Cost (EDC) = a + b + c21,890.50e). Indirect Cost / Mark-up1. OCM1,970.152. Profit1,751.243. VAT2,626.86Total of e).6,348.25f). Total Cost = d + e28,238.75(27,661.58)g). Unit Cost0.0200.401,294.62Authorized Signature

1.2.3AUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.3A0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountCement19.00bags260.004,940.00Sand1.54cum1,100.001,694.00a). Total Materials6,634.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.0014.45650.009,392.50Foreman1.0019.27550.0010,598.50Masons1.0019.27350.006,744.50Laborers2.0019.27250.009,635.00c). Total for Labor36,370.50d). Estimated Direct Cost (EDC) = a + b + c43,004.50e). Indirect Cost / Mark-up1. OCM3,870.412. Profit3,440.363. VAT5,160.54Total of e).12,471.31f). Total Cost = d + e55,475.81(54,898.64)g). Unit Cost0.0200.40575.71Authorized Signature

1.2.3BUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.3B0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountPermacoat Flat Latex5.51gals500.002,755.00Permacoat Semi Gloss Latex5.51gals600.003,306.00Concrete Neutralizer2.75gals350.00962.50Paint Roller 12"2.00pcs80.00160.00a). Total Materials7,183.50EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.0013.55650.008,807.50Foreman1.0018.07550.009,938.50Painter1.0018.07350.006,324.50Laborers2.0018.07250.009,035.00c). Total for Labor34,105.50d). Estimated Direct Cost (EDC) = a + b + c41,289.00e). Indirect Cost / Mark-up1. OCM3,716.012. Profit3,303.123. VAT4,954.68Total of e).11,973.81f). Total Cost = d + e53,262.81(52,685.64)g). Unit Cost0.0200.40552.70Authorized Signature

1.2.3CUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.3C0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountElastomeric Water Proofing14.26gals650.009,269.00Paint Roller 12"2.00pcs80.00160.00a). Total Materials9,429.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.0015.04650.009,776.00Foreman1.0020.05550.0011,027.50Painter1.0020.05350.007,017.50Laborers2.0020.05250.0010,025.00c). Total for Labor37,846.00d). Estimated Direct Cost (EDC) = a + b + c47,275.00e). Indirect Cost / Mark-up1. OCM4,254.752. Profit3,782.003. VAT5,673.00Total of e).13,709.75f). Total Cost = d + e60,984.75(60,407.58)g). Unit Cost0.0200.40285.15Authorized Signature

1.2.3DUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.3D0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountEpoxy Lining12.23gals775.009,478.25Paint Roller 12"2.00pcs300.00600.00a). Total Materials10,078.25EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.0012.90650.008,385.00Foreman1.0017.20550.009,460.00Painter1.0017.20350.006,020.00Laborers2.0017.20250.008,600.00c). Total for Labor32,465.00d). Estimated Direct Cost (EDC) = a + b + c42,543.25e). Indirect Cost / Mark-up1. OCM3,828.892. Profit3,403.463. VAT5,105.19Total of e).12,337.54f). Total Cost = d + e54,880.79(54,303.62)g). Unit Cost0.0200.40299.12Authorized Signature

1.2.4AUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.4A0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100 mm dia. G.I. ST. Elbow 90 Deg.4.00pcs67.50270.00100 mm dia. C.I. Gate Valve,Mech.2.00pcs10,935.0021,870.00100 mm dia. G.I Pipe1.00length4,325.004,325.00100 mm dia G.I. union3.00pcs2,091.306,273.90100mm dia G.I. Coupling2.00pcs460.90921.80100 mm dia uPVC male adaptor1.00pc1,100.001,100.00a). Total Materials34,760.70EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.000.75650.00487.50Foreman1.001.00550.00550.00Pipefitter1.001.00350.00350.00Laborer4.001.00250.001,000.00c). Total for Labor2,387.50d). Estimated Direct Cost (EDC) = a + b + c37,148.20e). Indirect Cost / Mark-up1. OCM3,343.342. Profit2,971.863. VAT4,457.78Total of e).10,772.98f). Total Cost = d + e47,921.18(47,344.01)g). Unit Cost0.0200.4047,921.18Authorized Signature

1.2.4BUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.4B0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount20mm dia. Round Bar Stainless Steel4.00lengths1,975.007,900.00Stainless Welding Rod1.00kg463.50463.50a). Total Materials8,363.50EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountPortable Welding Machine1.001.001,600.001,600.000.0b). Total for Equipment1,600.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.001.00650.00650.00Foreman1.001.00550.00550.00Welder1.001.00350.00350.00Laborer1.001.00250.00250.00c). Total for Labor1,800.00d). Estimated Direct Cost (EDC) = a + b + c11,763.50e). Indirect Cost / Mark-up1. OCM1,058.722. Profit941.083. VAT1,411.62Total of e).3,411.42f). Total Cost = d + e15,174.92(14,597.75)g). Unit Cost0.0200.4015,174.92Authorized Signature

1.2.4CUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.4C0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount6mm thk 1000mm x 1000mm Galvanized1.00set3,750.003,750.00Chekered Steel Plate with Hinges0.0Padlock1.00pc539.50539.50a). Total Materials4,289.50EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountPortable Welding Machine1.000.501,600.00800.000.0b). Total for Equipment800.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.000.38650.00247.00Foreman1.000.50550.00275.00Welder1.000.50350.00175.00Laborer1.000.50250.00125.00c). Total for Labor822.00d). Estimated Direct Cost (EDC) = a + b + c5,911.50e). Indirect Cost / Mark-up1. OCM532.042. Profit472.923. VAT709.38Total of e).1,714.34f). Total Cost = d + e7,625.84(7,048.67)g). Unit Cost0.0200.407,625.84Authorized Signature

1.2.4DUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.4D0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100mm GI Elbow 90 deg3.00pcs675.002,025.00100mm GI Pipe1.00length4,325.004,325.00Welding Rod0.13kg95.0012.35100 mm dia.G.I. End Cap1.00pc375.00375.00a). Total Materials6,737.35EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountPortable Welding Machine1.000.501,600.00800.000.0b). Total for Equipment800.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.000.38650.00247.00Foreman1.000.50550.00275.00Welder1.000.50350.00175.00Laborer1.000.50250.00125.00c). Total for Labor822.00d). Estimated Direct Cost (EDC) = a + b + c8,359.35e). Indirect Cost / Mark-up1. OCM752.342. Profit668.753. VAT1,003.12Total of e).2,424.21f). Total Cost = d + e10,783.56(10,206.39)g). Unit Cost0.0200.4010,782.96Authorized Signature

