consolidate of cr & wash counter

Sheet2

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 CompactionQty34.10cu.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 =Php20,182.50/34.10cu.mPhp591.92Total Item Cost =Php591.92x34.10cu.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.m34.10591.9220,182.50

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-125.000.300.551.004.13Septic Tank3.051.652.5012.580.000.00TOTAL25.71

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

Sheet4

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

SPL-1 Clearing and GrubbingDETAILED UNIT PRICE ANALYSISok

PROJECT NAME:REHABILITATION OF COMFORT ROOM & CONSTRUCTION OF 1-UNIT HAND WASHING COUNTER DEATACHED AT GUIWAN ELEMENTARY SCHOOLLocation:Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

Item No./Description:SPL -1Clearing and GrabingUnit of Measurement:sq.m.Output per day:78.18sq.m./dayQuantity:32.00sq.m.excavationoutputmanpowerEARTHWORKSNOTE: For Rehabilitation of Comfort Room25.71cu.m.18.96cu.m./day10EXCAVATION WORKSDesignationNo. PersonNo. of DaysDaily RateAmountMARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)0.4dayLENGTH (m.)WIDTH (m.)HEIGHT (m.)A.Labora.Construction Foreman/Eng'g Assist.10.40524.00209.60C1-F10.800.800.802.001.02b.Skilled Laborer10.40366.00146.40WF-12.780.300.501.000.42b.Laborer20.40317.00253.601.000.621.000.24Sub-Total for AP609.60Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountTOTAL2.30

B.EquipmentN/A

Sub-Total for BP0.00.0C.Total (A+B)609.60D.Output per day=78.18sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN/A8899.4363690313.33333333332800.3912.4812500.4715.040.00235970.950.082.560.03146266670.117985

Sub-Total for EP0.0F.Direct Cost (C+E)609.60G.Overhead, Contingencies & Miscellaneous5%per D.O. 22 s 201530.48H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost640.08k.Total Unit Cost20.00

SPL-2 DEMOLITION WORKSDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 2Demolition WorksUnit of Measurement:sq.m.Output per day:8.00sq.m./dayQuantity:32.00sq.m.excavationoutputmanpowerNOTE: For Rehabilitation of Comfort Room25.71cu.m.5.37sq.m./day10DesignationNo. PersonNo. of DaysDaily RateAmount4dayA.Labora.Construction Foreman/Eng'g Assist.14524.002,096.00b.Skilled Laborer14366.001,464.00b.Laborer24317.002,536.00

Sub-Total for AP6,096.00Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.Equipmenta.Compressor w/ Jack Hammer1110,406.5610,406.56b.Angular Grinder11300.00300.00c.Minor Tools (10% of labor cost)609.60

Sub-Total for BP11,316.1611,316.16C.Total (A+B)17,412.16D.Output per day=8.00sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Activitiesa.Removal of existing dilapidated soil pipe at ground floor comfort room.

b.Removal of existing damaged and non-functioning water closet: 3 sets @ ground floor 3 sets @ second floor

c.Removal of existing damaged PVC Door Jamb and PVC Door 3 sets @ water closet, 1 set main door (ground floor) 3 sets @ water closet, 1 set main door (second floor)

d.Disposal of wastes and debris

Sub-Total for EP0.0F.Direct Cost (C+E)17,412.16G.Overhead, Contingencies & Miscellaneous5%per D.O. 22 s 2015870.61H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost18,282.77k.Total Unit Cost571.34

item 103DETAILED UNIT PRICE ANALYSISok


Item No./Description:103Layout and Excavation WorksUnit of Measurement:cu.m.Output per day:18.96cu.m./dayQuantity:5.21cu.m.excavationoutputmanpowerEARTHWORKSNOTE: For Rehabilitation of Comfort Room & Const. of Hand Washing Counter25.71cu.m.18.96cu.m./day10EXCAVATION WORKSDesignationNo. PersonNo. of DaysDaily RateAmountMARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)0.3dayLENGTH (m.)WIDTH (m.)HEIGHT (m.)A.Labora.Construction Foreman/Eng'g Assist.10.30524.00157.20C1-F10.800.800.802.001.02b.Skilled Laborer40.30366.00439.20WF-12.780.300.501.000.42b.Laborer40.30317.00380.401.000.621.000.24Sub-Total for AP976.80Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountTOTAL2.30

