Tiao Him - Fill

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

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter FenceZamboanga CityStations : Length : Contract Duration:DESCRIPTIONQUANTITYUNITMARK-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)12%((5)+(9))(9)+(10)(5)+(11)(13)/(3)Mobilization/Demobilization55,145.330%0%0%0.000.000.0055,145.33ok5514.533103Layout and Excavation Works86.15cu.m.49,823.0112%12%24%11,957.527,413.6619,371.1869,194.19803.18ok104Embankment5,738cu.m.3,906,624.0012%12%24%937,589.76581,305.651,518,895.415,425,519.41945.54ok27572.6650404Reinforcing Steel Bar5,811.31kgs.318,943.1512%12%24%76,546.3647,458.74124,005.10442,948.2576.22ok405Structural Concrete46.53cu.m.295,045.0012%12%24%70,810.8043,902.70114,713.50409,758.508,806.33okSPL-2aSetting of 100mm. Thk. CHB (fence)598.50sq.m.318,206.5112%12%24%76,369.5647,349.13123,718.69441,925.20738.39okSPL-2bSetting of 150mm. Thk. CHB (fence)88.80sq.m.76,084.4412%12%24%18,260.2611,321.3629,581.62105,666.061,189.93okSPL-3Plastering Works (16mm thk., both faces)1,325.25sq.m.272,664.0012%12%24%65,439.3640,572.40106,011.76378,675.76285.74SPL-4Forms and Scaffolding (fabrication, placing and dismantling)24.16cu.m.105,385.7012%12%24%25,292.5715,681.3940,973.96146,359.666,057.93okSPL-5aFabrication and Installation of Steel Gate (1.75m. x 6.56m.)11.48sq.m.49,863.0012%12%24%11,967.127,419.6119,386.7369,249.736,032.21SPL-5bFabrication and Installation of Steel Gate (0.91m. x 1.75m.)1.59sq.m.20,991.0012%12%24%5,037.843,123.468,161.3029,152.3018,306.00SPL-6Painting Works611.57sq.m.100,903.2512%12%24%24,216.7815,014.4039,231.18140,134.43229.14TOTAL5,569,678.392,144,050.437,713,728.82

Prepared by:Checked & Reviewed by:Approved by:ERROR:#REF!

FELIXBERTO R. CAARE, JR., RMPEDITO M. BAUTISTA, JR.MARLI ACOSTA - DE FIESTAResearcher/ Analyst A (J.O.)Officer-In-ChargeOfficer-In-ChargePlanning DivisionDesign DivisionEngineering & Construction Department

Recommending Project Implementation:Approved for Project Implementation:

ARNULFO A. ALFONSOLEONARDO REY D. VASQUEZAssistant General ManagerGeneral ManagerTechnical Services Group

BREAKDOWNPROJECT/LOCATION OF PROJECT:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

Zamboanga CityLaboritemOCM

BREAKDOWN OF EXPENDITURES% OF TOTALAMOUNTI - ESTIMATED COST18,960.001035,978.76103A. DIRECT COST:17,584.00104234,397.441041. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . . 0.7155,145.3353,892.0040438,273.184042. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .58.834,547,655.3054,054.0040535,405.404052.1 Supply Delivery . . . . . . . . . . . . . . . . . . . . . . . . .49,336.00SPL-2A38,184.78SPL-2A2.2 Testing Materials . . . . . . . . . . . . . . . . . . . . . . . .10,572.00SPL-2B9,130.13SPL-2B3. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . .5.39416,763.00167,664.00SPL-332,719.68SPL-34. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . .7.12550,114.7613,572.00SPL-412,646.28SPL-46,035.00SPL-5A5,983.56SPL-5AB.1. INDIRECT COST:2,414.00SPL-5B2,518.92SPL-5B1. Overhead contingency Miscellaneous . . . . . . . . . . . . . . 5.53427,346.5322,680.00SPL-612,108.39SPL-62. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6.54505,479.01416,763.00427,346.53B.2. VAT & INCIDENTAL EXPENSES:1. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .MaterialsPROFIT2. Value Added Tax (12% of EDC, OCM and Profit) . . . . . . 5.98461,934.4430,863.011035,978.761033. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . . 3,442,800.00104312,529.92104218,543.3940438,273.18404S U B - T O T A L (CONTRACT COST)6,964,438.36207,620.0040535,405.40405268,870.51SPL-2A38,184.78SPL-2AII - ESTIMATED GOVERNMENT EXPENDITURES65,512.44SPL-2B9,130.13SPL-2B1. Engineering & Administrative Overhead0.9069,644.38105,000.00SPL-332,719.68SPL-32. POW/Site Acquisition/Pre-Engineering91,813.70SPL-412,646.28SPL-43. Materials to be furnished by the government26,688.00SPL-5A5,983.56SPL-5A4. Materials Quality Control & Hydrology (MQCH)11,721.00SPL-5B2,518.92SPL-5B5. Retention for RO & C.O.78,223.25SPL-612,108.39SPL-64,547,655.30505,479.01S U B - T O T A L69,644.38EquipmentvatIII - CONTINGENCIES/RESERVED:1037,413.661031. Physical (up to 5% of the Estimated Contract Cost) . . . . . . .4.50348,221.92446,240.00104222,677.571042. Price Escalation (up to 12% of the Estimated4.50348,221.9246,507.7640447,458.74404 Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33,371.0040543,902.704053. Preliminary Engineering . . . . . . . . . . . . . . . . . . . . . . . . . .SPL-2A47,349.13SPL-2ASPL-2B11,321.36SPL-2BTOTAL ESTIMATED PROJECT COST100.007,730,526.58SPL-340,572.40SPL-3

SPL-415,681.39SPL-4PREPARED BY:APPROVED BY:17,140.00SPL-5A7,419.61SPL-5A6,856.00SPL-5B3,123.46SPL-5BSPL-615,014.40SPL-6FELIXBERTO R. CAARE, JR., RMPMARLI ACOSTA - DE FIESTA550,114.76461,934.44Researcher/Analyst A (J.O.)Officer - In - ChargePlanning DivisionEngineering & Construction Department5,514,533.06Direct Cost55,145.33Mobi/Demo

CHECKED & REVIEWED BY:RECOMMENDING PROJECT IMPLEMENTATION:

EDITO M. BAUTISTA, JR.ARNULFO A. ALFONSOOfficer - In - ChargeAssistant General ManagerDesign DivisionTechnical Services Group

APPROVED FOR PROJECT IMPLEMENTATION:

LEONARDO REY D. VASQUEZGeneral Manager

PROGRAM OF WORKSRepublic of the PhilippinesZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City

INDIVIDUAL PROGRAM OF WORK28-Feb-15

PROJECT/LOCATION OF PROJECT:APPROPRIATE:Php7,730,526.58Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter FenceSOURCE OF FUNDS:ISSUED OBLIGATED:AUTHORITY RELEASED:CALENDAR DAYSPROJECT CATEGORY:TO COMPLETE:DESIRABLE STARTING DATE:upon ApprovalConcrete Perimeter FenceCONTRACT /X/ ADMINISTRATION / /PROJECT DESCRIPTION:Construction of 222.00 Linear Meters of Concrete Perimeter Fence w/ Steel Gate

MININUM EQUIPMENT REQUIREDTECHNICAL PERSONNEL REQUIREDDescriptionNo.DescriptionNo.DescriptionNo.Description1Construction Foreman/Eng'g Assist.4Carpenters2Steelman1Welder2Painter4Masons8LaborersESTIMATED COST OF PROPOSED PROJECTSITEM NO.DESCRIPTION% OF TOTALUNITQTY.DIRECT COSTADJUSTED UNIT COSTTOTALUNIT COST103Layout and Excavation Works0.90%cu.m.86.1549,823.01578.33803.18ok104Embankment70.84%cu.m.5,738.003,906,624.00680.83814.96ok404Reinforcing Steel Bar5.78%kgs.5,811.31318,943.1554.8876.22ok405Structural Concrete5.35%cu.m.46.53295,045.006,340.968,806.33okSPL - 2aSetting of 100mm. Thk. CHB5.77%sq.m.598.50318,206.51531.67738.39okSPL - 2bSetting of 150mm. Thk. CHB1.38%sq.m.88.8076,084.44856.811,189.93okSPL - 3Plastering Works (16mm thk., both faces)4.94%sq.m.1,325.25272,664.00205.75285.74okSPL - 4Forms and Scaffolding (fabrication, placing and dismantling)1.91%cu.m.24.16105,385.704,361.996,057.93okSPL - 5aFabrication and Installation of Steel Gate (1.75m. x 6.56m.)0.90%sq.m.11.4849,863.004,343.476,032.21okSPL - 5bFabrication and Installation of Steel Gate (0.91m. x 1.75m.)0.38%sq.m.1.5920,991.0013,181.1618,306.00okSPL - 6Painting Works1.83%sq.m.611.57100,903.25164.99229.14okTOTAL100%5,514,533.0655,145.33Mobilization/Demobilization2,602,140.83MaterialsPREPARED BY:APPROVED BY:238,358.56Labor268,041.99Equipment Expenses187,811.72OCMFELIXBERTO R. CAARE, JR., RMPMARLI ACOSTA - DE FIESTA313,019.54ProfitResearcher/Analyst A (J.O.)Officer - In - Charge435,723.20VATPlanning DivisionEngineering & Construction Department

CHECKED & REVIEWED BY:RECOMMENDING PROJECT IMPLEMENTATION:

EDITO M. BAUTISTA, JR.ARNULFO A. ALFONSOOfficer - In - ChargeAssistant General ManagerDesign DivisionTechnical Services Group

APPROVED FOR PROJECT IMPLEMENTATION:

LEONARDO REY D. VASQUEZGeneral Manager

EstimateProject Title:PROPOSED TWO (2) STOREY LTO BUILDINGProject Location:BRGY. POBLACION, URDANETA CITY, PANGASINANOwner:LAND TRANSPORTATION OFFICE (Urdaneta Branch)

14GENERAL REQUIREMENTSQty1.00lot1.0Mobilization/DemobilizationPhp20,000.002.0Temporary Facilitiesa.) Bunkhouse/Office/WarehousePhp50,000.00b.) Temporary LightingsPhp30,000.00c.) Temporary WaterPhp10,000.00Php110,000.00II.EARTHWORKS1.0Excavation Works/Backfill and CompactionQty21.52cu.mA. LABOR COST1Project [email protected]/dayPhp600.001Construction ForemanPhp450.00/dayPhp450.001H.E. OperatorPhp400.00/dayPhp400.006Laborer Php250.00/dayPhp1,500.00Php2,950.00Php2,950.00x1.5dayPhp4,425.00B. EQUIPMENT EXPENSES (RENTAL)1unitBackhoe/LoaderPhp7,000.00/dayPhp7,000.00Fuel, oil, lub.,etcPhp1,750.00/dayPhp1,750.00Php8,750.00Php8,750.00x1.5daysPhp13,125.00