1.2.4EUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.4E0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount50mm dia.Brass Gate Valve1.00pc970.00970.0050mm GI Elbow 90 deg2.00pcs95.00190.00Stainless Steel Offset Clip6.00pcs120.00720.006mm thk x 75mm dia Collar Plate2.00pcs255.00510.0050mm dia Transparent PVC Pipe1.00length1,320.001,320.0050mm dia x 0.50mm GI Nipple2.00pcs40.0080.00a). Total Materials3,790.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.000.50650.00325.00Foreman1.000.50550.00275.00Pipefitter1.000.50350.00175.00Laborer1.000.50250.00125.00c). Total for Labor900.00d). Estimated Direct Cost (EDC) = a + b + c4,690.00e). Indirect Cost / Mark-up1. OCM422.102. Profit375.203. VAT562.80Total of e).1,360.10f). Total Cost = d + e6,050.10(5,472.93)g). Unit Cost0.0200.406,050.10Authorized Signature

1.2.4FUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.4F0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100 mm dia GI Tee Equal2.00pcs1,006.502,013.00100 mm dia x 0.3m GI Nipple1.00pc216.25216.25100 mm dia CI flange1.00pc1,067.001,067.00100 mm dia PVC flange Adaptor1.00pc1,100.001,100.00100mm dia x 0.3 m GI Nipple1.00pc216.25216.25100 mm dia Gate Valve1.00pc10,935.0010,935.00100 mm dia x 0.15 m GI Nipple2.00pcs108.13216.26100mm dia GI Union1.00pc2,091.302,091.30a). Total Materials17,855.06EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.000.50650.00325.00Foreman1.000.50550.00275.00Pipefitter1.000.50350.00175.00Laborer2.000.50250.00250.00c). Total for Labor1,025.00d). Estimated Direct Cost (EDC) = a + b + c18,880.06e). Indirect Cost / Mark-up1. OCM1,699.212. Profit1,510.403. VAT2,265.61Total of e).5,475.22f). Total Cost = d + e24,355.28(23,778.11)g). Unit Cost0.0200.4024,355.26Authorized Signature

1.2.4GUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.4G0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount50mm dia.x 0.3m GI Pipe Nipple1.00pc40.0040.0050 mm dia. ST G.I. Elbow 90 Deg.1.00pc167.00167.0050 mm dia. G.I. Elbow 90 Deg.1.00pc95.0095.00a). Total Materials302.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.000.38650.00247.00Foreman1.000.50550.00275.00Welder1.000.50350.00175.00Laborers2.000.50250.00250.00c). Total for Labor947.00d). Estimated Direct Cost (EDC) = a + b + c1,249.00e). Indirect Cost / Mark-up1. OCM112.412. Profit99.923. VAT149.88Total of e).362.21f). Total Cost = d + e1,611.21(1,034.04)g). Unit Cost0.0200.401,611.21Authorized Signature

1.2.4HUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM0.0Name of Item:0.0sub item1.2.4H0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountChlorine Granules0.05kg200.0010.00Cleaning Materials1.00unit130.00130.00a). Total Materials140.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountWater Pump1.000.256,000.001,500.000.0b). Total for Equipment1,500.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.000.19650.00123.50Foreman1.000.25550.00137.50Laborers2.000.25250.00125.00c). Total for Labor386.00d). Estimated Direct Cost (EDC) = a + b + c2,026.00e). Indirect Cost / Mark-up1. OCM182.342. Profit162.083. VAT243.12Total of e).587.54f). Total Cost = d + e2,613.54(2,036.37)g). Unit Cost0.0200.402,611.45Authorized Signature

Sheet3

2.1AUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmounta). Total Materials0.0EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountExcavator w/ breaker1.007.2316,000.00115,680.000.0b). Total for Equipment115,680.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.005.42650.003,523.00Foreman1.007.23550.003,976.50Laborer2.007.23250.003,615.00c). Total for Labor11,114.50d). Estimated Direct Cost (EDC) = a + b + c126,794.50e). Indirect Cost / Mark-up1. OCM11,411.512. Profit10,143.563. VAT15,215.34Total of e).36,770.41f). Total Cost = d + e163,564.91(162,987.74)g). Unit Cost0.0200.40396.68Authorized Signature

2.1BUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountSand52.92cum1,100.0058,212.00a). Total Materials58,212.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountService Vehicle (elf)1.001.065,500.005,830.000.0b). Total for Equipment5,830.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.000.80650.00520.00Foreman1.001.06550.00583.00Laborers5.001.06250.001,325.00c). Total for Labor2,428.00d). Estimated Direct Cost (EDC) = a + b + c66,470.00e). Indirect Cost / Mark-up1. OCM5,982.302. Profit5,317.603. VAT7,976.40Total of e).19,276.30f). Total Cost = d + e85,746.30(85,169.13)g). Unit Cost0.0200.401,620.22Authorized Signature

2.1CUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2.00Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100 mm dia. (4") uPVC Pipe C-150123.00lengths2,917.20358,815.60freigth and hauling0.0828,705.25Pipe Lubricant6.15kgs35.00215.25a). Total Materials387,736.10EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountService Vehicle (elf)1.006.155,500.0033,825.000.0b). Total for Equipment33,825.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.004.61650.002,996.50Foreman1.006.15550.003,382.50Pipefitter1.006.15350.002,152.50Laborers4.006.15250.006,150.00c). Total for Labor14,681.50d). Estimated Direct Cost (EDC) = a + b + c436,242.60e). Indirect Cost / Mark-up1. OCM39,261.832. Profit34,899.413. VAT52,349.11Total of e).126,510.35f). Total Cost = d + e562,752.95(562,175.78)g). Unit Cost0.0200.40765.65Authorized Signature

2.1DUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmounta). Total Materials0.0EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.00.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.003.43650.002,229.50Foreman1.004.57550.002,513.50Laborers4.004.57250.004,570.000.0c). Total for Labor9,313.00d). Estimated Direct Cost (EDC) = a + b + c9,313.00e). Indirect Cost / Mark-up1. OCM838.172. Profit745.043. VAT1,117.56Total of e).2,700.77f). Total Cost = d + e12,013.77(11,436.60)g). Unit Cost0.0200.4048.71Authorized Signature