B.EquipmentN/A

Sub-Total for BP0.00.0C.Total (A+B)976.80D.Output per day=18.96cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsN/A8899.4363690313.33333333332800.392.031912500.472.44870.00235970.950.080.41680.03146266670.117985

Sub-Total for EP0.0F.Direct Cost (C+E)976.80G.Overhead, Contingencies & Miscellaneous5%per D.O. 22 s 201548.84H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost1,025.64k.Total Unit Cost196.86



Item No./Description:104EmbankmentUnit of Measurement:cu.m.Output per day:40.00cu.m./dayQuantity:6.00cu.m.embankmentoutputmanpowerEARTHWORKSNOTE: For Rehabilitation of Comfort Room & Const. of Hand Washing Counter1.78cu.m.40cu.m./day10EXCAVATION WORKSDesignationNo. PersonNo. of DaysDaily RateAmount2cu.m.MARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)0.1dayLENGTH (m.)WIDTH (m.)HEIGHT (m.)A.Labora.Construction Foreman/Eng'g Assist.10.15524.0078.60C1-F10.800.800.802.001.02b.Skilled Laborer40.15366.00219.60WF-12.780.300.501.000.42b.Laborer40.15317.00190.201.000.621.000.24Sub-Total for AP488.40Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountTOTAL2.30

B.EquipmentBACKFILL/COMPACTIONa.Plate Compactor10.15984.00147.60MARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)LENGTH (m.)WIDTH (m.)HEIGHT (m.)

Sub-Total for BP147.60F10.800.800.202.000.26C.Total (A+B)636.00WF-12.780.300.281.000.23D.Output per day=40.00cu.m./dayCOLUMN0.200.200.532.000.04Name and SpecificationsQuantityUnitUnit CostAmount

E.Materials (25% Shrinkage Factor)a.Filling Materials (loose volume)6cu.m.380.002,280.00TOTAL0.53

Note: Use Filling Materials for Backfill and FillExcavation=2.30Sub-Total for EP2,280.00Backfill/Compaction1.78cu.mF.Direct Cost (C+E)2,916.00G.Overhead, Contingencies & Miscellaneous5%per D.O. 22 s 2015145.80H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost3,061.80k.Total Unit Cost510.30