S U M M A R YA.LABOR COSTPhp4,425.00B. EQUIPMENT EXPENSES (RENTAL)Php13,125.00Php17,550.00

plus:7% OCMPhp1,228.508% CPPhp1,404.0012% VATPhp2,106.00Php20,182.50

Unit Cost =Php20,182.50/21.52cu.mPhp938.04Total Item Cost =Php938.04x21.52cu.mPhp20,182.50

III.CONCRETE WORKSQty25.12cu.mA.MATERIAL COST251.20303.0bagsPortland [email protected]/bagPhp68,175.0032.0cu.mScreened GravelPhp400.00/cu.mPhp12,800.0016.0cu.mWashed SandPhp450.00/cu.mPhp7,200.00Php88,175.00B.LABOR COST1.0Project [email protected]/dayPhp600.001.0Construction ForemanPhp450.00/dayPhp450.002.0MasonPhp375.00/dayPhp750.008.0Laborer Php250.00/dayPhp2,000.00Php3,800.00Php3,800.00x8.0daysPhp30,400.000.3447689254C.EQUIPMENT EXPENSES (RENTAL)1unitOne Bagger Concrete MixerPhp400.00/dayPhp400.00Fuel, oil, lub.,etcPhp100.00/dayPhp100.00Php500.00Php500.00x8.0daysPhp4,000.00

S U M M A R YA. MATERIAL COSTPhp88,175.00B. LABOR COSTPhp30,400.00C. EQUIPMENT EXPENSES (RENTAL)Php4,000.00Php122,575.00


Unit Cost =Php140,961.25/25.12cu.mPhp5,611.43Total Item Cost =Php5,611.43x25.12cu.mPhp140,961.25

IV.REINFORCE STEEL BARSQty3,687.06kgsA.MATERIAL COST1,799.0kgs16mm Def. barsPhp40.00/kgPhp71,958.98381.9kgs12mm Def. barsPhp40.00/kgPhp15,276.321,506.2kgs10mm Def. barsPhp40.00/kgPhp60,247.2052.2kgs# 16 G.I. tie wirePhp60.00/kgPhp3,131.26Php150,613.76B.LABOR COST1.0Project [email protected]/dayPhp600.001.0Construction ForemanPhp450.00/dayPhp450.004.0SteelmanPhp300.00/dayPhp1,200.009.0Laborer Php250.00/dayPhp2,250.00Php4,500.00Php4,500.00x12.0daysPhp54,000.000.3585329778C.EQUIPMENT EXPENSES (RENTAL)1unitBar cutterPhp200.00/dayPhp200.00Php200.00Php200.00x12.0daysPhp2,400.00



Unit Cost =Php238,065.82/3,687.06kgsPhp64.57Total Item Cost =Php64.57x3,687.06kgsPhp238,065.82

V.FORMS AND SCAFFOLDINGSQty1.00lotA.MATERIAL COST25.0pcs1/2"x4'x8' Form [email protected]/pcPhp14,000.004,000.0bd.ftAsst. Form [email protected]/bd.ftPhp96,000.0080.0kgsAsst. [email protected]/kgPhp6,000.0020.0bd.ft# 16 G.I. tie [email protected]/kgPhp1,200.00Php117,200.00B.LABOR COST1Project [email protected]/dayPhp600.001Construction [email protected]/[email protected]/dayPhp1,500.00

3Laborer @Php250.00/dayPhp750.00Php3,300.00Php3,300.00x12.0daysPhp39,600.000.337883959

S U M M A R Y

A. MATERIAL COSTPhp117,200.00B. LABOR COSTPhp39,600.00Php156,800.00


Unit Cost =Php180,320.00/1.00lotPhp180,320.00Total Item Cost =Php180,320.00x1.00lotPhp180,320.00

VI.MASONRY WORKS (CHB laying w/ Plastering)Qty185.14sq.mA.MATERIAL COST350.0bagsPortland [email protected]/bagPhp78,750.0029.0cu.mWashed [email protected]/cu.mPhp11,600.002,450.0pcs5" [email protected]/pcPhp25,725.00518.0kgs10mm Def. [email protected]/kgPhp20,720.006.0bd.ft# 16 G.I. tie [email protected]/kgPhp360.00Php137,155.00

B.LABOR COST1Project [email protected]/dayPhp600.001Construction ForemanPhp450.00/dayPhp450.004MasonPhp375.00/dayPhp1,500.006Laborer Php250.00/dayPhp1,500.00Php4,050.00

Php4,050.00x12.0dayPhp48,600.000.3543436258

S U M M A R Y



Unit Cost =Php213,618.25/185.14sq.mPhp1,153.82Total Item Cost =Php1,153.82x185.14sq.mPhp213,618.25

VII.TILE WORKSQty82.40sq.mA.MATERIAL COSTground floor/second floorstairs15.0bagsTile [email protected]/bagPhp2,850.0012.5013.00803.0cu.mWashed [email protected]/cu.mPhp1,200.0020.0020.002602.44.0pc 4" Diamond [email protected]/pcPhp1,800.0014.7015.0082.4428.0pcs16"x16" Granite [email protected]/pcPhp36,380.0060.0pcs16"x16" Outdoor [email protected]/pcPhp3,900.0012.5013.0019526.2520.0kgsTile [email protected]/kgPhp500.005.005.00Php46,630.005.336.0060

B.LABOR COST1Project [email protected]/dayPhp600.001Construction [email protected]/[email protected]/dayPhp1,125.004Laborer @Php250.00/dayPhp1,000.00Php3,175.00Php3,175.00x5.0dayPhp15,875.000.3404460648C.EQUIPMENT EXPENSES (RENTAL)1unitElectric GrinderPhp150.00/dayPhp150.00Php150.00Php150.00x5.0daysPhp750.00

S U M M A R Y

A. MATERIAL COSTPhp46,630.00B. LABOR COSTPhp15,875.00C.EQUIPMENT EXPENSES (RENTAL)Php750.00Php63,255.00


Unit Cost =Php72,743.25/82.40sq.mPhp882.81Total Item Cost =Php882.81x82.40sq.mPhp72,743.25

VIII.CARPENTRY AND JOINERY WORKS (2ND Floor Ceiling only)Qty82.40sq.mA.MATERIAL COSTground floor/second floor16.0pcsHardiflex ceiling [email protected]/pcPhp6,720.0012.5013.0048.0pcs 0.40mm 19mm x 50mm x [email protected]/pcPhp5,520.0020.0020.00 Double furring channel8.0pcs 0.80mm 12mm x 38mm x [email protected]/pcPhp1,120.0014.7015.00 Carrying Channel 15.0pcs0.40mm 25mm x 25mm x [email protected]/pcPhp1,275.00Wall angle290.0pcs [email protected]/pcPhp2,320.0012.5013.0035.4253.131.0kgs1-1/2" Concrete [email protected]/kgPhp90.005.005.0017.712.0pcs4" Diamond grinding [email protected]/pcPhp130.002.0boxBlind [email protected]/boxPhp1,000.005.005.00800.0bd.ftAsst. Form lumber (Scaffoldings)@Php24.00/bd.ftPhp19,200.00Php37,375.005.336.00B.LABOR COST1Project [email protected]/dayPhp600.001Construction [email protected]/[email protected]/dayPhp1,125.002Laborer @Php250.00/dayPhp500.00Php2,675.00Php2,675.00x5.0daysPhp13,375.000.3578595318

C.EQUIPMENT EXPENSES (RENTAL)1unitElectric GrinderPhp150.00/dayPhp150.00Php150.00Php150.00x5.0daysPhp750.00

S U M M A R YA. MATERIAL COSTPhp37,375.00B. LABOR COSTPhp13,375.00C.EQUIPMENT EXPENSES (RENTAL)Php750.00Php51,500.00



IX.DOORS AND WINDOWSQty1.00lotA.MATERIAL COST2.0setsD-1, Panel type door w/ 2"x 6" jamb with@Php5,300.00/setPhp10,600.005,300.00Complete accessories (0.90x2.10mts.) 1.0setsD-2, Flush type door w/ 2"x 5" jamb with@Php4,000.00/setPhp4,000.004,000.00Complete accessories (0.80x2.10 mts.)2.0setsW-1, Steel casement window with 3/16"@Php3,780.00/setPhp7,560.002.5215003,780.00thk. Clear glass (1.80x1.40mts)2.0setsW-2, Steel casement window with 3/16" @Php2,520.00/setPhp5,040.001.6815002,520.00thk. Clear glass (1.20x1.40mts)Php27,200.00B.LABOR COST (Installation only)1Project [email protected]/dayPhp600.001Construction [email protected]/[email protected]/[email protected]/dayPhp375.001Glass [email protected]/dayPhp300.005Laborer @Php250.00/dayPhp1,250.00Php3,350.00Php3,350.00x2.0daysPhp6,700.000.2463235294

C.EQUIPMENT EXPENSES (RENTAL)1unitElectric GrinderPhp150.00/dayPhp150.00Php150.00Php150.00x2.0daysPhp300.00

S U M M A R YA. MATERIAL COSTPhp27,200.00B. LABOR COSTPhp6,700.00C.EQUIPMENT EXPENSES (RENTAL)Php300.00Php34,200.00


Unit Cost =Php39,330.00/1.00lotPhp39,330.00Total Item Cost =Php39,330.00x1.00lotPhp39,330.00

X.PAINTING WORKS (Concrete wall & Hardiflex Ceiling board)Qty460.08sq.mA.MATERIAL COST5.0tinFlat Latex paint@Php1,810.00/tinPhp9,050.0012.342666666710.0tinSemi-gloss Latex paint@Php2,370.00/tinPhp23,700.004.0litsLatex [email protected]/litPhp480.004.0gal.Masonry [email protected]/galPhp60.0020.0kgsPatching [email protected]/[email protected]/litPhp1,560.007.0pcsRoller [email protected]/pcPhp700.00

17.0pcsPaint [email protected]/[email protected]/pcPhp2,500.0015.0pcsStupa [email protected]/kgPhp300.00Php39,415.00B.LABOR COST1Project [email protected]/dayPhp600.001Construction [email protected]/[email protected]/dayPhp1,050.004Laborer @Php250.00/dayPhp1,000.00Php3,100.00Php3,100.00x5.0dayPhp15,500.000.3932513003

S U M M A R Y




XI.TRUSS WORKSQty1.00lotA.MATERIAL COST23.0pcs1.5mm x 2"x6" CEE purlins (truss)@Php650.00/pcPhp14,950.0012.0pcs1.0mm x 2"x4" CEE [email protected]/pcPhp4,764.0016.5735.0pcs10mm Plain Round [email protected]/pcPhp690.009.949.0pcs1/4" x 10"x10" Base [email protected]/pcPhp2,250.006.623.0boxWelding rod@Php1,200.00/boxPhp3,600.0036.0pcs12mm x 10" Anchor bolts w/3.31Nut and [email protected]/pcPhp4,320.001Php30,574.0037.446.24

B.LABOR COST1Project [email protected]/dayPhp600.001Construction [email protected]/[email protected]/dayPhp750.002Laborer @Php250.00/dayPhp500.00Php2,300.00Php2,300.00x4.0dayPhp9,200.000.3009092693