2.1EUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountChlorine granules0.65kg200.00130.00a). Total Materials130.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountHydro Testing Machine1.002.452,000.004,900.00Water Pump1.002.456,000.0014,700.000.0b). Total for Equipment19,600.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.001.84650.001,196.00Foreman1.002.45550.001,347.50Pipefitter1.002.45350.00857.50Laborers4.002.45250.002,450.00c). Total for Labor5,851.00d). Estimated Direct Cost (EDC) = a + b + c25,581.00e). Indirect Cost / Mark-up1. OCM2,302.292. Profit2,046.483. VAT3,069.72Total of e).7,418.49f). Total Cost = d + e32,999.49(32,422.32)g). Unit Cost0.0200.4044.89Authorized Signature


2.2BUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountSand255.05cum1,100.00280,555.00a). Total Materials280,555.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountService Vehicle (elf)1.005.105,500.0028,050.000.0b). Total for Equipment28,050.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.003.83650.002,489.50Foreman1.005.10550.002,805.00Laborers5.005.10250.006,375.00c). Total for Labor11,669.50d). Estimated Direct Cost (EDC) = a + b + c320,274.50e). Indirect Cost / Mark-up1. OCM28,824.712. Profit25,621.963. VAT38,432.94Total of e).92,879.61f). Total Cost = d + e413,154.11(412,576.94)g). Unit Cost0.0200.401,619.88Authorized Signature

2.2CUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100 mm dia. (4") uPVC Pipe C-100591.00lengths2,472.601,461,306.60freigth and hauling0.08116,904.53Pipe Lubricant29.55kgs35.001,034.25a). Total Materials1,579,245.38EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountService Vehicle (elf)1.0029.555,500.00162,525.000.0b). Total for Equipment162,525.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.0022.16650.0014,404.00Foreman1.0029.55550.0016,252.50Pipefitter1.0029.55350.0010,342.50Laborers4.0029.55250.0029,550.00c). Total for Labor70,549.00d). Estimated Direct Cost (EDC) = a + b + c1,812,319.38e). Indirect Cost / Mark-up1. OCM163,108.742. Profit144,985.553. VAT217,478.33Total of e).525,572.62f). Total Cost = d + e2,337,892.00(2,337,314.83)g). Unit Cost0.0200.40659.98Authorized Signature

2.2DUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmounta). Total Materials0.0EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.00.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.0016.51650.0010,731.50Foreman1.0022.01550.0012,105.50Laborers4.0022.01250.0022,010.000.0c). Total for Labor44,847.00d). Estimated Direct Cost (EDC) = a + b + c44,847.00e). Indirect Cost / Mark-up1. OCM4,036.232. Profit3,587.763. VAT5,381.64Total of e).13,005.63f). Total Cost = d + e57,852.63(57,275.46)g). Unit Cost0.0200.4048.68Authorized Signature

2.2EUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountChlorine granules1.39kg200.00278.00a). Total Materials278.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountHydro Testing Machine1.0011.812,000.0023,620.00Water Pump1.0011.816,000.0070,860.000.0b). Total for Equipment94,480.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.008.86650.005,759.00Foreman1.0011.81550.006,495.50Pipefitter1.0011.81350.004,133.50Laborers4.0011.81250.0011,810.00c). Total for Labor28,198.00d). Estimated Direct Cost (EDC) = a + b + c122,956.00e). Indirect Cost / Mark-up1. OCM11,066.042. Profit9,836.483. VAT14,754.72Total of e).35,657.24f). Total Cost = d + e158,613.24(158,036.07)g). Unit Cost0.0200.4044.78Authorized Signature


2.3BUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item2.3B0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountSand70.95cum1,100.0078,045.00a). Total Materials78,045.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountService Vehicle (elf)1.001.425,500.007,810.000.0b). Total for Equipment7,810.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.001.07650.00695.50Foreman1.001.42550.00781.00Laborers5.001.42250.001,775.00c). Total for Labor3,251.50d). Estimated Direct Cost (EDC) = a + b + c89,106.50e). Indirect Cost / Mark-up1. OCM8,019.592. Profit7,128.523. VAT10,692.78Total of e).25,840.89f). Total Cost = d + e114,947.39(114,370.22)g). Unit Cost0.0200.401,620.06Authorized Signature

2.3CUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount75 mm dia. (3") uPVC Pipe C-100321.00lengths1,645.80528,301.80freigth and hauling0.0842,264.14Pipe Lubricant16.05kgs35.00561.75a). Total Materials571,127.69EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountService Vehicle (elf)1.0016.055,500.0088,275.000.0b). Total for Equipment88,275.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.0012.04650.007,826.00Foreman1.0016.05550.008,827.50Pipefitter1.0016.05350.005,617.50Laborers4.0016.05250.0016,050.00c). Total for Labor38,321.00d). Estimated Direct Cost (EDC) = a + b + c697,723.69e). Indirect Cost / Mark-up1. OCM62,795.132. Profit55,817.903. VAT83,726.84Total of e).202,339.87f). Total Cost = d + e900,063.56(899,486.39)g). Unit Cost0.0200.40467.86Authorized Signature

2.3DUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2.00Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmounta). Total Materials0.0EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.00.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.004.89650.003,178.50Foreman1.006.52550.003,586.00Laborers4.006.52250.006,520.000.0c). Total for Labor13,284.50d). Estimated Direct Cost (EDC) = a + b + c13,284.50e). Indirect Cost / Mark-up1. OCM1,195.612. Profit1,062.763. VAT1,594.14Total of e).3,852.51f). Total Cost = d + e17,137.01(16,559.84)g). Unit Cost0.0200.4048.68Authorized Signature

2.3EUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item2.3E0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountChlorine granules0.42kg200.0084.00a). Total Materials84.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountHydro Testing Machine1.006.412,000.0012,820.00Water Pump1.006.416,000.0038,460.000.0b). Total for Equipment51,280.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.004.81650.003,126.50Foreman1.006.41550.003,525.50Pipefitter1.006.41350.002,243.50Laborers4.006.41250.006,410.00c). Total for Labor15,305.50d). Estimated Direct Cost (EDC) = a + b + c66,669.50e). Indirect Cost / Mark-up1. OCM6,000.262. Profit5,333.563. VAT8,000.34Total of e).19,334.16f). Total Cost = d + e86,003.66(85,426.49)g). Unit Cost0.0200.4044.71Authorized Signature