Item No./Description:404Reinforcing SteelUnit of Measurement:kgs.Output per day:609.84kgs./dayQuantity:161.14kgs.excavationoutputmanpower10MM12MM16MMNote: For Construction of Hand Washing Counter25.71cu.m.18.96cu.m./day100.6166.003.700.8886.005.331.5786.009.47DesignationNo. PersonNo. of DaysDaily RateAmount0.6167.504.620.8887.506.661.5787.5011.840.3day0.6169.005.540.8889.007.991.5789.0014.20A.Labor0.61610.506.470.88810.509.321.57810.5016.57a.Construction Foreman/Eng'g Assist.10.30524.00157.200.61612.007.390.88812.0010.661.57812.0018.94b.Skilled Laborer100.30366.001,098.00REBAR WORKSb.Laborer60.30317.00570.60MARKLOCATIONBAR 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 PCSSub-Total for AP1,825.80Name and CapacityNo. of UnitsNo. of DaysDaily RateAmountF1top-tranverse120.805.002.0010.008.006.001.331.3350.0014.210.43bottom-longitudinal120.805.0010.008.006.00B.EquipmentFooting14.210.43a.Bar Cutter10.301,758.00527.4012MM14.21b. Bar Bender10.302,812.00843.60TIE WIRE0.50WF-1straight bars126.002.001.002.0012.006.002.001.0030.6710.660.30Sub-Total for BP1,371.001,371.004.60stirrups100.3015.3315.334.606.002.007.39C.Total (A+B)3,196.8018.050.30D.Output per day=609.84kgs./day12MM10.66Name and SpecificationsQuantityUnitUnit CostAmount10MM7.39TIE WIRE0.50E.MaterialsC1vertical bar123.904.002.008.0031.206.005.201.5127.710.001. Column Footing0.00outer ties100.6822.0014.966.002.499.2212mm. x 6.00m. Def. Reinforcing Steel11.37kgs.42.40482.0022642.4015009381inner ties100.000.000.000.006.000.000.00#16 G.I. Tie-wire0.40kg.59.0023.60C2vertical bar0.000.006.000.00ERROR:#REF!0.00ERROR:#REF!ERROR:#REF!outer ties1030.000.000.006.000.000.002. Wall Footingsinner ties100.00ERROR:#REF!ERROR:#REF!ERROR:#REF!6.00ERROR:#REF!0.0012mm. x 6.00m. Def. Reinforcing Steel8.53kgs.42.40361.59C3vertical bar169.008.00ERROR:#REF!ERROR:#REF!ERROR:#REF!9.00ERROR:#REF!16.00ERROR:#REF!0.00ERROR:#REF!10mm. x 6.00m. Def. Reinforcing Steel5.91kgs.32.43191.7312032.4324324324ERROR:#REF!outer ties101.20ERROR:#REF!ERROR:#REF!ERROR:#REF!6.00ERROR:#REF!0.00#16 G.I. Tie-wire0.40kg.59.0023.60inner ties101.00ERROR:#REF!ERROR:#REF!ERROR:#REF!6.00ERROR:#REF!0.0036.92ERROR:#REF!3. Columns12MM27.7112mm. x 6.00m. Def. Reinforcing Steel22.17kgs.42.40939.9210MM9.2210mm. x 6.00m. Def. Reinforcing Steel7.38kgs.32.43239.20129.13119.991TIE WIRE1.51#16 G.I. Tie-wire1.60kgs.59.0094.40

4. Roof Beams12mm. x 6.00m. Def. Reinforcing Steel17.05kgs.42.40722.8421.31210mm. x 6.00m. Def. Reinforcing Steel11.82kgs.32.43383.4514.784#16 G.I. Tie-wire1.20kgs.59.0070.80

5. Brace Beam10mm. x 6.00m. Def. Reinforcing Steel14.78kgs.32.43479.4518.48#16 G.I. Tie-wire0.80kg.59.0047.2059

6. Lintel Beam10mm. x 6.00m. Def. Reinforcing Steel5.92kgs.32.43191.997.4#16 G.I. Tie-wire0.40kg.59.0023.600.2742857143

7. Concrete Lavatory10mm. x 6.00m. Def. Reinforcing Steel26.64kgs.32.43863.9433.3#16 G.I. Tie-wire1.20kg.59.0070.80

8. Floor Slab10mm. x 6.00m. Def. Reinforcing Steel14.78kgs.32.43479.4518.4810mm. x 7.50m. Def. Reinforcing Steel14.78kgs.40.54599.3418.48#16 G.I. Tie-wire0.80kg.59.0047.2067.532.43x40.5375

Sub-Total for EP6,336.09F.Direct Cost (C+E)9,532.89G.Overhead, Contingencies & Miscellaneous5%per D.O. 22 s 2015476.64H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost10,009.53k.Total Unit Cost62.12