1unitWelding MachinePhp450.00/dayPhp450.00Php450.00Php450.00x4.0daysPhp1,800.00



Unit Cost =Php47,810.10/1.00lotPhp47,810.10Total Item Cost =Php47,810.10x1.00lotPhp47,810.10XII.ROOFING WORKSQty48.50l.mA.MATERIAL COST48.5l.mRib-type Roofing sheet (.5mm thk.)@Php420.00/l.mPhp20,370.0048.5l.mOne sided Alum. Insulation (9mm thk)@Php450.00/l.mPhp21,825.005.0pcsWall [email protected]/pcPhp2,250.005.0pcs3" PVC [email protected]/pcPhp2,300.006.0pcs3" PVC Elbow 1/4 [email protected]/[email protected]/pcPhp1,[email protected]/pcPhp525.004.0tubeSilicon [email protected]/tubePhp600.001.0boxBlind [email protected]/boxPhp500.00Php50,038.00B.LABOR COST1Project [email protected]/dayPhp600.001Construction [email protected]/dayPhp450.003Roof [email protected]/dayPhp1,050.004Laborer @Php250.00/dayPhp1,000.00Php3,100.00Php3,100.00x4.0dayPhp12,400.000.2478116631

S U M M A R YA. MATERIAL COSTPhp50,038.00B. LABOR COSTPhp12,400.00Php62,438.00


Unit Cost =Php71,803.70/48.50l.mPhp1,480.49Total Item Cost =Php1,480.49x48.50l.mPhp71,803.70

XIII.TINSMITRY WORKS (Stair Railings)Qty1.00lotA.MATERIAL COST4.0pcs2" Stainless Steel pipe@Php3,250.00/pcPhp13,000.000.6254.0pcs3/16"x1" Flat [email protected]/pcPhp940.0016.578.33333333332715.0pcs3/4"x3/4" Square [email protected]/pcPhp3,675.0013.2591.0lotWelding rod/Accessories@Php3,000.00/lotPhp3,000.009.942.0pc4" Grinding [email protected]/pcPhp130.006.62Php20,745.0046.387.73B.LABOR COST1Project [email protected]/dayPhp600.001Construction [email protected]/[email protected]/dayPhp375.003Laborer @Php250.00/dayPhp750.00Php2,175.00Php2,175.00x3.0dayPhp6,525.000.3145336226C.EQUIPMENT EXPENSES (RENTAL)1unitWelding MachinePhp450.00/dayPhp450.00Php450.00Php450.00x3.0daysPhp1,350.00

S U M M A R YA. MATERIAL COSTPhp20,745.00

B. LABOR COSTPhp6,525.00C. EQUIPMENT EXPENSES (RENTAL)Php1,350.00Php28,620.00


Unit Cost =Php32,913.00/1.00lotPhp32,913.00Total Item Cost =Php32,913.00x1.00lotPhp32,913.00XIV.ELECTRICAL WORKSQty1.00lotA.MATERIAL COST6.0sets2x40W FL lamp w/ housing@Php1,500.00/setPhp9,000.000.6255.0sets25W [email protected]/setPhp300.0016.578.3333333333275.0sets4"x4" [email protected]/setPhp1,250.0013.2596.0pcsReceptacle 4"@Php50.00/pcPhp300.0013.2532.0setsSingle pole [email protected]/setPhp240.0013.2513.0setsTwo pole [email protected]/setPhp495.002.0sets3-Way [email protected]/setPhp420.0013.250.33333333331.00setsMain ACB/ 6-branches, w/ 1-20 AT, 2P, 5-20 AT, 2P@Php1,850.00/setPhp1,850.0013.250.111111111113.250.03703703711.0pcs4"x4" Junction [email protected]/pcPhp385.0015.0pcs2"x4" Utility [email protected]/pcPhp525.0034.0pcs1/2" PVC pipe x 3.00 [email protected]/pcPhp2,074.002.0rolls3.5mm THHN wire@Php3,207.50/rollPhp6,415.0020.0mts14mm THHN [email protected]/mtPhp1,716.804.0pcs1' PVC pipe x 3.00 [email protected]/pcPhp408.002.0pcs1" Long sweep [email protected]/pcPhp76.0022.0pcs1/2" PVC Long sweep [email protected]/pcPhp550.001.0pc1" RSC pipe x 3.00 [email protected]/pcPhp420.001.0sets1" Entrance [email protected]/setPhp65.001.0set 3-Pole secondary [email protected]/setPhp285.001.0pc1" Long sweep elbow (RSC)@Php85.00/pcPhp85.0010.0rollsElectrical [email protected]/rollPhp450.00Php27,309.8096.0716.0116666667B.LABOR COST1Project [email protected]/dayPhp600.001Construction [email protected]/[email protected]/dayPhp325.003Laborer @Php250.00/dayPhp750.00Php2,125.00Php2,125.00x4.0dayPhp8,500.000.3112435829C.EQUIPMENT EXPENSES (RENTAL)1unitElectric drillPhp150.00/dayPhp150.00Php150.00Php150.00x4.0daysPhp600.00

S U M M A R YA. MATERIAL COSTPhp27,309.80B. LABOR COSTPhp8,500.00C. EQUIPMENT EXPENSES (RENTAL)Php600.00Php36,409.80


Unit Cost =Php41,871.27/1.00setsPhp41,871.27Total Item Cost =Php41,871.27x1.00setsPhp41,871.27

TOTAL CONSTRUCTION COSTPhp1,331,996.39

SummaryProject Title:PROPOSED TWO (2) STOREY LTO BUILDINGProject Location:BRGY. POBLACION, URDANETA CITY, PANGASINANOwner:LAND TRANSPORTATION OFFICE (Urdaneta Branch)

BILL OF QUANTITIESItem No.DESCRIPTIONUNITQTYUNIT COSTAMOUNTIGENERAL REQUIREMENTSlot1.00110,000.00110,000.00

IIEARTHWORKScu.m21.52938.0420,182.50

III.CONCRETE WORKScu.m25.125,611.43140,961.25

IVREINFORCE STEEL BARSkgs3,687.0664.57238,065.82

VFORMS AND SCAFFOLDINGSlot1.00180,320.00180,320.00

VIMASONRY WORKSsq.m185.141,153.82213,618.25

VIITILE WORKSsq.m82.40882.8172,743.25

VIIICARPENTRY AND JOINERY WORKSsq.m82.40718.7559,225.00

IXDOORS AND WINDOWSlot1.0039,330.0039,330.00

XPAINTING WORKSsq.m460.08137.2663,152.25

XITRUSS WORKSlot1.0047,810.1047,810.10

XIIROOFING WORKSl.m48.501,480.4971,803.70

XIIITINSMITRY WORKSlot1.0032,913.0032,913.00

XIVELECTRICAL WORKSlot1.0041,871.2741,871.27TOTAL PROJECT COST1,331,996.39

EarthworksEARTHWORKSEXCAVATION WORKSMARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)LENGTH (m.)WIDTH (m.)HEIGHT (m.)

C1-F11.001.001.009.009.00WF-125.000.300.551.004.130.000.000.00TOTAL13.13

BACKFILL/COMPACTIONMARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)LENGTH (m.)WIDTH (m.)HEIGHT (m.)

F11.001.000.259.002.253.330.750.750.750.42WF-125.000.550.151.002.0683.330.70COLUMN0.250.250.759.000.420.83

0.00TOTAL4.73

Excavation=13.13Backfill/Compaction8.39cu.m

GRAVEL BEDDINGMARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)LENGTH (m.)WIDTH (m.)HEIGHT (m.)

F-11.001.000.109.000.90FTB25.000.550.101.001.380.250.250.109.000.06GB0.000.000.100.000.000.000.000.100.000.00Area-18.005.000.101.004.00Area-22.001.200.101.000.24TOTAL6.57ON FILLMARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)LENGTH (m.)WIDTH (m.)HEIGHT (m.)

OPERATOR ROOM7.004.000.151.004.20REST ROOM2.501.500.1251.000.470.000.000.000.000.00TOTAL4.67

MasonryV - MASONRY WORKS

GROUND FLOORperimeter wall26.003.501.0091.00less opening7.297.29Total area83.71185.14

perimeter wall26.003.501.0091.004.401.001.004.405.003.001.0015.00less opening8.978.97Total area101.43

No. of pcs 6 CHB2,406.82say2,450.00pcs

Cement187.55say190.00bags

Sand 15.63say17.00mVert. Reinforcement394.35Hor. Reinforcement398.05792.40/ 5.7m =139.0174035088say140pcs 10mm518.00kgsGI Tie Wire4.44say6kgs

Plastering

perimeter wall83.71101.431.00185.14

370.28370.28

Cement159.22say160bagsSand9.26say12cu.m.SummaryCement350.00Sand29.00No. of pcs 6 CHB2,450.00RSB Reinforcement518.00GI Tie Wire6.00

RSB works10MM12MM16MM0.6166.003.700.8886.005.331.5786.009.470.6167.504.620.8887.506.661.5787.5011.840.6169.005.540.8889.007.991.5789.0014.200.61610.506.470.88810.509.321.57810.5016.570.61612.007.390.88812.0010.661.57812.0018.94REBAR WORKSMARKLOCATIONBAR SIZEFOR 1 STRUCTURENO. OF SIMILAR STRUCTURETOTAL NO.OF PCSTOTAL NO. OF COMML LENGTHCOMML LENGTHNO. OF VER/LONG BARNO. OF HOR/TRANS BARTOTAL BAR INTERSECTIONONE BAR LENGTHNUMBER OF PCS