2.4BUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountSand0.0cum1,100.000.0a). Total Materials0.0EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountService Vehicle (elf)1.002.515,500.0013,805.000.0b). Total for Equipment13,805.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.001.88650.001,222.00Foreman1.002.51550.001,380.50Laborers5.002.51250.003,137.50c). Total for Labor5,740.00d). Estimated Direct Cost (EDC) = a + b + c0.0e). Indirect Cost / Mark-up1. OCM0.02. Profit0.03. VAT0.0Total of e).0.0f). Total Cost = d + e0.00.0g). Unit Cost0.0200.401,620.14Authorized Signature

2.4CUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount50 mm dia. (2") uPVC Pipe C-100593.00lengths798.72473,640.96freigth and hauling0.0837,891.28Pipe Lubricant29.65kgs35.001,037.75a). Total Materials512,569.99EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountService Vehicle (elf)1.0029.655,500.00163,075.000.0b). Total for Equipment163,075.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.0022.24650.0014,456.00Foreman1.0029.65550.0016,307.50Pipefitter1.0029.65350.0010,377.50Laborers4.0029.65250.0029,650.00c). Total for Labor70,791.00d). Estimated Direct Cost (EDC) = a + b + c746,435.99e). Indirect Cost / Mark-up1. OCM67,179.242. Profit59,714.883. VAT89,572.32Total of e).216,466.44f). Total Cost = d + e962,902.43(962,325.26)g). Unit Cost0.0200.40270.84Authorized Signature

2.4DUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmounta). Total Materials0.0EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.00.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.009.44650.006,136.00Foreman1.0012.58550.006,919.00Laborers4.0012.58250.0012,580.000.0c). Total for Labor25,635.00d). Estimated Direct Cost (EDC) = a + b + c25,635.00e). Indirect Cost / Mark-up1. OCM2,307.152. Profit2,050.803. VAT3,076.20Total of e).7,434.15f). Total Cost = d + e33,069.15(32,491.98)g). Unit Cost0.0200.4048.67Authorized Signature

2.4EUNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM2Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountChlorine granules0.35kg200.0070.00a). Total Materials70.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountHydro Testing Machine1.0011.852,000.0023,700.00Water Pump1.0011.856,000.0071,100.000.0b). Total for Equipment94,800.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountProject Engineer1.008.89650.005,778.50Foreman1.0011.85550.006,517.50Pipefitter1.0011.85350.004,147.50Laborers4.0011.85250.0011,850.00c). Total for Labor28,293.50d). Estimated Direct Cost (EDC) = a + b + c123,163.50e). Indirect Cost / Mark-up1. OCM11,084.722. Profit9,853.083. VAT14,779.62Total of e).35,717.42f). Total Cost = d + e158,880.92(158,303.75)g). Unit Cost0.0200.4044.69Authorized Signature

Sheet39

3.1UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3Name of Item:0.0sub item0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100 mm uPVC Equal Tee1.00unit838.20838.20100 mm dia Sleeve Type Coupling (GI-PVC)3.00pcs2,721.608,164.80100mm dia Gate Valve2.00lm10,935.0021,870.00 150mm. C.I. Valve Cover1.00pc2,772.002,772.00 150 mm uPVC Pipe1.00length5,254.085,254.08cement0.33bag260.0085.80sand0.17cu.m.1,100.00187.00gravel0.33cu.m.1,100.00363.00a). Total Materials39,534.88EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.000.75650.00487.50Foreman1.001.00550.00550.00Pipe Fitter2.001.00350.00700.00laborer4.001.00250.001,000.00c). Total for Labor2,737.50d). Estimated Direct Cost (EDC) = a + b + c42,272.38e). Indirect Cost / Mark-up1. OCM3,804.512. Profit3,381.793. VAT5,072.69Total of e).12,258.99f). Total Cost = d + e54,531.37(53,954.20)g). Unit Cost0.0200.4054,532.49Authorized Signature

3.2UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3Name of Item:0.0sub item0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100 x 50 mm uPVC Reducing Tee5.00pcs984.004,920.00100 mm dia Sleeve Type Coupling (GI-PVC)10.00pcs2,721.6027,216.0050 mm dia Sleeve Type Coupling (GI-PVC)5.00pcs1,556.807,784.00100mm dia Gate Valve5.00pcs10,935.0054,675.0050mm dia Gate Valve5.00pcs6,300.0031,500.00 150mm. C.I. Valve Cover5.00pcs2,772.0013,860.00 150 mm uPVC Pipe5.00lengths5,254.0826,270.40cement1.67bag260.00434.20sand0.85cu.m.1,100.00935.00gravel1.65cu.m.1,100.001,815.00a). Total Materials169,409.60EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.004.50650.002,925.00Foreman1.006.00550.003,300.00Pipe Fitter2.006.00350.004,200.00laborer4.006.00250.006,000.00c). Total for Labor16,425.00d). Estimated Direct Cost (EDC) = a + b + c185,834.60e). Indirect Cost / Mark-up1. OCM16,725.112. Profit14,866.773. VAT22,300.15Total of e).53,892.03f). Total Cost = d + e239,726.63(239,149.46)g). Unit Cost0.0200.4047,945.10Authorized Signature

3.3UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3Name of Item:0.0sub item0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount75 x 50 mm uPVC Cross Reducer2.00pcs870.001,740.0075 mm dia Sleeve Type Coupling (GI-PVC)4.00pcs2,044.008,176.0050 mm dia Sleeve Type Coupling (GI-PVC)4.00pcs1,556.806,227.2075mm dia Gate Valve2.00pcs8,680.0017,360.0050mm dia Gate Valve4.00pcs6,300.0025,200.00 150mm. C.I. Valve Cover2.00pcs2,772.005,544.00 150 mm uPVC Pipe2.00lengths5,254.0810,508.16cement0.67bag260.00174.20sand0.34cu.m.1,100.00374.00gravel0.66cu.m.1,100.00726.00a). Total Materials76,029.56EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.001.50650.00975.00Foreman1.002.00550.001,100.00Pipe Fitter2.002.00350.001,400.00laborer4.002.00250.002,000.00c). Total for Labor5,475.00d). Estimated Direct Cost (EDC) = a + b + c81,504.56e). Indirect Cost / Mark-up1. OCM7,335.412. Profit6,520.363. VAT9,780.55Total of e).23,636.32f). Total Cost = d + e105,140.88(104,563.71)g). Unit Cost0.0200.4052,569.88Authorized Signature