Item No./Description:405Structural ConcreteUnit of Measurement:cu.m.Output per day:4.41cu.m./dayQuantity:3.08cu.m.excavationoutputmanpowerCONCRETE WORKSNOTE: For Comfort Room & Hand Washing Counter25.71cu.m.18.96cu.m./day10MARKFOR ONE (1) STRUCTURENO. OF SIMILAR STRUCTURETOTAL VOLUME (m)DesignationNo. PersonNo. of DaysDaily RateAmountLENGTH (m.)WIDTH (m.)HEIGHT (m.)0.7dayA.LaborC-1F-10.800.800.202.000.260.263.000.100.30okFOR COMFORT ROOMa.Construction Foreman/Eng'g Assist.10.10524.0052.40b.Skilled Laborer20.10366.0073.20WF-14.480.300.151.000.200.202.000.100.20okb.Laborer20.10317.0063.40FOR HANDWASH COUNTERa.Construction Foreman/Eng'g Assist.10.70524.00366.80b.Skilled Laborer100.70366.002,562.00b.Laborer60.70317.001,331.40RB2.000.150.202.000.120.121.000.100.15okSub-Total for AP4,449.20BB2.080.150.201.000.060.061.000.030.06okName and CapacityNo. of UnitsNo. of DaysDaily RateAmountC-10.200.203.702.000.302.5726.001.302.57okB.EquipmentSlab3.482.900.2251.002.272.2723.001.202.50oka.Concrete Bagger Mixer10.801,376.001,100.80Lintel Beam2.280.100.301.000.070.343.000.170.34Lavatory2.280.120.270.273.000.140.27Sub-Total for BP1,100.801,100.80C.Total (A+B)5,550.00D.Output per day=4.41cu.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsPortland Cement36bags260.009,360.005.4Washed Sand1.76cu.m.950.001,672.000.27Gravel3.52cu.m.950.003,344.00=Waterproofing (900 grams/pack)2packs33.0066.0012mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood3shts.871.002,613.0019pcs. - 2" x 3" x 10' Coco Lumber76bd.ft.20.001,520.004pcs. - 2" x 3" x 8' Coco Lumber3bd.ft.20.0060.002" C.W. Nail2kgs.84.00189.004" C.W. Nail1kgs.77.0077.00

Sub-Total for EP18,901.00F.Direct Cost (C+E)24,451.00G.Overhead, Contingencies & Miscellaneous5%per D.O. 22 s 20151,222.55H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost25,673.55k.Total Unit Cost8,335.57

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

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

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

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


B.EquipmentN/A

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

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

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

SPL-3 SCAFFOLDING WORKSDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 3Scaffolding WorksUnit of Measurement:sq.m.Output per day:5.20sq.m./dayQuantity:4.46sq.m.NOTE: For Hand Washing Counter21ln.m. capacityDesignationNo. PersonNo. of DaysDaily RateAmount26.000l.m./day
user: user:for glazed tiles2masons0.81day2laborersA.Labora.Construction Foreman/Eng'g Assist.10.86524.00450.64surface area:2.24sq.m.b.Skilled Laborer10.86366.00314.76height:0.35m.b.Laborer10.86317.00272.62# of 4" CHB:28pcs.


B.EquipmentN/A

Sub-Total for BP0.0C.Total (A+B)1,038.02D.Output per day=5.20sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.10pcs. - 2" x 4" x 10' Coco Lumber0.15812cu.m.8,899.441,407.180.158128474.5762711864b.7pcs. - 2" x 3" x 10' Coco Lumber0.08260cu.m.8,899.44735.090.0826c.4" C.W. Nail2kgs.85.00170.00

Sub-Total for EP2,312.27F.Direct Cost (C+E)3,350.29G.Overhead, Contingencies & Miscellaneous5%per D.O. 29 s 2011167.51H.Contractor's Profit (CP)0%per D.O. 29 s 20110.0I.Value Added Tax (VAT)0%per D.O. 29 s 20110.0J.Total Cost3,517.81k.Total Unit Cost788.75

SPL-4 SETTING OF 100MM. CHBDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 4Setting of 100mm. CHBUnit of Measurement:sq.m.Output per day:10.00sq.m./dayQuantity:8.49sq.m.NOTE: For Const. of Hand Washing CounterDesignationNo. PersonNo. of DaysDaily RateAmount4" CHB10sq.m./day1mason1day2laborersA.Labora.Construction Foreman/Eng'g Assist.11524.00524.00b.Skilled Laborer11366.00366.00b.Laborer21317.00634.00