F1top-tranverse161.105.009.0045.0049.506.008.258.25225.00156.221.93bottom-longitudinal161.105.0045.0049.506.00Footing156.221.938616MM156.22TIE WIRE2.00C1vertical bar164.554.009.0036.00163.806.0027.3016.001,857.60227.2310.514.30outer ties101.2025.80232.20278.646.0046.4420.0073.92inner ties101.0025.80232.20232.206.0038.7017.0062.83C2vertical bar169.008.000.000.000.009.000.0016.000.00227.230.000.00outer ties101.200.000.000.006.000.0021.0077.62inner ties101.000.000.000.006.000.0017.0062.83C3vertical bar169.008.000.000.000.009.000.0016.000.00227.230.000.00outer ties101.200.000.000.006.000.0021.0077.62inner ties101.000.000.000.006.000.0018.0066.531,103.0410.5116MM681.7010MM421.34TIE WIRE10.51WF-1straight bars126.0010.001.0010.0060.006.0010.001.00250.0053.282.0025.00stirrups100.35125.00125.0043.756.008.0029.5782.852.0012MM53.2810MM29.57TIE WIRE2.00GBstraight bars166.004.003.0012.0072.006.0012.0012.00432.00170.422.455.00stirrups100.9036.00108.0097.206.0016.2017.0062.83GBstraight bars164.504.004.0016.0072.009.008.008.00432.00113.622.454.00stirrups100.9027.00108.0097.206.0016.2017.0062.83409.704.8916MM284.0410MM125.66TIE WIRE4.89B-1straight bars166.004.002.008.0048.006.008.008.00504.0075.742.855.00top cut bars161.502.004.006.006.001.001.009.47bott. Cut bars163.001.002.006.006.001.001.009.47stirrups101.2036.0072.0086.406.0014.4015.0055.44B-1straight bars164.504.004.0016.0072.009.008.008.00756.00151.494.284.00top cut bars161.202.008.009.606.001.602.0018.94bott. Cut bars162.501.004.0010.007.501.332.0018.94stirrups101.2027.00108.00129.606.0021.6022.0081.31B-2straight bars166.004.001.004.0024.006.004.004.00360.0037.872.045.00top cut bars161.504.004.006.006.001.001.009.47bott. Cut bars163.002.002.006.006.001.001.009.47stirrups101.4036.0036.0050.406.008.409.0033.26B-3straight bars166.004.001.004.0024.006.004.004.00252.0037.871.435.00top cut bars161.502.002.003.006.000.501.009.47bott. Cut bars163.001.001.003.006.000.501.009.47stirrups101.1036.0036.0039.606.006.607.0025.87B-4straight bars162.504.001.004.0010.007.501.331.50105.0017.750.592.12top cut bars160.752.002.001.506.000.250.504.73bott. Cut bars161.501.001.001.506.000.250.504.73stirrups100.9015.0015.0013.506.002.253.0011.09LB-1straight bars122.504.001.004.0010.007.501.331.5060.006.930.342.00stirrups101.0015.0015.0015.006.002.503.0011.09CB-1straight bars121.504.001.004.006.006.001.001.0036.005.330.201.20stirrups101.009.009.009.006.001.502.007.39RB-1straight bars126.004.002.008.0048.006.008.008.00504.0042.622.855.00top cut bars121.502.004.006.006.001.001.005.33bott. Cut bars123.001.002.006.006.001.001.005.33stirrups100.9036.0072.0064.806.0010.8011.0040.66straight bars124.504.004.0016.0072.009.008.008.00756.0085.254.284.00top cut bars121.202.008.009.606.001.602.0010.66bott. Cut bars122.501.004.0010.006.001.672.0010.66stirrups100.9027.00108.0097.206.0016.2017.0062.83RB-2straight bars166.004.001.004.0024.006.004.004.00252.0037.871.435.00top cut bars161.502.002.003.006.000.500.504.73bott. Cut bars163.001.001.003.006.000.500.504.73stirrups101.1036.0036.0039.606.006.607.0025.87RB-3straight bars126.004.001.004.0024.006.004.004.00144.0021.310.825.00stirrups100.7036.0036.0025.206.004.205.0018.48straight bars122.504.001.004.0010.007.501.332.0060.0013.320.342.12stirrups100.7015.0015.0010.506.001.752.007.39LB-2straight bars122.504.001.004.0010.007.501.331.5060.009.990.342.00stirrups100.8015.0015.0012.006.002.002.007.39CB-2straight bars121.504.002.008.0012.006.002.002.0072.0010.660.411.20stirrups100.809.0018.0014.406.002.402.509.241,096.9122.1916MM472.2212MM227.3810MM397.32TIE WIRE22.19SLAB ON FILLlongitudinal107.0017.501.0017.5070.005.6012.5018.00175.0066.530.99cross section104.0010.0010.0070.006.0011.6717.0062.83SUSPENDED SLABtop bars(longitudinal)105.0016.671.0016.67133.336.0022.2223.00988.8985.015.60top bars (cross section)108.0026.6726.67133.335.6023.8124.0088.70cut bars(longitudinal)121.2510.0010.0040.006.0013.3314.0074.59cut bars (cross section)124.0010.0010.0012.506.004.175.0026.64bent up bars(longitudinal)105.0016.6716.67133.336.0022.2223.0085.010.00two waybent up bars (cross section)108.0026.6726.67133.335.6023.8124.0088.70578.026.5912MM101.2318.9910MM476.78128.86TIE WIRE6.59ERROR:#REF!ERROR:#REF!

16MM151.5212MM53.3010MM55.50TIE WIRE4.00

MB-1 (30.00m)straight bars1630.834.003.0012.00168.007.506.00784.0014,112.001,988.7095.86@ GL Aweb bars1230.832.006.0084.007.50559.65stirrups101.40784.002,352.00588.006.002,175.60MB-2(20.00m)straight bars1620.834.003.0012.0024.0012.006.00162.002,916.00454.5619.81@ GL 1web bars1220.832.006.0012.0012.00127.92stirrups101.40162.00486.0041.006.00151.70MB (30.00m)straight bars1630.834.001.004.008.0012.006.00184.001,104.00151.527.50@ GL Aweb bars1230.832.002.004.0012.0042.64stirrups101.40184.00184.0046.006.00170.20Midbeam5,822.49387.4869RB-1 (20.00m)straight bars1620.834.001.004.008.0012.008.00162.001,296.00151.528.80@ GL 1web bars1220.832.002.004.0012.0042.64top cut bars-end support160.932.002.004.001.006.009.47top cut bars-middle support161.652.002.004.001.007.5011.84top cut bars-middle support162.902.001.002.001.006.009.47top cut bars-middle support162.282.002.004.001.0010.5016.57bottom cut bars161.502.004.008.002.006.0018.94bottom cut bars163.002.002.004.002.006.0018.94stirrups101.40162.00162.0041.006.00151.70RB-1 (30.00m)straight bars1630.834.001.004.0056.007.508.00784.006,272.00662.9042.60web bars1230.832.002.0028.007.50186.55top cut bars-end support161.982.001.002.001.007.5011.84top cut bars-middle support161.782.001.002.000.00top cut bars-middle support161.902.0023.0046.0016.006.00151.52top cut bars-middle support161.552.007.0014.002.0012.0037.88bottom cut bars161.802.0024.0048.0010.009.00142.05bottom cut bars161.502.008.0016.004.006.0037.88stirrups101.40784.00784.00196.006.00725.20RB-2 (20.00m)straight bars1620.834.004.0016.0032.0012.008.00162.005,184.00606.0835.21 web bars1220.832.008.0016.0012.00170.56top cut bars-end support160.932.002.0016.004.006.0037.88top cut bars-middle support161.652.002.0016.004.007.5047.35top cut bars-middle support162.902.001.008.004.006.0037.88top cut bars-middle support162.282.002.0016.004.0010.5066.29bottom cut bars161.502.004.0032.008.006.0075.76bottom cut bars163.002.002.0016.008.006.0075.76stirrups101.40162.00648.0041.006.00151.70S.Angle (20.00m)straight bars1620.834.004.0016.0032.0012.008.0041.001,312.00606.088.91@ GL Aweb bars1220.832.008.0016.0012.00170.56top cut bars-end support160.932.002.0016.0016.006.00151.52top cut bars-middle support161.652.007.0056.008.0012.00151.52bottom cut bars161.502.008.0064.0016.006.00151.52stirrups101.40184.00736.00184.006.00680.80roofbeam5,568.1795.5392Ground Slabtransverse1292.0041.001.0041.00328.0012.0041.00185.007,585.003,496.4851.5292 x 20longitudinal1220.00185.00185.00370.0010.503,451.18Ground Slabtransverse1242.0041.001.0041.00246.007.5041.0085.003,485.001,638.9823.6742 x 20longitudinal1220.0085.0085.00170.0010.501,585.68Ground Slab10,172.3175.1976

CarpentryQuantity of cement and sand for plaster per square meter area

Mixture Cement in bags Thickness of Plasterclass8 mm12mm16mm20mm25mm

A0.1440.2160.2880.360.45B0.0960.1440.1920.240.3C0.0720.1080.1440.180.225D0.060.090.120.150.188Sand0.0080.0120.0160.020.025FINISHING WORKSPLASTERING WORKSMARKLENGTHHEIGHTNO. OF SIMILAR STRUCTURESFACEAREA (m)

walls

Exterior/Interior Plastering

Total1,855.51Computation:Cement 834.98say835.00bagsSand 46.39say50.00m

TILE WORKSMARKLENGTHWIDTH(length) no. of pcs.say(width) no. of pcs.saytotal no. of pcs.total no. of pcs.total area (m)

Ground Floor24"x24"Homogenous floor tiles0.0Library10.007.0016.6717.0011.6712.00204.0070.00Moot Court9.307.0015.5016.0011.6712.00192.0065.10SBO/SAS office4.257.007.088.0011.6712.0096.0029.75Deans office6.755.0011.2512.008.339.00108.00600.0033.7512"x12"Homogenous floor tiles0.0Comport room (floor)6.755.0022.5023.0016.6717.00391.00391.0033.75Comport room (floor)6.755.0022.5023.0016.6717.00391.00391.0033.75782.00Comport room (wall)14.002.2046.6747.007.338.00376.0030.8058.2359.003.674.00472.00Comport room (wall)10.002.2033.3334.007.338.00272.0022.00Comport room (wall)4.602.2015.3316.007.338.00128.0010.12Comport room (wall)5.002.2016.6717.007.338.00136.00912.0011.0024"x24"Homogenous floor tilesClass room10.007.0016.6717.0011.6712.00204.0070.004.0010.006.677.0016.6717.00119.0040.009.307.0015.5016.0011.6712.00192.0065.109.307.0015.5016.0011.6712.00192.0065.10hallways3.0050.005.005.0083.3384.00420.00150.00lobbies5.157.008.589.0011.6712.00108.0036.05porch2.006.003.334.0010.0010.0040.0012.00platform10.004.2016.6717.007.007.00119.0042.00balcony6.206.0010.3311.0010.0010.00110.0037.20Entry along canopy area6.006.0010.0010.0010.0010.00100.0036.00fire scape areas2.005.003.334.008.339.0036.0010.00stair & landing7.004.5011.6712.007.508.0096.0031.503.704.506.177.007.508.0056.001,792.0016.652nd Floor24"x24"Ceramic floor tiles0.0area-18.007.0013.3314.0011.6712.00168.0056.00168.00cement fin. w/ h2o proofingarea-13.004.5013.503rd Floor24"x24"Ceramic floor tiles0.0area-18.007.0013.3314.0011.6712.00168.0056.00182.00168.00cement fin. w/ h2o proofingERROR:#REF!area-13.004.5013.50ERROR:#REF!roof deckcement fin. w/ h2o proofing8.007.0056.00area-13.004.5013.5069.50

CEILING WORKSMARKLENGTHWIDTH(length) no. of pcs.say(width) no. of pcs.saytotal no. of pcs.total area (m) no. of pcs.say

2nd floorhardiflex ceiling boardopen ceiling8.505.0042.5014.7615.001.202.002.400.831.00total44.9016.00pcsMARKLENGTHWIDTH(length) no. of pcs.say(width) no. of pcs.saytotal no. of pcs.furring clip no. of pcs.say

2nd floordouble furring channelopen ceiling8.505.0021.2522.0021.2522.0044.0021.2512.50265.63270.001.202.001.202.001.202.004.003.005.0015.0020.00total48.00pcs290.00pcsMARKLENGTHcomm'l. length(length) no. of pcs.say(width) no. of pcs.saytotal no. of pcs.total area (m) no. of pcs.say