3.4UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3.00Name of Item:0.0sub item0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount50 mm uPVC Equal Tee6.00pcs360.002,160.0050 mm dia Sleeve Type Coupling (GI-PVC)18.00pcs1,556.8028,022.4050mm dia Gate Valve12.00pcs6,300.0075,600.00 150mm. C.I. Valve Cover6.00pcs2,772.0016,632.00 150 mm uPVC Pipe6.00lengths5,254.0831,524.48cement2.00bags260.00520.00sand1.02cu.m.1,100.001,122.00gravel1.98cu.m.1,100.002,178.000.00.0a). Total Materials157,758.88EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.004.50650.002,925.00Foreman1.006.00550.003,300.00Pipe Fitter2.006.00350.004,200.00laborer4.006.00250.006,000.00c). Total for Labor16,425.00d). Estimated Direct Cost (EDC) = a + b + c174,183.88e). Indirect Cost / Mark-up1. OCM15,676.552. Profit13,934.713. VAT20,902.07Total of e).50,513.33f). Total Cost = d + e224,697.21(224,120.04)g). Unit Cost0.0200.4037,449.54Authorized Signature

3.5UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3Name of Item:0.0sub item3.500.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100 x75 mm uPVC Reducing Tee2.00pcs432.00864.0075 x 50 mm Socket Reducer2.00pcs432.00864.00100 mm dia Sleeve Type Coupling (GI-PVC)4.00pcs2,721.6010,886.4075 mm dia Sleeve Type Coupling (GI-PVC)2.00pcs2,044.004,088.0050 mm dia Sleeve Type Coupling (GI-PVC)2.00pcs1,556.803,113.60100mm dia Gate Valve2.00pcs10,935.0021,870.0075mm dia Gate Valve2.00pcs8,680.0017,360.0050mm dia Gate Valve2.00pcs6,300.0012,600.00 150mm. C.I. Valve Cover2.00pcs2,772.005,544.00 150 mm uPVC Pipe2.00lengths5,254.0810,508.16cement0.67bag260.00174.20sand0.34cu.m.1,100.00374.00gravel0.66cu.m.1,100.00726.00a). Total Materials88,972.36EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.000.75650.00487.50Foreman1.001.00550.00550.00Pipe Fitter2.001.00350.00700.00laborer4.001.00250.001,000.00c). Total for Labor2,737.50d). Estimated Direct Cost (EDC) = a + b + c91,709.86e). Indirect Cost / Mark-up1. OCM8,253.892. Profit7,336.793. VAT11,005.18Total of e).26,595.86f). Total Cost = d + e118,305.72(117,728.55)g). Unit Cost0.0200.4059,152.30Authorized Signature

3.6UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3Name of Item:0.0sub item0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100 x 75 mm uPVC Cross Reducer1.00pc1,356.001,356.00100 mm dia Sleeve Type Coupling (GI-PVC)2.00pcs2,721.605,443.2075 mm dia Sleeve Type Coupling (GI-PVC)2.00pcs2,044.004,088.00100mm dia Gate Valve1.00pc10,935.0010,935.0075mm dia Gate Valve2.00pcs8,680.0017,360.00 150mm. C.I. Valve Cover1.00pcs2,772.002,772.00 150 mm uPVC Pipe1.00length5,254.085,254.08cement0.33bag260.0085.80sand0.17cu.m.1,100.00187.00gravel0.33cu.m.1,100.00363.000.00.00.0a). Total Materials47,844.08EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.000.75650.00487.50Foreman1.001.00550.00550.00Pipe Fitter2.001.00350.00700.00laborer4.001.00250.001,000.00c). Total for Labor2,737.50d). Estimated Direct Cost (EDC) = a + b + c50,581.58e). Indirect Cost / Mark-up1. OCM4,552.342. Profit4,046.533. VAT6,069.79Total of e).14,668.66f). Total Cost = d + e65,250.24(64,673.07)g). Unit Cost0.0200.4065,251.36Authorized Signature

3.7UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3Name of Item:0.0sub item0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100 mm uPVC Equal Cross1.00pc1,392.001,392.00100 x 75mm socket reducer1.00pc432.00432.00100 mm dia Sleeve Type Coupling (GI-PVC)2.00pcs2,721.605,443.2075 mm dia Sleeve Type Coupling (GI-PVC)1.00pc2,044.002,044.00100mm dia Gate Valve1.00pc10,935.0010,935.0075 mm dia Gate Valve1.00pc8,680.008,680.00 150mm. C.I. Valve Cover1.00pc2,772.002,772.00 150 mm uPVC Pipe1.00length5,254.085,254.08cement0.33bag260.0085.80sand0.17cu.m.1,100.00187.00gravel0.33cu.m.1,100.00363.000.00.0a). Total Materials37,588.08EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.000.75650.00487.50Foreman1.001.00550.00550.00Pipe Fitter2.001.00350.00700.00laborer4.001.00250.001,000.00c). Total for Labor2,737.50d). Estimated Direct Cost (EDC) = a + b + c40,325.58e). Indirect Cost / Mark-up1. OCM3,629.302. Profit3,226.053. VAT4,839.07Total of e).11,694.42f). Total Cost = d + e52,020.00(51,442.83)g). Unit Cost0.0200.4052,021.12Authorized Signature

3.8UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3Name of Item:0.0sub item0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount75 mm uPVC Equal Tee2.00pcs480.00960.0075 mm dia Sleeve Type Coupling (GI-PVC)6.00pcs2,044.0012,264.0075mm dia Gate Valve4.00pcs8,680.0034,720.00 150mm. C.I. Valve Cover2.00pcs2,772.005,544.00 150 mm uPVC Pipe2.00lengths5,254.0810,508.16cement0.67bag260.00174.20sand0.34cu.m.1,100.00374.00gravel0.66cu.m.1,100.00726.000.00.00.00.00.0a). Total Materials65,270.36EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.001.50650.00975.00Foreman1.002.00550.001,100.00Pipe Fitter2.002.00350.001,400.00laborer4.002.00250.002,000.00c). Total for Labor5,475.00d). Estimated Direct Cost (EDC) = a + b + c70,745.36e). Indirect Cost / Mark-up1. OCM6,367.082. Profit5,659.633. VAT8,489.44Total of e).20,516.15f). Total Cost = d + e91,261.51(90,684.34)g). Unit Cost0.0200.4045,630.20Authorized Signature