B.EquipmentN/A

Sub-Total for BP0.00.0C.Total (A+B)1,524.00D.Output per day=10.00sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.MaterialsWALL-1WALL-2a.100mm. x 200mm. x 400mm. CHB (NLB)86pcs.14.001,204.00perimeter wall2.601.601.004.16sq.m.perimeter wall2.281.901.004.33sq.m.b.Washed Sand0.32cu.m.950.00304.00less opening0.00less opening0.00c. Portland Cement5bags260.001,300.00Total area4.16sq.m.Total area4.33sq.m.d.10mm. x 6.00m. Def. Reinforcing Steel Bar6pcs.120.00720.004.164.33e.#16 G.I. Tie-wire1kg.59.0059.00f.Hacksaw Blade3pcs.50.00150.00perimeter wall0.00perimeter wall0.000.000.00Sub-Total for EP3,737.000.000.00F.Direct Cost (C+E)5,261.00less opening0.00less opening0.00G.Overhead, Contingencies & Miscellaneous5%per D.O. 22 s 2015263.054" CHB14sq.m./day1masonTotal area0.00Total area0.00H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0ERROR:#DIV/0!day2laborersI.Value Added Tax (VAT)0%per D.O. 22 s 20150.0No. of pcs 4 CHB52.00say52.00pcsNo. of pcs 4 CHB54.15say55.00pcsJ.Total Cost5,524.05k.Total Unit Cost650.50Cement2.17say3.00bagsCement2.30say3.00bags

Sand 0.18say0.20cu.m.Sand 0.19say0.20cu.m.

Vert. Reinforcement8.86Vert. Reinforcement9.23Hor. Reinforcement8.94Hor. Reinforcement9.3117.80/ 6m =318.54/ 6m =3.1say3pcs 10mm11.10kgssay4pcs 10mm14.80kgs

GI Tie Wire0.13say0.10kgsGI Tie Wire0.14say0.10kgs3,280.00(3,280.00)(5,680.00)1080(6,760.00)11805001000505005001000505005001000505005002525175200375

SPL-5 ROOFING WORKSDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 5Roofing WorksUnit of Measurement:sq.m.Output per day:5.37sq.m./dayQuantity:10.09sq.m.excavationoutputmanpowerNOTE: For Const. of Hand Washing Counter25.71cu.m.5.37sq.m./day10DesignationNo. PersonNo. of DaysDaily RateAmount2dayA.Labora.Construction Foreman/Eng'g Assist.12524.001,048.00b.Skilled Laborer62366.004,392.00b.Laborer42317.002,536.00


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

Sub-Total for BP6,856.006,856.00C.Total (A+B)14,832.00D.Output per day=5.37sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials1. Trusses4mm. Thk. x 50mm. x 50mm. x 6.00m. M.S. Angle Bar4pcs.1,130.004,520.006011 Welding Rod0.5kg.144.0072.00

2. Channel Purlins#14 x 50mm. x 75mm. x 6.00m. G.I. C-Purlins4pcs.532.002,128.004mm. Thk. x 50mm. x 50mm. x 6.00m. M.S. Angle Bar (Cleat Angle)1pc.1,130.001,130.0010mm. x 6.00m. Plain Round Bar (Sag Rod)2pcs.175.00350.006011 Welding Rod0.5kg.144.0072.00

3. Fascia Framing and Backing2mm. Thk. x 20mm. x 20mm. x 6.0m. Angle Bar5pcs.526.002,630.006011 Welding Rod0.5kg.144.0072.00

4. Roofing Sheets, Gutters and Ridge Rolls0.4mm. Thk. x 0.40m. x 2.40m. Galvalume Ridge Roll, Pre-painted2pcs.506.001,012.005060.4mm. Thk. x 0.45m. x 3.65m. Galvalume Spanish Flashing, Pre-painted2pcs.802.001,604.003mm. x 10mm. Alum. Blind Rivet80pcs.4.50360.000.4mm. Thk. x 800mm. x 1.83m. Ordinary Corrugated (915) Galvalume Roofing Sheet, Pre-painted7shts.1,574.0011,018.001573.84mm x 38mm Tekscrew (for metal) w/ neoprene washer182pcs.2.00364.00100mm. Grinding Wheel 4pcs.135.00540.00


SPL-6a CEILING JOIST & HANGERSDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 6aCeiling Joist and HangersUnit of Measurement:sq.m.Output per day:16.00sq.m./dayQuantity:8.07sq.m.NOTE: For Const. of Hand Washing CounterDesignationNo. PersonNo. of DaysDaily RateAmount16sq.m./day1carpenter0.5day1laborersA.Labora.Construction Foreman/Eng'g Assist.10.5524.00262.00b.Skilled Laborer10.5366.00183.00b.Laborer10.5317.00158.50