2nd floorwall angleopen ceiling42.403.0014.1315.0015.00total0.015.00MARKLENGTHWIDTH(length) no. of pcs.say(width) no. of pcs.saytotal no. of pcs.total area (m) no. of pcs.say

2nd floorcarrying channelopen ceiling8.505.007.088.0042.508.00total42.508.00

PAINTING WORKSceiling area89.80mark1st coating2nd coating3rd coatinggal sayunitFlat latex paint3.592.992.579.154.000.901.00tinMasonry putty4.494.000.04.00gallatex color0.451.00litssand paper5.9920.00pcs5,716.80114.34roller brush2.00pcspaint brush5.00pcsstupa rug5.00kg1Acrylic semi-gloss latext paint finish, boysen white

PAINTING WORKSwall area370.28mark1st coating2nd coating3rd coatinggal sayunitFlat latex paint14.814.003.704.00tinSemi-gloss Latex14.8112.3412.3439.504.009.8710.00tinEasytite with hardenerlatex color3.704.00litssand paper74.0680.00pcs5,716.80114.34roller brush5.00pcspaint brush12.00pcsstupa rug10.00kg1Acrylic semi-gloss latext paint finish, boysen whitegals10.005.0050.002Flat latex paint boysen whitegals6.005.0030.00Paintingdoor area27.003Flat wall enamel paintgals2.005.0010.00mark1st coating2nd coating3rd coatinggal/tinsayunit4Q.D.E. Paint Boysengals1.005.005.00QDE paint0.900.541.442.00gal5Masonry puttygals1.005.005.00Easytite with hardener0.361.00gal6Easytite w/ Hardinerltrs2.005.0010.00Paint thinner0.501.00gal7Perlite (patching compound)ltrs10.005.0050.00tinting color0.110.50lits8Stikwellits1.005.005.00sand paper5.4020.00pcs9Sand paperpcs150.005.00750.00roller brushpcs10Paint Rowerpcs2.005.0010.00paint brush4.00pcs11Paint Brushpcs5.005.0025.00stupa rug2.00kg12Paint Thinnergals2.005.0010.0013Consumable like tinting colorslits2.005.0010.00PaintingMetal336.34mark1st coating2nd coating3rd coatinggal/tinsayunitQDE paint11.216.7317.944.004.485.00tinEasytite with hardener3.36galPaint thinner84.095.00galtinting color2.00litssand paperpcsroller brush4.00pcspaint brush10.00pcsstupa rug5.00kg

PaintingExterior wall1,640.16mark1st coating2nd coating3rd coatinggal sayunitFlat latex paint54.674.0013.6714.00tin15.00Semi-gloss Latex54.6741.0032.80128.484.0032.1235.00tin37.00latex color8.209.00litsPatching Compound2.00sackssand paper164.02200.00pcsroller brush8.00pcspaint brush15.00pcsstupa rug10.00kg

PaintingExposed Conc.56.89mark1st coating2nd coating3rd coatinggal sayunitFlat latex paint1.904.000.471.00galSemi-gloss Latex1.901.421.144.464.001.112.00gallatex color0.2810.00litssand paper5.6910.00pcsroller brush1.00pcspaint brush2.00pcsstupa rug3.00kg

TOILET PARTITIONSMARKLENGTHWIDTHtotal no. of unittotal Area (m)say

Phenolic boardfemale1.501.604.0020.160.201.602.001.340.401.603.004.03male1.501.602.0010.080.201.602.001.340.401.601.001.34urinal partitions0.450.906.005.10total43.41DOORSMARKLENGTHWIDTHtotal no. of unittotal Area (m)say

Phenolic boardfemale0.601.604.008.06male0.601.602.004.03total12.10DECORATIVE STONEMARKLENGTHWIDTHtotal Area (m)sayunit

wall angleArea-19.001.0036.0036.00mArea-21.755.0017.5018.00Area-39.502.0038.0018.00Area-49.501.0019.0019.00917.40Area-59.000.6010.8011.00811.80total102.00224.4025.5026.006.801,953.60ALUM. CLADDING7.00MARKLENGTHWIDTHtotal Area (m)sayunit

wall angleArea-15.701.5034.2018.00m5.700.5011.403.00m

Area-217.701.5053.1054.00total75.00FINISHING WORKS(Second floor)PLASTERING WORKSMARKLENGTHHEIGHTNO. OF SIMILAR STRUCTURESFACEAREA (m)

walls

Exterior/Interior PlasteringERROR:#REF!ERROR:#REF!ERROR:#REF!2.00ERROR:#REF!ERROR:#REF!TotalERROR:#REF!Computation:Cement ERROR:#REF!say500.00bagsSand ERROR:#REF!say35.00m

TILE WORKSMARKLENGTHWIDTH(length) no. of pcs.say(width) no. of pcs.saytotal no. of pcs.total no. of pcs.total area (m)

Ground Floorconcrete pavers27.502.4066.0024"x24"Granite tilesgen. merch.10.004.0016.6717.006.677.00119.0040.00asessment area5.005.208.339.008.679.0081.0026.00souvinir area7.004.2011.6712.007.007.0084.0029.40photocopy/printing12.008.0020.0020.0013.3314.00280.0096.00300x300mm tile191.40sq.m1.601.505.336.005.005.0030.002.40sq.mToilet5.901.609.44sq.m400x400mm tile1.601.505.336.005.005.0030.002.40sq.mStairs11.84Peeble washed out11.002.0022.00sq.m

mezz. Floorconcrete pavers27.502.4066.0024"x24"Granite tilesopen room storage4.003.0012.001,2,3,416.006.0096.00Corridor108.00plain cement fin.29.002.2565.25Stairs65.25sq.mPeeble washed out11.002.0022.00sq.m

2nd floorplain cement fin.corridor-127.502.2561.88corridor-227.502.4066.00127.88sq.m24"x24"Granite tilesdig./audio visual8.008.0064.00photo studio4.008.0032.00wellness room4.008.0032.00office4.008.0032.00300x300mm tile160.00sq.mtoilet1.501.455.005.004.835.0025.002.18sq.mToilet5.901.609.44sq.m11.62sq.mQuantity of cement and sand for plaster per square meter area

Mixture Cement in bags Thickness of Plasterclass8 mm12mm16mm20mm25mm

A0.1440.2160.2880.360.45B0.0960.1440.1920.240.3C0.0720.1080.1440.180.225D0.060.090.120.150.188Sand0.0080.0120.0160.020.025CEILING WORKSMARKLENGTHWIDTH(length) no. of pcs.say(width) no. of pcs.saytotal no. of pcs.total area (m) no. of pcs.say

4th floor.19mx3mts longHall way-137.402.0074.80131.23132.00Hall way-220.702.0041.4072.6373.00Hall way-332.002.0064.00112.28113.00Hall way-413.002.0026.0045.6146.00Hall way-510.004.0040.0070.1871.00246.20435.001/4"thk. Hardiflexhall way2.002.006.0024.008.339.00total24.008.339.00pcs

MARKLENGTHWIDTHtotal length (l.m)comm'l. length(m)total no. of pcs.sayunitarea (m)

double furring channelhallway280.002.002,800.005.00560.00560.00pcs560.003,500.00907.00total560.00pcs

MARKLENGTHcomm'l. length(m)total length (l.m)sayunit

wall anglehallway560.003.00186.67187.00pcstotal560.00187.00pcstotal area(m)length/sq.mcomm'l. lengthcarrying channel24.001.505.007.204.00pcsdouble furring clip5.0015.0075.00total area(m)no. of pcs./sq.mblind rivets24.0020.00480.00240.00pcstotal lenght(l.m)kgs./l.m1" conc. Nail560.000.0314.000.50kgs

Paintingceiling area24.00mark1st coating2nd coating3rd coatinggal sayunitFlat latex paint0.804.000.202.00galSemi-gloss Latex0.800.600.401.804.000.454.00galEasytite with hardener0.244.00gallatex color0.122.00litssand paper2.4030.00pcs5,716.80114.34roller brush2.00pcspaint brush5.00pcsstupa rug5.00kg1Acrylic semi-gloss latext paint finish, boysen whitegals10.005.0050.002Flat latex paint boysen whitegals6.005.0030.00Paintingdoor areaERROR:#REF!3Flat wall enamel paintgals2.005.0010.00mark1st coating2nd coating3rd coatinggal/tinsayunit4Q.D.E. Paint Boysengals1.005.005.00QDE paintERROR:#REF!ERROR:#REF!ERROR:#REF!4.00ERROR:#REF!3.00tin5Masonry puttygals1.005.005.00Easytite with hardenerERROR:#REF!4.00gal6Easytite w/ Hardinerltrs2.005.0010.00Paint thinner0.754.00gal7Perlite (patching compound)ltrs10.005.0050.00tinting colorERROR:#REF!1.00lits8Stikwellits1.005.005.00sand paperERROR:#REF!50.00pcs9Sand paperpcs150.005.00750.00roller brushpcs10Paint Rowerpcs2.005.0010.00paint brush8.00pcs11Paint Brushpcs5.005.0025.00stupa rug10.00kg12Paint Thinnergals2.005.0010.0013Consumable like tinting colorslits2.005.0010.00PaintingMetal139.20mark1st coating2nd coating3rd coatinggal/tinsayunitQDE paint4.642.787.424.001.868.00galEasytite with hardener1.393.00galPaint thinner0.465.00galtinting colorlitssand paperpcsroller brushpcspaint brush5.00pcsstupa rug5.00kg

PaintingInterior wallERROR:#REF!mark1st coating2nd coating3rd coatinggal sayunitFlat latex paintERROR:#REF!4.00ERROR:#REF!10.00tinSemi-gloss LatexERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!4.00ERROR:#REF!22.00tinlatex colorERROR:#REF!6.00litssand paperERROR:#REF!330.00pcsroller brush15.00pcspaint brush20.00pcsstupa rug20.00kg

TOILET PARTITIONSMARKLENGTHWIDTHtotal no. of unittotal Area (m)say

Phenolic boardfemale1.501.604.0020.160.201.602.001.340.401.603.004.03male1.501.602.0010.080.201.602.001.340.401.601.001.34urinal partitions0.450.906.005.10total43.41DOORSMARKLENGTHWIDTHtotal no. of unittotal Area (m)say

Phenolic boardfemale0.601.604.008.06male0.601.602.004.03total12.10DECORATIVE STONEMARKLENGTHWIDTHtotal Area (m)sayunit

wall angleArea-19.001.0036.0036.00mArea-21.755.0017.5018.00Area-39.502.0038.0018.00Area-49.501.0019.0019.00917.40Area-59.000.6010.8011.00811.80total102.00224.4025.5026.006.801,953.60ALUM. CLADDING7.00MARKLENGTHWIDTHtotal Area (m)sayunit

wall angleArea-11.5016.0048.0048.00mArea-21.5014.0042.0042.00Area-37.004.0028.0028.00total118.00

ConcreteCONCRETE WORKSMARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)LENGTH (m.)WIDTH (m.)HEIGHT (m.)