3.9UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3Name of Item:0.0sub item0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount75 mm uPVC Equal Cross1.00pc996.00996.0075 x 50mm Socket Reducer1.00pc432.00432.0075 mm dia Sleeve Type Coupling (GI-PVC)3.00pcs2,044.006,132.0050 mm dia Sleeve Type Coupling (GI-PVC)1.00pc1,556.801,556.8075mm dia Gate Valve2.00pcs8,680.0017,360.0050mm dia Gate Valve1.00pc6,300.006,300.00 150mm. C.I. Valve Cover1.00pc2,772.002,772.00 150 mm uPVC Pipe1.00length5,254.085,254.08cement0.33bag260.0085.80sand0.17cu.m.1,100.00187.00gravel0.33cu.m.1,100.00363.000.00.0a). Total Materials41,438.68EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.000.75650.00487.50Foreman1.001.00550.00550.00Pipe Fitter2.001.00350.00700.00laborer4.001.00250.001,000.00c). Total for Labor2,737.50d). Estimated Direct Cost (EDC) = a + b + c44,176.18e). Indirect Cost / Mark-up1. OCM3,975.862. Profit3,534.093. VAT5,301.14Total of e).12,811.09f). Total Cost = d + e56,987.27(56,410.10)g). Unit Cost0.0200.4056,988.39Authorized Signature

3.10UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3Name of Item:0.0sub item3.100.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount50 mm uPVC Equal Cross2.00pcs360.00720.0050 mm dia Sleeve Type Coupling (GI-PVC)8.00pcs1,556.8012,454.4050mm dia Gate Valve6.00pcs6,300.0037,800.00 150mm. C.I. Valve Cover2.00pcs2,772.005,544.00 150 mm uPVC Pipe2.00lengths5,254.0810,508.16cement0.67bag260.00174.20sand0.34cu.m.1,100.00374.00gravel0.66cu.m.1,100.00726.000.00.00.00.00.0a). Total Materials68,300.76EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.000.75650.00487.50Foreman1.001.00550.00550.00Pipe Fitter2.001.00350.00700.00laborer4.001.00250.001,000.00c). Total for Labor2,737.50d). Estimated Direct Cost (EDC) = a + b + c71,038.26e). Indirect Cost / Mark-up1. OCM6,393.442. Profit5,683.063. VAT8,524.59Total of e).20,601.09f). Total Cost = d + e91,639.35(91,062.18)g). Unit Cost0.0200.4045,819.12Authorized Signature

3.11UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3Name of Item:0.0sub item0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount75 x 50 mm uPVC Tee Reducer5.00pcs630.003,150.0075 mm dia Sleeve Type Coupling (GI-PVC)10.00pcs2,044.0020,440.0050 mm dia Sleeve Type Coupling (GI-PVC)5.00pcs1,556.807,784.0075mm dia Gate Valve5.00pcs8,680.0043,400.0050mm dia Gate Valve5.00pcs6,300.0031,500.00 150mm. C.I. Valve Cover5.00pcs2,772.0013,860.00 150 mm uPVC Pipe5.00lengths5,254.0826,270.40cement1.67bag260.00434.20sand0.85cu.m.1,100.00935.00gravel1.65cu.m.1,100.001,815.000.00.00.0a). Total Materials149,588.60EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.004.50650.002,925.00Foreman1.006.00550.003,300.00Pipe Fitter2.006.00350.004,200.00laborer4.006.00250.006,000.00c). Total for Labor16,425.00d). Estimated Direct Cost (EDC) = a + b + c166,013.60e). Indirect Cost / Mark-up1. OCM14,941.222. Profit13,281.093. VAT19,921.63Total of e).48,143.94f). Total Cost = d + e214,157.54(213,580.37)g). Unit Cost0.0200.4042,831.29Authorized Signature

3.12UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3Name of Item:0.0sub item0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount75 mm uPVC Equal tee1.00pc756.00756.0075 x 50 mm Socket Reducer1.00pc432.00432.0075 mm dia Sleeve Type Coupling (GI-PVC)2.00pcs2,044.004,088.0050 mm dia Sleeve Type Coupling (GI-PVC)1.00pc1,556.801,556.8075mm dia Gate Valve1.00pc8,680.008,680.0050mm dia Gate Valve1.00pc6,300.006,300.00 150mm. C.I. Valve Cover1.00pc2,772.002,772.00 150 mm uPVC Pipe1.00length5,254.085,254.08cement0.33bag260.0085.80sand0.17cu.m.1,100.00187.00gravel0.33cu.m.1,100.00363.000.00.0a). Total Materials30,474.68EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.000.75650.00487.50Foreman1.001.00550.00550.00Pipe Fitter2.001.00350.00700.00laborer4.001.00250.001,000.00c). Total for Labor2,737.50d). Estimated Direct Cost (EDC) = a + b + c33,212.18e). Indirect Cost / Mark-up1. OCM2,989.102. Profit2,656.973. VAT3,985.46Total of e).9,631.53f). Total Cost = d + e42,843.71(42,266.54)g). Unit Cost0.0200.4042,844.83Authorized Signature

3.13UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM3Name of Item:0.0sub item0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100 x 75 mm uPVC Tee Reducer1.00pc1,056.001,056.00100 mm dia Sleeve Type Coupling (GI-PVC)1.00pc2,721.602,721.6075 mm dia Sleeve Type Coupling (GI-PVC)1.00pc2,044.002,044.00100mm dia Gate Valve1.00pc10,935.0010,935.0075mm dia Gate Valve1.00pc8,680.008,680.00 150mm. C.I. Valve Cover1.00pc2,772.002,772.00 150 mm uPVC Pipe1.00length5,254.085,254.08cement0.33bag260.0085.80sand0.17cu.m.1,100.00187.00gravel0.33cu.m.1,100.00363.000.00.00.0a). Total Materials34,098.48EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.000.75650.00487.50Foreman1.001.00550.00550.00Pipe Fitter2.001.00350.00700.00laborer4.001.00250.001,000.00c). Total for Labor2,737.50d). Estimated Direct Cost (EDC) = a + b + c36,835.98e). Indirect Cost / Mark-up1. OCM3,315.242. Profit2,946.883. VAT4,420.32Total of e).10,682.44f). Total Cost = d + e47,518.42(46,941.25)g). Unit Cost0.0200.4047,519.54Authorized Signature

4UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM4Name of Item:0.0sub item0.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100mm G.I. Pipe6.00lengths4,325.0025,950.00100mm X 45 fabricated bend6.00pcs1,688.0010,128.00100mm C.I. sleeve type coupling (G.I.-PVC)2.00pcs2,721.605,443.20100mm France Coupling5.00pcs419.002,095.0025mm x 6mm flat bar8.00lengths490.003,920.00L25mm x 25mmx6mm8.00lengths987.007,896.00welding rod4.38kgs95.00416.1012mm Stl Bolt40.00pcs12.00480.000.00.00.00.00.0a). Total Materials56,328.30EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountportable welding machine1.000.501,600.00800.000.0b). Total for Equipment800.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountForeman1.000.50550.00275.00welder1.001.00350.00350.00laborer1.001.00250.00250.00c). Total for Labor875.00d). Estimated Direct Cost (EDC) = a + b + c58,003.30e). Indirect Cost / Mark-up1. OCM5,220.302. Profit4,640.263. VAT6,960.400.0Total of e).16,820.96f). Total Cost = d + e74,824.26(74,247.09)g). Unit Cost0.0200.402,137.82Authorized Signature

5.1UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM5.00Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount0.00.00.00.00.00.00.00.00.00.00.00.00.0a). Total Materials0.0EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountConcrete Cutter1.008.501,200.0010,200.00Air Compressor with Jackhammer1.008.506,400.0054,400.000.0b). Total for Equipment64,600.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.008.50650.005,525.00Foreman1.008.50550.004,675.00laborer2.008.50250.004,250.00c). Total for Labor14,450.00d). Estimated Direct Cost (EDC) = a + b + c79,050.00e). Indirect Cost / Mark-up1. OCM7,114.502. Profit6,324.003. VAT9,486.00Total of e).22,924.50f). Total Cost = d + e101,974.50(101,397.33)g). Unit Cost0.0200.40679.83Authorized Signature

5.2UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM5Name of Item:0.0sub item0.00.00.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountCement813.00bags260.00211,380.00Sand45.00cu.m1,100.0049,500.00Gravel90.00cu.m1,100.0099,000.000.00.00.00.00.00.00.00.00.00.0a). Total Materials359,880.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountConcrete Bagger Mixer1.0030.001,200.0036,000.000.00.0b). Total for Equipment36,000.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.0030.00650.0019,500.00Foreman1.0030.00550.0016,500.00laborer2.0030.00250.0015,000.00c). Total for Labor51,000.00d). Estimated Direct Cost (EDC) = a + b + c446,880.00e). Indirect Cost / Mark-up1. OCM40,219.202. Profit35,750.403. VAT53,625.60Total of e).129,595.20f). Total Cost = d + e576,475.20(575,898.03)g). Unit Cost0.0200.403,843.17Authorized Signature

6UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM6Name of Item:0.0sub item6.000.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount75 x 50 dia C.I. Tapping Saddle47.00pcs434.5020,421.5050 diaI.P. x ISO COMP. Type Corporation Stop47.00pcs665.5031,278.5050 dia mmPE 100 HDPE Pipe47.00lm123.205,790.40 50 dia mm 'MIG SYS' ISO COMP.Type NLC PP Female Elbow47.00pcs254.1011,942.70 50 dia G.I. Pipe Sched.4010.00lengths1,694.0016,940.0050dia mm Wafer Type Butterfly Valve47.00pcs15,678.30736,880.10 50 dia mm Steel Ring Flange47.00pcs350.9016,492.30 50 dia mm x 150mm. G.I. Pipe Nipple Sched.4047.00pcs39.371,850.39 50 dia mm G.I. Plug47.00pcs71.873,377.89 50 dia mm G.I. Cross TEE47.00pcs255.4312,005.21 10mm. Deformed Bars45.12kgs35.001,579.2032mm.(1") Tapelon47.00pcs22.001,034.00Red Lead Epoxy Primer0.54gal550.00297.00Quick Dry Enamel0.54gal600.00324.00Welding Rod21.36kgs95.002,029.20Paint Thinner0.12gal385.0046.20cement5.00bags260.001,300.00sand0.25cu.m.1,100.00275.00gravel0.50cu.m.1,100.00550.00a). Total Materials864,413.59EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountPortable welding machine1.0047.001,600.0075,200.000.00.0b). Total for Equipment75,200.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.0035.25650.0022,912.50Foreman1.0047.00550.0025,850.00Pipe Fitter2.0047.00350.0032,900.00laborer4.0047.00250.0047,000.00Welder1.0047.00350.0016,450.00c). Total for Labor145,112.50d). Estimated Direct Cost (EDC) = a + b + c1,084,726.09e). Indirect Cost / Mark-up1. OCM97,625.352. Profit86,778.093. VAT130,167.13Total of e).314,570.57f). Total Cost = d + e1,399,296.66(1,398,719.49)g). Unit Cost0.0200.4029,772.28Authorized Signature

7.1UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM7Name of Item:0.0sub item7.100.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmount100 mm dia. uPVC Tee Equal3.00pcs838.202,514.60100 mm dia. C.I. Sleeve Type Coupling (G.I.-PVC)3.00pcs2,721.608,164.80 100 mm.C.I. Gate Valve, mech3.00pcs10,935.0032,805.00 150mm. C.I. Valve Cover3.00pcs2,772.008,316.00 150 mm uPVC Pipe0.50length5,254.082,627.04cement1.00bag260.00260.00sand0.51cu.m1,100.00561.00gravel0.99cu.m1,100.001,089.00100mm. G.I. Pipe Sched.402.00lengths4,325.008,650.00 100 mm.x 90 G.I. Elbow Sched.403.00pcs675.002,025.00 10mm. Deformed Bars5.00lengths176.00880.0018.48100 mm. G.I. End Cup Sched.403.00pcs375.001,125.00Heavy Duty Chain3.00pcs165.00495.00Red Lead Epoxy Primer0.09gal550.0049.50Quick Dry Enamel0.09gal600.0054.00Black Gloss Enamel0.05gal715.0035.75Reflectorize Paint (Yellow)0.05gal1,650.0082.50Paint Thinner3.15lit385.001,212.75Welding Rod1.00kg95.0095.0032mm.(1") Tapelon3.00pcs22.0066.00a). Total Materials71,107.94EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmountPortable welding machine1.002.001,600.003,200.000.00.0b). Total for Equipment3,200.00LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.001.50650.00975.00Foreman1.002.00550.001,100.00Pipe Fitter2.002.00350.001,400.00laborer4.002.00250.002,000.00Welder1.002.00350.00700.00c). Total for Labor6,175.00d). Estimated Direct Cost (EDC) = a + b + c80,482.94e). Indirect Cost / Mark-up1. OCM7,243.462. Profit6,438.643. VAT9,657.95Total of e).23,340.05f). Total Cost = d + e103,822.99(103,245.82)g). Unit Cost0.0200.4034,602.58Authorized Signature