Sub-Total for AP603.50Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.EquipmentN/A


E.Materialsa.25pcs. - 2" x 2" x 8' Mahogany Wood53bd.ft.41.002,173.00b.4" C.W. Nail1kg.85.0085.00

Sub-Total for EP2,258.00F.Direct Cost (C+E)2,861.50G.Overhead, Contingencies & Miscellaneous5%per D.O. 22 s 2015143.08H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost3,004.58k.Total Unit Cost372.15 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-6b Ins. of Ceiling BoardDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 6bInstallation of Ceiling BoardUnit of Measurement:sq.m.Output per day:30.00sq.m./dayQuantity:8.07sq.m.NOTE: For Const. of Hand Washing CounterDesignationNo. PersonNo. of DaysDaily RateAmount30sq.m./day1carpenter0.3day1laborersA.Labora.Construction Foreman/Eng'g Assist.10.30524.00157.20b.Skilled Laborer10.30366.00109.80b.Laborer10.30317.0095.10


B.EquipmentN/A


E.Materialsa.6mm. Thk. x 1.20m. x 2.40m. Marine Plywood3shts.509.001,527.00b.2" Finishing Nails1kg.94.0094.00


SPL-6c Ins. of Fascia BrdDETAILED UNIT PRICE ANALYSISok

REHABILITATION OF COMFORT ROOM & CONSTRUCTION OF 1-UNIT HAND WASHING COUNTER DEATACHED AT GUIWAN ELEMENTARY SCHOOLLocation:Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

Item No./Description:SPL - 6cInstallation of Fascia BoardUnit of Measurement:sq.m.Output per day:30.00sq.m./dayQuantity:9.19sq.m.NOTE: For Const. of Hand Washing CounterDesignationNo. PersonNo. of DaysDaily RateAmount30sq.m./day1carpenter0.3day1laborersA.Labora.Construction Foreman/Eng'g Assist.10.30524.00157.20b.Skilled Laborer10.30366.00109.80b.Laborer10.30317.0095.10


B.Equipmenta.Electric Handrill10.30300.0090.00Minor Tools (10% of Labor Cost)36.00

Sub-Total for BP126.00C.Total (A+B)488.10D.Output per day=30.00sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.12mm. Thk. x 300mm. x 2.40m. Fiber Cement Fascia Board5pcs.352.001,760.00352b.32mm. Long Galvanized/Zinc-coated Fiber Cement Screw40pcs.2.0080.00


SPL-7 PLASTERINGDETAILED UNIT PRICE ANALYSISok

PROJECT NAME:REHABILITATION OF COMFORT ROOM & CONSTRUCTION OF 1-UNIT HAND WASHING COUNTER DEATACHED AT GUIWAN ELEMENTARY SCHOOL14.47Location:Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City2.778240.23152Item No./Description:SPL - 7Plastering Works (16mm. Thk.)Unit of Measurement:sq.m.Output per day:12.00sq.m./dayQuantity:11.58sq.m.NOTE: For Const. of Hand Washing CounterDesignationNo. PersonNo. of DaysDaily RateAmount12sq.m./day
user: user:for glazed tiles2mason1day2laborersA.Labora.Construction Foreman/Eng'g Assist.10.96524.00505.492bagsb.Skilled Laborer20.96366.00706.140cu.m.b.Laborer20.96317.00611.60

Sub-Total for AP1,823.22wall:Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount

B.EquipmentN/A


E.Materialsa.Portland Cement3bags260.00780.00b.Sand (for plastering)0.20cu.m.1,300.00260.00c.6mm. Washed Pebbles2bags473.00946.00