C-1F-11.001.000.259.002.252.2522.501.132.2537.002.505.00WF-125.000.300.151.001.131.1311.250.561.1321.001.503.00GB5.000.200.253.000.754.000.200.254.000.801.5513.950.781.5514.001.002.00C-10.250.254.309.002.42C-20.00C-10.002.4225.001.502.5042.002.505.00B-15.000.250.352.000.884.000.250.354.001.40B-25.000.300.401.000.60B-35.000.250.301.000.38B-42.120.200.251.000.113.3630.201.683.3631.002.004.00LB-12.000.200.301.000.120.121.080.060.122.000.100.20CB-11.200.200.302.000.140.141.300.070.142.000.100.20RB-15.000.200.252.000.504.000.200.254.000.80RB-25.000.250.301.000.38RB-35.000.150.251.000.19RB-42.120.150.201.000.061.9317.330.961.9318.001.002.00LB-22.000.150.251.000.080.080.680.040.081.000.050.10CB-21.200.150.252.000.090.090.810.050.091.000.050.10SLAB ON FILL7.004.000.151.004.201.502.500.1251.000.474.6747.002.505.0039.002.505.00SUSPENDED SLAB5.004.000.101.002.005.001.880.101.000.942.122.000.101.000.421.202.000.101.000.243.6032.441.803.60STAIRS3.202.130.131.000.851.209.000.101.001.081.9317.390.971.9339.002.505.00Total23.2625.12251.2012.5625.12say303.0016.0032.00351.00

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

Equip't. rateRate/dayRate/hourRoad Grader7,500.00Payloader7,000.00Road Roller6,500.00Water Truck4,500.00Transit Mixer1,500.00One Bagger Mixer400.00Concrete Cutter400.00Concrete Vibrator250.00Welding Machine450.00Electric grinder150.00Bar cutter200.00

Material CostDescriptionAmountunitPortland Cement225.00/bagsScreened Gravel450.00/cu.mWashed Sand400.00/cu.mAsphalt Sealant110.00/litAssorted Nails75.00/kg16mm Def. bars40.00/kgForm Lumber 2"x5"x12' Coco lumber24.00/bd.ftAggregate Sub-Basecoarse400.00/cu.m#16 G.I. tie wire60.00/kg1/2"x4'x8' Form Plywood560.00/pcAsst. Form lumber24.00/bd.ft6" CHB10.50/pcTile Adhessive190.00/bags16"x16" Ceramic tile85.00/pc16"x16" Outdoor tile65.00/pcTile Grout25.00/kgFlat Latex paint1,810.00/tinSemi-gloss Latex paint2,370.00/tinLatex color120.00/litPatching compound15.00/kgStickwel195.00/litRoller brush100.00/pcPaint brush45.00/pcSandpaper25.00/pcStupa Rag20.00/kgTile Roof Roofing sheet (.5mm thk.)420.00/sq.mRidge roll450.00/pcGutter450.00/pcTekscrew1.75/pcSilicon Sealant150.00/tubeBlind Rivets500.00/boxTouch-up paint150.00/lit1.5mm x 2"x6" CEE purlins650.00/pc1.2mm x 2"x4" CEE purlins397.00/pc1.0mm x 2"x3" CEE purlins400.00/pc10mm Plain Round bar138.00/pc1/4" x 10"x10" Base plate250.00/pcWelding rod1,200.00/box12mm x 10" Anchor bolts w/120.00/pc8"x8" Glazed tile32.00/pc8"x8" Unglazed tile32.00/pcTile trim78.00/pcTile Grout25.00/kg4" Diamond cutter450.00/pc3" PVC pipe460.00/pc3" PVC Elbow 1/4 bend53.00/pc2" Stainless Steel pipe3,250.00/pc3/16"x1" Flat bar235.00/pc3/4"x3/4" Square bar245.00/pcWelding rod/Accessories2,500.00/lot4" Grinding disk65.00/pcWater closets w/ Accessories2,800.00Wall hang lavatory w/ Accessories1,800.00Soap holder250.00Tissue holder250.00Towel holder450.004"x4" Floor drain350.00Ordinary faucet65.00Clean water line pipes and accessories2,000.00Sewer pipe line and accessories3,500.002x40W FL lamp w/ housing1,500.0025W CFL60.004"x4" Pinlight250.00Receptacle 4"50.00Single pole switch120.00Two pole switch165.003-Way switch210.00Main ACB 6-holes1,850.004"x4" Junction box35.002"x4" Utility box35.001/2" PVC pipe x 3.00 mts.61.003.5mm THHN wire3,207.5014mm THHN wire85.841' PVC pipe x 3.00 mts.102.001" Long sweep elbow38.001/2" PVC Long sweep elbow25.001" RSC pipe x 3.00 mts.420.001" Entrance cap65.003-Pole secondary rack285.001" Long sweep elbow (RSC)85.00Electrical tape45.00Hardiflex ceiling board420.00 0.40mm 19mm x 50mm x 5m Double furring channel115.00 0.80mm 12mm x 38mm x 5m Carrying Channel 140.000.40mm 25mm x 25mm x 3mWall angle85.00 W-Clip8.001-1/2" Concrete nail90.00Mesh tape150.00Blind rivets500.00

item 103 EXCAVATIONDETAILED UNIT PRICE ANALYSISEARTHWORKSokEXCAVATION WORKSPROJECT NAME:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter FenceMARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)LENGTH (m.)WIDTH (m.)HEIGHT (m.)

Item No./Description:103Layout and Excavation WorksFOOTING-10.800.801.0068.0043.52Unit of Measurement:cu.m.FOOTING-21.001.001.006.006.00Output per day:18.96cu.m./dayWF222.000.300.551.0036.63Quantity:86.15cu.m.excavationoutputmanpower86.15cu.m.18.96cu.m./day10DesignationNo. PersonNo. of DaysDaily RateAmountTOTAL86.155dayA.Labora.Construction Foreman/Eng'g Assist.15524.002,620.00b.Skilled Laborer25366.003,660.00b.Laborer85317.0012,680.003m. dist. Bet. Postbd.ft.kgs.6pcs. 2" x 4" x 8'32Sub-Total for AP18,960.006pcs. 2" x 3" x 8'24Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount4" C.W.N0.84

B.Equipment222ln.m.N/An:742,368.001,776.0020.72Sub-Total for BP0.00.0C.Total (A+B)18,960.0021,312D.Output per day=18.96cu.m./day444Name and SpecificationsQuantityUnitUnit CostAmount148

E.Materialsa.148 pcs. - 2" x 4" x 8' Coco Lumber1.86259cu.m.8,899.4416,576.018899.43636903592b.148 pcs. - 2" x 3" x 8' Coco Lumber1.39694cu.m.8,899.4412,432.00121.3969424c.4" C.W. Nail21kgs.85.001,785.000.0023597d.Nylon Chord2rolls35.0070.001.39694240.003296365

Sub-Total for EP30,863.01F.Direct Cost (C+E)49,823.01G.Overhead, Contingencies & Miscellaneous12%per D.O. 29 s 20115,978.76H.Contractor's Profit (CP)12%per D.O. 29 s 20115,978.76I.Value Added Tax (VAT)12%per D.O. 29 s 20117,413.66J.Total Cost69,194.20k.Total Unit Cost803.18

item 104DETAILED UNIT PRICE ANALYSISBACKFILL/COMPACTIONokMARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)PROJECT NAME:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter FenceLENGTH (m.)WIDTH (m.)HEIGHT (m.)

F10.800.800.2568.0010.88Item No./Description:104(1)EmbankmentWF-1222.000.300.151.009.99Unit of Measurement:cu.m.222.000.150.551.0018.32Output per day:400.00cu.m./dayF21.001.000.256.001.50Quantity:5,738.00cu.m.embankmentoutputmanpowercolumn0.250.250.7574.003.4742.00cu.m.40cu.m./day10DesignationNo. PersonNo. of DaysDaily RateAmount52cu.m.TOTAL44.150.1dayA.Labora.Construction Foreman/Eng'g Assist.114524.007,336.00Excavation=86.15b.Laborer214366.0010,248.00Backfill/Compaction42.00cu.mAREA:3,060sq.m.h:1.5m.Sub-Total for AP17,584.00volume:4,590cu.m.Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount25% Shrinkage:5,738cu.m.

B.Equipmenta.Motorized Road Grader, G710A11417,384.00243,376.00b. Vibratory Roller (10 m.t.), SP5611412,056.00168,784.00c.Water Truck (1000 gal.)148,520.0034,080.00

Sub-Total for BP446,240.00C.Total (A+B)463,824.00D.Output per day=400.00cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials (25% Shrinkage Factor)a.Filling Materials (loose volume)5,738cu.m.600.003,442,800.00

Note: Use Filling Materials for Backfill and Fill

Sub-Total for EP3,442,800.00F.Direct Cost (C+E)3,906,624.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 2011234,397.44H.Contractor's Profit (CP)8%per D.O. 29 s 2011312,529.92I.Value Added Tax (VAT)5%per D.O. 29 s 2011222,677.57J.Total Cost4,676,228.93k.Total Unit Cost814.96

item 404DETAILED UNIT PRICE ANALYSIS10MM12MM16MMok0.6166.003.700.8886.005.331.5786.009.47PROJECT NAME:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence0.6167.504.620.8887.506.661.5787.5011.840.6169.005.540.8889.007.991.5789.0014.200.61610.506.470.88810.509.321.57810.5016.57Item No./Description:404Reinforcing Steel Bar0.61612.007.390.88812.0010.661.57812.0018.94Unit of Measurement:kgs.REBAR WORKSOutput per day:640.00kgs./daycut, bend & Place of RSBMARKLOCATIONBAR SIZEFOR 1 STRUCTURENO. OF SIMILAR STRUCTURETOTAL NO.OF PCSTOTAL NO. OF COMML LENGTHCOMML LENGTHNO. OF VER/LONG BARNO. OF HOR/TRANS BARTOTAL BAR INTERSECTIONQuantity:5,811.31kgs.qty.outputmanpowerONE BAR LENGTHNUMBER OF PCS 5,811.31kgs.80kgs./day1 steelmanDesignationNo. PersonNo. of DaysDaily RateAmount1 laborerF1top-tranverse160.805.0068.00340.00272.006.0045.3345.331,700.00858.4314.579dayw/ bar cutterbottom-longitudinal160.805.00340.00272.006.00A.Labor& bar benderFooting858.4314.5786a.Construction Foreman/Eng'g Assist.19524.004,716.0016MM858.43b.Skilled Laborer89366.0026,352.00TIE WIRE15.00b.Laborer89317.0022,824.00640WF-1straight bars126.0082.001.0082.00492.006.0082.0055.502,220.00436.9019.00222.00stirrups100.301,110.001,110.00333.006.0056.00206.98Sub-Total for AP53,892.00643.8719.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount12MM436.9010MM206.98B.EquipmentTIE WIRE19.00a.Bar Cutter191,758.0015,822.00C1vertical bar164.004.0068.00272.001,088.006.00181.338,160.001,716.8670.00b. Bar Bender192,812.0025,308.000.00outer ties100.8830.002,040.001,795.206.00299.201,105.84c.Cargo Truck (10T, 270Hp)10.618,816.005,377.76inner ties100.000.000.000.006.000.000.00Sub-Total for BP46,507.7646,507.76C2vertical bar164.004.006.0024.0096.006.0016.00720.00151.496.50C.Total (A+B)100,399.760.00outer ties101.0830.00180.00194.406.0032.40149.69D.Output per day=640.00kgs./dayinner ties100.000.000.000.006.000.000.00Name and SpecificationsQuantityUnitUnit CostAmountC3vertical bar169.008.000.000.000.009.000.0016.000.000.000.000.00outer ties101.200.000.000.006.000.000.00E.Materialsinner ties101.000.000.000.006.000.000.001. Column Footing3,123.8876.5016mm. x 6.00m. Def. Reinforcing Steel858.43kgs.34.7729,847.6816MM1,868.35#16 G.I. Tie-wire15kgs.63.00945.0010MM1,255.53TIE WIRE77.002. Wall FootingsLB-1straight bars125.404.001.004.00888.006.00148.004,440.00788.5440.5012mm. x 6.00m. Def. Reinforcing Steel436.90kgs.40.2117,567.59222.00stirrups100.581,110.001,110.00643.806.00107.30396.5810mm. x 6.00m. Def. Reinforcing Steel206.98kgs.34.907,223.4612MM788.54#16 G.I. Tie-wire19kgs.63.001,197.0010MM396.58TIE WIRE41.003. Columns16mm. x 6.00m. Def. Reinforcing Steel1,868.35kgs.34.7764,962.6010mm. x 6.00m. Def. Reinforcing Steel1,255.53kgs.34.9043,818.04129.13#16 G.I. Tie-wire77kgs.63.004,851.00