7.2UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM7Name of Item:0.0sub item7.200.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountAir Release Valves3.00units19,250.0057,750.00100 mm x 25mm Service Saddle Clamp3.00pcs290.00870.0025mm PE Pipe SDR 116.00lm59.89359.34Air Release Valves Cover3.00sets2,985.008,955.0025mm dia x 100mm GI Nipple3.00pcs35.00105.0025mm GI Coupling3.00pcs45.00135.00 10mm. Deformed Bars3.00lengths176.00528.0011.09cement1.00bag260.00260.00sand0.51cu.m.1,100.00561.00gravel0.99cu.m.1,100.001,089.000.00.0a). Total Materials70,612.34EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.00.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.009.00650.005,850.00Foreman1.009.00550.004,950.00Pipe Fitter2.009.00350.006,300.00laborer4.009.00250.009,000.000.0c). Total for Labor26,100.00d). Estimated Direct Cost (EDC) = a + b + c96,712.34e). Indirect Cost / Mark-up1. OCM8,704.112. Profit7,736.993. VAT11,605.48Total of e).28,046.58f). Total Cost = d + e124,758.92(124,181.75)g). Unit Cost0.0200.4041,586.31Authorized Signature

7.3UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM7Name of Item:0.0sub item7.300.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountFire Hydrant Head 100 mm dia. (4") x 63mm dia.9.00pcs13,465.50121,189.50100mm dia (4") Upvc/HDPE Tee Equal9.00pcs838.207,543.80100 mm dia CI Sleeve type coupling (GI-PVC)9.00pcs2,721.6024,494.40100 mm dia CI Gate valve9.00pcs10,935.0098,415.00 150mm. C.I. Valve Cover9.00pcs2,772.0024,948.00 150 mm uPVC Pipe1.50length5,254.087,881.12cement3.00bags260.00780.00sand1.53cu.m.1,100.001,683.00gravel2.97cu.m.1,100.003,267.00 100 mm. dia (4 ") G.I. Pipe Sched.403.90lengths4,325.0016,867.50 100 mm.x 90 G.I. Elbow Sched.409.00pcs675.006,075.00 150mm. G.I Pipe Sched.203.60lengths11,238.0040,456.80 10mm. Deformed Bars6.75lengths176.001,188.0024.95Red Lead Epoxy Primer0.27gal550.00148.50Quick Dry Enamel0.27gal600.00162.00Black Gloss Enamel0.14gal715.00100.10Reflectorize Paint (Yellow)0.14gal1,650.00231.00Paint Thinner9.45lit.385.003,638.2532mm.(1") Tapelon9.00pcs22.00198.000.0a). Total Materials359,266.97EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.00.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmountEngineer1.006.75650.004,387.50Foreman1.009.00550.004,950.00Pipe Fitter2.009.00350.006,300.00laborer4.009.00250.009,000.000.0c). Total for Labor24,637.50d). Estimated Direct Cost (EDC) = a + b + c383,904.47e). Indirect Cost / Mark-up1. OCM34,551.402. Profit30,712.363. VAT46,068.54Total of e).111,332.30f). Total Cost = d + e495,236.77(494,659.60)g). Unit Cost0.0200.4055,024.61Authorized Signature

8UNIT COST ANALYSISProject Name: DESIGN AND BUILD FOR EXPANSION OF ALCANTARA LEVEL III WATER SYSTEM0.00.0ITEM8Name of Item:0.0sub item8.100.02.88MaterialsName and Specs of MaterialsQtyUnitUnit RateAmountProject Billboard2.00units5,000.0010,000.00(includes labor and materials)0.00.0a). Total Materials10,000.00EQUIPMENTName and Capacity and Horse Power Rating of EquipmentNo. of UnitsNo. of DaysRate per DayAmount0.00.0b). Total for Equipment0.0LABORDesignation of PersonnelNo. of MenNo. of DaysDaily RateAmount0.00.00.00.00.0c). Total for Labor0.0d). Estimated Direct Cost (EDC) = a + b + c10,000.00e). Indirect Cost / Mark-up1. OCM900.002. Profit800.003. VAT1,200.00Total of e).2,900.00f). Total Cost = d + e12,900.00(12,322.83)g). Unit Cost0.0200.406,450.00Authorized Signature

PAYMENTTo: Mr. & Mrs RAMESH GENOMALProject Name: RENOVATION OF MAIN KITCHENProject Location: 1207 Acacia Street Dasmarinas Village, Makati CityDate: May 13. 2015Original Contract Amount5,000.00Percent Completed100.00%REQUEST FOR PROGRESS BILLING No. 01CHANGE/VARIATION ORDERThis is to request PROGRESS BILLING in accordance with the Contract Agreement forRe-painting of DOORS AND DOORJAMB at MAIN KITCHEN AREA.DESCRIPTIONQUANTITYUNITUNIT COSTAMOUNTI.PRELIMINARIESII.SCOPE OF WORKS2.1Painting works1lot2,500.002,500.002.2Carpentry works1lot2,500.002,500.00TOTAL COST5,000.00Value of Work Completed to Date-Bid items1. Total Value of Work Completed to DatePhp5,000.002. Less: DeductionsDown PaymentBilling No. 13. Subtotal4. Requested amount for Payment this PeriodPhp5,000.00Actual Progress100.00%VERY TRULY YOURS,GLECS B. TORREFRANCAPETRI J Constrade Inc.Date :________________________

Documents

Mr.&Mrs.rameshgenomal(Additional for Kitchen's Final Billing)(Revised)