Note: One out of 3 bags of cement will be used on paversSub-Total for EP1,986.00F.Direct Cost (C+E)3,809.22G.Overhead, Contingencies & Miscellaneous5%per D.O. 22 s 2015190.46H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost3,999.68k.Total Unit Cost345.51 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-8 TILE WORKS DETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 8Tile WorksUnit of Measurement:sq.m.Output per day:1.52sq.m./dayQuantity:10.54sq.m.NOTE: For Rehabilitation of Comfort Room & Const. of Hand Washing CounterDesignationNo. PersonNo. of DaysDaily RateAmount1.52sq.m./day
user: user:for glazed tiles1mason4day1laborersA.LaborFOR COMFORT ROOMa.Construction Foreman/Eng'g Assist.14524.002,096.00b.Skilled Laborer14366.001,464.00b.Laborer14317.001,268.00FOR HAND WASHING COUNTERa.Construction Foreman/Eng'g Assist.13.35524.001,755.40b.Skilled Laborer13.35366.001,226.10b.Laborer13.35317.001,061.95


B.Equipmenta.Angular Grinder17.35300.002,205.00

Sub-Total for BP2,205.00Lavatory (wall)6.37sq.m.C.Total (A+B)11,076.45A(tiles 20cmx20cm)0.04sq.m.D.Output per day=1.52sq.m./dayn159pcs.Name and SpecificationsQuantityUnitUnit CostAmount175pcs.

E.Materials1a.200mm. x 200mm. Unglazed Ceramic Floor Tiles290pcs.15.004,350.0015013.6b.Portland Cement2bag260.00520.000.46784pack0.54782c.Tile Adhesive (25kg./bag)2bag253.00506.00d.Tile Grout (2kg./pack)4packs56.00224.001.36e.100mm. Grinding Dics2pcs.94.00188.00f.6mm. x 2.40m. Tile Trim Plain5pcs.40.00200.00

Sub-Total for EP5,988.00F.Direct Cost (C+E)17,064.45G.Overhead, Contingencies & Miscellaneous5%per D.O. 22 s 2015853.22H.Contractor's Profit (CP)0%per D.O. 22 s 20150.0I.Value Added Tax (VAT)0%per D.O. 22 s 20150.0J.Total Cost17,917.67k.Total Unit Cost1,700.61 Pag-ibig 500.002,960.00SSS560.009,300.00Witholding Tax1,900.0012,260.009,300.00320.0012,580.0012,580.003,280.009,300.006,900.0010805,820.0011805001000505005001000505005001000505005002525175200375

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

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

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

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

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

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

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

SPL-9 PLUMBING WORKSDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 9Plumbing WorksUnit of Measurement:fixturesOutput per day:2.00fixtures/dayQuantity:13.00fixturesNOTE: For Rehabilitation of Comfort Room & Const. of Hand Washing Counter21ln.m. capacityDesignationNo. PersonNo. of DaysDaily RateAmount26.000l.m./day
user: user:for glazed tiles2masons0.81day2laborersA.LaborFOR COMFORT ROOMa.Construction Foreman/Eng'g Assist.15524.002,620.00surface area:2.24sq.m.b.Skilled Laborer25366.003,660.00height:0.35m.b.Laborer15317.001,585.00# of 4" CHB:28pcs.FOR HAND WASHING COUNTERa.Construction Foreman/Eng'g Assist.13524.001,572.00b.Skilled Laborer23366.002,196.00b.Laborer13317.00951.00


B.Equipmenta.Portable Electric Handrill18300.002,400.00b.Portable Pipe Threader18500.004,000.00Minor Tools (10% of labor cost)1,258.40

Sub-Total for BP7,658.40C.Total (A+B)20,242.40D.Output per day=2.00fixtures/dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materials1. Fixtures and AccessoriesNote: Replacing existing damaged and non-functioning plumbing fixtures@ 1st Floora.100mm. x 100mm. Stainless Floor Drain w/ Double Strainer1unit269.00269.00b.Siphonic Wasdown Watercloset, Single Flush (Trip Lever), Round-front, Snap-on Ball cock w/ Float rod w/ Flush valve w/ flapper and seat cover3units3,080.009,240.00

@ 2nd Floora.100mm. x 100mm. Stainless Floor Drain w/ Double Strainer2units269.00538.00b.Siphonic Wasdown Watercloset, Single Flush (Trip Lever), Round-front, Snap-on Ball cock w/ Float rod w/ Flush valve w/ flapper and seat cover3units3,080.009,240.00