4. Lintel Beams12mm. x 6.00m. Def. Reinforcing Steel788.54kgs.40.2131,707.3510mm. x 6.00m. Def. Reinforcing Steel396.58kgs.34.9013,840.67#16 G.I. Tie-wire41kgs.63.002,583.00

Sub-Total for EP218,543.39F.Direct Cost (C+E)318,943.15G.Overhead, Contingencies & Miscellaneous12%per D.O. 29 s 201138,273.18H.Contractor's Profit (CP)12%per D.O. 29 s 201138,273.18I.Value Added Tax (VAT)12%per D.O. 29 s 201147,458.74J.Total Cost442,948.25k.Total Unit Cost76.22

item 405DETAILED UNIT PRICE ANALYSISok

PROJECT NAME:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

Item No./Description:405Structural ConcreteUnit of Measurement:cu.m.CONCRETE WORKSOutput per day:3.50cu.m./dayMARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)Quantity:46.53cu.m.outputmanpowerLENGTH (m.)WIDTH (m.)HEIGHT (m.)cu.m.3.5cu.m./day8laborersDesignationNo. PersonNo. of DaysDaily RateAmount1L.E. OperatorC-1F-10.800.800.2568.0010.8810.88108.805.4410.8813day2MasonA.LaborWF-1222.000.300.151.009.999.9999.905.009.99a.Construction Foreman/Eng'g Assist.113524.006,812.00b.Skilled Laborer313366.0014,274.00C-2F-21.001.000.256.001.501.5015.001.002.00b.Laborer813317.0032,968.00LB222.000.150.201.006.666.6667.003.507.00

Sub-Total for AP54,054.00C-10.250.253.5068.0014.8816.19162.008.5016.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountC-20.250.253.506.001.311.3114.000.701.50C-10.00B.Equipmenta.Concrete Bagger Mixer1131,376.0017,888.00b.Concrete Vibrator1131,191.0015,483.00Sub-Total for BP33,371.0033,371.00C.Total (A+B)87,425.00D.Output per day=3.50cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials1. Column FootingVolume:12.38cu.m.Portland Cement124bags260.0032,240.00Washed Sand6.50cu.m.1,000.006,500.000.37Gravel13cu.m.1,000.0013,000.00100mm. Boulders (bedding)7.50cu.m.1,000.007,500.007.4

2. Wall FootingsVolume:9.99cu.m.Portland Cement100bags260.0026,000.00Washed Sand5cu.m.1,000.005,000.00Gravel10cu.m.1,000.0010,000.00100mm. Boulders (bedding)7cu.m.1,000.007,000.006.66

3. ColumnsVolume:17.50cu.m.Portland Cement176bags260.0045,760.00Washed Sand9.20cu.m.1,000.009,200.00Gravel17.50cu.m.1,000.0017,500.00

4. Lintel BeamVolume:6.66cu.m.Portland Cement67bags260.0017,420.00Washed Sand3.50cu.m.1,000.003,500.00Gravel7cu.m.1,000.007,000.00Sub-Total for EP207,620.00F.Direct Cost (C+E)295,045.00G.Overhead, Contingencies & Miscellaneous12%per D.O. 29 s 201135,405.40H.Contractor's Profit (CP)12%per D.O. 29 s 201135,405.40I.Value Added Tax (VAT)12%per D.O. 29 s 201143,902.70J.Total Cost409,758.50k.Total Unit Cost8,806.33

SPL-2a SETTING OF 100MM CHBDETAILED UNIT PRICE ANALYSISWALLokperimeter wall222.002.801.00621.60sq.m.PROJECT NAME:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fenceless opening23.1023.10Total area598.50sq.m.598.50Item No./Description:SPL - 2aSetting of 100mm. Thk. CHB (fence)Unit of Measurement:sq.m.perimeter wall0.00Output per day:42.00sq.m./day0.00Quantity:598.50sq.m.0.00less opening0.00DesignationNo. PersonNo. of DaysDaily RateAmount4" CHB14sq.m./day1masonTotal area0.0014day2laborersA.LaborNo. of pcs 4 CHB7,481.25say7,482.00pcsa.Construction Foreman/Eng'g Assist.114524.007,336.00b.Skilled Laborer314366.0015,372.00Cement312.45say313.00bagsb.Laborer614317.0026,628.00Sand 26.04say26.00cu.m.Sub-Total for AP49,336.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountVert. Reinforcement1,274.81Hor. Reinforcement1,286.78B.Equipment2,561.58/ 6m =426.9N/Asay427pcs 10mm1,579.90kgs

GI Tie Wire19.15say20.00kgsSub-Total for BP0.00.0C.Total (A+B)49,336.00D.Output per day=42.00sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.100mm. x 200mm. x 400mm. CHB (NLB)7,482pcs.14.00104,748.00b.Washed Sand26cu.m.1,000.0026,000.00c. Portland Cement313bags260.0081,380.00d.10mm. x 6.00m. Def. Reinforcing Steel Bar1,579.90kgs.34.9055,138.5134.8648648649e.#16 G.I. Tie-wire20kgs.63.001,260.00f.Hacksaw Blade8pcs.43.00344.00

Sub-Total for EP268,870.51F.Direct Cost (C+E)318,206.51G.Overhead, Contingencies & Miscellaneous12%per D.O. 29 s 201138,184.78H.Contractor's Profit (CP)12%per D.O. 29 s 201138,184.78I.Value Added Tax (VAT)12%per D.O. 29 s 201147,349.13J.Total Cost441,925.20k.Total Unit Cost738.39 Pag-ibig 500.002,960.00SSS560.009,300.00Witholding Tax1,900.0012,260.009,300.00320.0012,580.0012,580.003,280.009,300.006,900.0010805,820.0011805001000505005001000505005001000505005002525175200375

SPL-2b SETTING OF 150MM CHBDETAILED UNIT PRICE ANALYSISWALLokperimeter wall222.000.401.0088.80sq.m.PROJECT NAME:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fenceless opening0.000.00Total area88.80sq.m.88.80Item No./Description:SPL - 2bSetting of 150mm. Thk. CHB (fence)Unit of Measurement:sq.m.perimeter wall0.00Output per day:30.00sq.m./day0.00Quantity:88.80sq.m.0.00less opening0.00DesignationNo. PersonNo. of DaysDaily RateAmount6" CHB10sq.m./day1masonTotal area0.003day2laborersA.LaborNo. of pcs 6 CHB1,110.00say1,110.00pcsa.Construction Foreman/Eng'g Assist.13524.001,572.00b.Skilled Laborer33366.003,294.00Cement89.95say90.00bagsb.Laborer63317.005,706.00Sand 7.49say7.50cu.m.Sub-Total for AP10,572.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountVert. Reinforcement189.14Hor. Reinforcement190.92B.Equipment380.06/ 6m =63.3N/Asay64pcs 10mm341.12kgs

GI Tie Wire2.84say3.00kgsSub-Total for BP0.00.0C.Total (A+B)10,572.00D.Output per day=30.00sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.150mm. x 200mm. x 400mm. CHB (NLB)1,110pcs.18.5020,535.00b.Washed Sand7.50cu.m.1,000.007,500.00c. Portland Cement90bags260.0023,400.00d.12mm. x 6.00m. Def. Reinforcing Steel Bar341.12kgs.40.2113,716.44e.#16 G.I. Tie-wire3kgs.63.00189.00f.Hacksaw Blade4pcs.43.00172.00

Sub-Total for EP65,512.44F.Direct Cost (C+E)76,084.44G.Overhead, Contingencies & Miscellaneous12%per D.O. 29 s 20119,130.13H.Contractor's Profit (CP)12%per D.O. 29 s 20119,130.13I.Value Added Tax (VAT)12%per D.O. 29 s 201111,321.36J.Total Cost105,666.06k.Total Unit Cost1,189.93 Pag-ibig 500.002,960.00SSS560.009,300.00Witholding Tax1,900.0012,260.009,300.00320.0012,580.0012,580.003,280.009,300.006,900.0010805,820.0011805001000505005001000505005001000505005002525175200375

SPL-3 PLASTERING WORKSDETAILED UNIT PRICE ANALYSISPlasteringokLENGTHWIDTHPROJECT NAME:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fenceperimeter wall222.006.201.001,376.40less opening51.15total area1,325.25Item No./Description:SPL - 3Plastering Works (16mm thk., both faces)1,325.25Unit of Measurement:sq.m.Output per day:48.00sq.m./dayCement254.45say255.00bagsQuantity:1,325.25sq.m.Sand21.20say21.50cu.m.

DesignationNo. PersonNo. of DaysDaily RateAmount12sq.m./day2masons28day2laborersA.Labora.Construction Foreman/Eng'g Assist.128524.0014,672.00b.Skilled Laborer828366.0081,984.00b.Laborer828317.0071,008.00

Sub-Total for AP167,664.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.EquipmentN/A

Sub-Total for BP0.00.0C.Total (A+B)167,664.00D.Output per day=48.00sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.Portland Cement255bags260.0066,300.00b.Sand (for plastering)21.50cu.m.1,800.0038,700.00


SPL-4 FORMS & SCAFFOLDINGDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 4Forms and Scaffolding (fabrication, placing and dismantling)FOR 0.23 CU.M.Unit of Measurement:cu.m.REMARKSvol. (cu.m.)frame bd.ft.# of plywood4" CWN kgs.2" CWN kgs.Output per day:7.00cu.m./daycolumns0.23481.670.720.42Quantity:24.16cu.m.vol:24.16cu.m.FOR 1.00 CU.M.DesignationNo. PersonNo. of DaysDaily RateAmount3.5sq.m./day2carpenterREMARKSvol. (cu.m.)frame bd.ft.# of plywood4" CWN kgs.2" CWN kgs.3day4laborerscolumns1.00208.77.263.13051.82A.Labora.Construction Foreman/Eng'g Assist.13524.001,572.00columns:17.50cu.m.17.5b.Skilled Laborer43366.004,392.00LB:6.66cu.m.REMARKSvol. (cu.m.)frame bd.ft.# of plywood4" CWN kgs.2" CWN kgs.b.Laborer83317.007,608.00columns17.503,652.25127.055532.00

Sub-Total for AP13,572.00FOR 3 USESName and CapacityNo. of UnitsNo. of DaysDaily RateAmountframe bd.ft.# of plywood1,217.0042B.Equipment203pcs. - Coco LumberN/Ainput volume17.517.50REMARKSvol. (cu.m.)verticalhorizontaldiagonalREMARKSvol. (cu.m.)verticalhorizontaldiagonalSub-Total for BP0.0bd.ft.bd.ft.bd.ft.bd.ft.bd.ft.bd.ft.C.Total (A+B)13,572.00column17.50487018262029column1278.26104.35115.96D.Output per day=7.00cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount122pcs. - 2"x4"x 12'974.00E.Materials91pcs. - 2"x3"x8'365.001. Forms122pcs. - 2'x2'x10'406.00203 pcs - 2" x 3" x 12' Coco Lumber1,217bd.ft.21.0025,557.0012mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood42shts.589.0024,738.002" C.W. Nail32kgs.45.001,440.004" C.W. Nail55kgs.42.302,326.50

2. Scaffolding122 pcs. - 2" x 4" x 12' Coco Lumber974bd.ft.21.0020,454.0091 pcs. - 2" x 3" x 8' Coco Lumber365bd.ft.21.007,665.00122 pcs. - 2" x 2' x 10' Coco Lumber406bd.ft.21.008,526.004" C.W. Nail26kgs.42.301,107.20


SPL-5a FAB. & INST. OF SGDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 5aFabrication and Installation of Steel Gate (1.75m. x 6.56m.)Unit of Measurement:sq.m.Output per day:2.30sq.m./dayinput dataQuantity:11.48sq.m.11.4811.48sq.m.111.481DesignationNo. PersonNo. of DaysDaily RateAmount30sq.m./day1carpenterREMARKSarea (sq.m.)frame pcs.10mm. Square bar (pcs.)deco 10mm. Sq. barREMARKSarea (sq.m.)frame pcs.10mm. Square bar (pcs.)deco 10mm. Sq. bar5day1laborerssteel gates11.485.002111steel gates1.000.431.80.96A.Labora.Construction Foreman/Eng'g Assist.15524.002,620.00b.Skilled Laborer15366.001,830.00b.Laborer15317.001,585.00

Sub-Total for AP6,035.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.Welding Machine153,128.0015,640.00b.Angular Grinder15300.001,500.00

Sub-Total for BP17,140.00C.Total (A+B)23,175.00D.Output per day=2.30sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.50mm. x 6.00m. G.I. Pipe, ASTM 53-90A Heavy Duty Standard5pcs.2,850.0014,250.00b.10mm. x 10mm. x 6.00m. Square Bar32pcs.230.007,360.00c.6mm. Thk. x 100mm. x 6.00m. Flat Bar1pc.1,092.001,092.00d.6011 Welding Rod4kgs.140.00560.00e.100mm. Grinding Dics2pcs.94.00188.00f. Hacksaw Blade2pcs.63.00126.00g.25mm. x 6.00m. MS Plain Round Bar1pc.1,365.001,365.00h.32mm. x 6.00m. G.I. Pipe, ASTM 53-90A Heavy Duty Standard1pc.1,747.001,747.00


SPL-5b FAB. & INST. OF SGDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 5bFabrication and Installation of Steel Gate (0.91m. x 1.75m.)Unit of Measurement:sq.m.Output per day:0.795sq.m./dayQuantity:1.59sq.m.1.591DesignationNo. PersonNo. of DaysDaily RateAmount1.59sq.m./day
user: user:for glazed tiles1welderREMARKSarea (sq.m.)frame pcs.10mm. Square bar (pcs.)deco 10mm. Sq. barREMARKSarea (sq.m.)frame pcs.10mm. Square bar (pcs.)deco 10mm. Sq. bar2day1laborerssteel gates1.592.0033steel gates1.000.721.81.51A.Labora.Construction Foreman/Eng'g Assist.12524.001,048.00b.Skilled Laborer12366.00732.00b.Laborer12317.00634.000.7951.59Sub-Total for AP2,414.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.Welding Machine123,128.006,256.00b.Angular Grinder12300.00600.00

Sub-Total for BP6,856.00cr (wall)11.01sq.m.C.Total (A+B)9,270.00A(tiles 20cmx20cm)0.04sq.m.D.Output per day=0.795sq.m./dayn275pcs.Name and SpecificationsQuantityUnitUnit CostAmount304pcs.

E.Materials1a.50mm. x 6.00m. G.I. Pipe, ASTM 53-90A Heavy Duty Standard2pcs.2,850.005,700.001b.10mm. x 10mm. x 6.00m. Square Bar6pcs.230.001,380.003packc.6mm. Thk. x 100mm. x 6.00m. Flat Bar1pc.1,092.001,092.00d.6011 Welding Rod2kgs.140.00280.00e.100mm. Grinding Dics1pc.94.0094.00f. Hacksaw Blade1pc.63.0063.00g.25mm. x 6.00m. MS Plain Round Bar1pc.1,365.001,365.00h.32mm. x 6.00m. G.I. Pipe, ASTM 53-90A Heavy Duty Standard1pc.1,747.001,747.00


SPL-6 PAINTING WORKSDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 6Painting WorksUnit of Measurement:sq.m.Output per day:54.40sq.m./dayQuantity:611.57sq.m.

DesignationNo. PersonNo. of DaysDaily RateAmount54.4sq.m./day
user: user:for glazed tiles2Painter12day2laborersA.Labora.Construction Foreman/Eng'g Assist.112524.006,288.00b.Skilled Laborer212366.008,784.00b.Laborer212317.007,608.000.00Sub-Total for AP22,680.000.0Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount0.000.00B.Equipment0.00first coatingN/A02nd coating

0Sub-Total for BP0.06.12C.Total (A+B)22,680.0040.7715D.Output per day=54.40sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.Concrete Neutralizer5gals.297.001,485.005b.Solvent Based Acrylic Cast15gals.438.006,570.0015c.Solvent Based Acrylic Primer28gals.743.0020,804.0028d.Solvent Based Acrylic Top Coat White48gals.783.0037,584.002820Solvent Based Thermoplastic Acrylic Rasin:e.Raw Sienna (1L/can)4can110.00440.004f.Hansa Yellow (1L/can)4can110.00440.00g.Black (1L/can)4can110.00440.00h.Liquid Tile Venetian Red4can110.00440.00i.Liquid Tile Thalo Blue4can 110.00440.00j.Solvent Based Acrylic Reducer19gals.385.007,315.00k.Metal Primer1gal.427.00427.00l.Body Filler w/ Hardener1liter138.25138.25m.Quick Dry Enamel Color Blue2gals.475.00950.00n.7" Roller Brush w/ Handle5pcs.35.00175.00o.4" Paint Brush5pcs.85.00425.00p.2" Paint Brush5pcs.30.00150.00


Sheet1DETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 6Painting WorksUnit of Measurement:sq.m.Output per day:54.40sq.m./dayQuantity:611.57sq.m.

DesignationNo. PersonNo. of DaysDaily RateAmount54.4sq.m./day
user: user:for glazed tiles2Painter12day2laborersA.Labora.Construction Foreman/Eng'g Assist.112524.006,288.00b.Skilled Laborer212366.008,784.00b.Laborer212317.007,608.000.00Sub-Total for AP22,680.000.0Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount0.000.00B.Equipment0.00first coatingN/A02nd coating

0Sub-Total for BP0.06.12C.Total (A+B)22,680.0040.7715D.Output per day=54.40sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.Concrete Neutralizer5gals.297.001,485.005b.Solvent Based Acrylic Cast15gals.438.006,570.0015c.Solvent Based Acrylic Primer28gals.743.0020,804.0028d.Solvent Based Acrylic Top Coat White48gals.783.0037,584.002820Solvent Based Thermoplastic Acrylic Rasin:e.Raw Sienna (1L/can)4can110.00440.004f.Hansa Yellow (1L/can)4can110.00440.00g.Black (1L/can)4can110.00440.00h.Liquid Tile Venetian Red4can110.00440.00i.Liquid Tile Thalo Blue4can 110.00440.00j.Solvent Based Acrylic Reducer19gals.385.007,315.00k.Metal Primer1gal.427.00427.00l.Body Filler w/ Hardener1liter138.25138.25m.Quick Dry Enamel Color Blue2gals.475.00950.00n.7" Roller Brush w/ Handle5pcs.35.00175.00o.4" Paint Brush5pcs.85.00425.00p.2" Paint Brush5pcs.30.00150.00


Sheet2DETAILED UNIT PRICE ANALYSISBACKFILL/COMPACTIONokMARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)PROJECT NAME:Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Guard HouseLENGTH (m.)WIDTH (m.)HEIGHT (m.)

F10.800.800.2568.0010.88Item No./Description:104(1)EmbankmentWF-1222.000.300.151.009.99Unit of Measurement:cu.m.222.000.150.551.0018.32Output per day:400.00cu.m./dayF21.001.000.256.001.50Quantity:5,738.00cu.m.embankmentoutputmanpowercolumn0.250.250.7574.003.4742.00cu.m.40cu.m./day10DesignationNo. PersonNo. of DaysDaily RateAmount52cu.m.TOTAL44.150.1dayA.Labora.Construction Foreman/Eng'g Assist.114524.007,336.00Excavation=86.15b.Laborer214366.0010,248.00Backfill/Compaction42.00cu.mAREA:3,060sq.m.h:1.5m.Sub-Total for AP17,584.00volume:4,590cu.m.Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount25% Shrinkage:5,738cu.m.

B.Equipmenta.Motorized Road Grader, G710A11417,384.00243,376.00b. Vibratory Roller (10 m.t.), SP5611412,056.00168,784.00c.Water Truck (1000 gal.)148,520.0034,080.00

Sub-Total for BP446,240.00C.Total (A+B)463,824.00D.Output per day=400.00cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials (25% Shrinkage Factor)a.Filling Materials (loose volume)5,738cu.m.600.003,442,800.00

Note: Use Filling Materials for Backfill and Fill

Sub-Total for EP3,442,800.00F.Direct Cost (C+E)3,906,624.00G.Overhead, Contingencies & Miscellaneous6%per D.O. 29 s 2011234,397.44H.Contractor's Profit (CP)8%per D.O. 29 s 2011312,529.92I.Value Added Tax (VAT)5%per D.O. 29 s 2011222,677.57J.Total Cost4,676,228.93k.Total Unit Cost814.96

Documents

Tiao Him - Fill