2. Sanitary PipesNote: Replacing existing dilapidated sanitary pipelines and fittings@ 1st Floora.100mm. x 90o Sanitary PVC Elbow, S-10006pcs.99.00594.00b.100mm. x 100mm. Sanitary PVC Wye, S-10008pcs.159.001,272.00c.100mm. x 50mm. Sanitary PVC Wye, S-10002pcs.78.00156.00d.100mm. x 45o Sanitary PVC Elbow, S-100012pcs.76.00912.00e.100mm. Sanitary PVC Clean Out Adaptor and Plug, S-10003pcs.78.00234.00f.50mm. Sanitary PVC P-Trap, S-10002pcs.102.00204.00g.50mm. x 90o Sanitary PVC Elbow, S-10003pcs.33.0099.00h.50mm. x 45o Sanitary PVC Elbow, S-10002pcs.33.0066.00i.100mm. x 3.00m. Sanitary PVC Pipe, S-100015pcs.693.0010,395.00j.100mm. Sanitary PVC Coupling, S-10003pcs.66.00198.00k.50mm. x 3.00m. Sanitary PVC Pipe, S-10002pcs.260.00520.00l.PVC Pipe Cement Solvent (200cc/can)5can166.00830.00

@ 2nd Floora.50mm. x 3.00m. Sanitary PVC Pipe, S-10001pc.260.00260.00b.50mm. Sanitary PVC P-Trap, S-10001pc.102.00102.00c.50mm. x 90o Sanitary PVC Elbow, S-10002pcs.33.0066.00d.100mm. x 100mm. Sanitary PVC Tee, S-10001pc.178.00178.00e.100mm. x 50mm. Sanitary PVC Wye, S-10001pc.130.00130.00f.100mm. Sanitary PVC Clean Out Adaptor and Plug, S-10001pc.78.0078.00g.100mm. Sanitary PVC Coupling, S-10001pc.66.0066.00h.100mm. x 3.00m. Sanitary PVC Pipe, S-10003pcs.693.002,079.00i.PVC Pipe Cement Solvent (200cc/can)1can166.00166.002pcs.260.00520.00j.50mm. x 45o Sanitary PVC Elbow, S-10002pcs.33.0066.00k.50mm. Sanitary PVC Coupling, S-10001pc.17.0017.00l.PVC Pipe Cement Solvent (200cc/can)2cans166.00332.001pc.66.0066.003. Cold PipeNote: Replacing existing cold waterline pipe at ground floor comfort room to new one (cold waterline pipe is expose to wall and should be fastened with pipe wall fastener)@ 1st Floor12mm. x 6.00m. G.I. Pipe ASTM A53-90A Heavy Gauge Standard6pcs.746.004,476.002412mm. G.I. Coupling, ANSI B16.3 Class 150-Standard9pcs.18.00162.008012mm. x 12mm. G.I. Tee, ANSI B16.3 Class 150-Standrad6pcs.30.00180.0012mm. x 90o G.I. Elbow, ANSI B16.3 Class 150-Standard17pcs.30.00510.0012mm. Plain Bibb Chrome Faucet3pcs.423.231,269.6912mm. G.I. Union Patent, ANSI B16.3 Class 150-Standard1pc.97.0097.0019mm. Teflon Tape8rolls31.00248.00Pipe Clamp80pcs.10.00800.00#14 x 1 1/2" Tox w/ Screw (10pcs./pack)8packs44.00352.00

@ 2nd Floor12mm. Plain Bibb Chrome Faucet2pcs.423.23846.46

FOR HAND WASHING COUNTER1. Fixtures and Accessories100mm. x 100mm. Stainless Floor Drain w/ Double Strainer4units269.001,076.00

2. Sanitary Pipes100mm. x 50mm. Sanitary PVC Tee, S-10002pcs.116.00232.00100mm. x 3.00m. Sanitary PVC Pipe, S-10001pc.693.00693.0050mm. x 3.00m. Sanitary PVC Pipe, S-10002pcs.260.00520.00100mm. Sanitary PVC Coupling, S-10001pc.66.0066.0050mm. Sanitary PVC P-Trap, S-10004pcs.102.00408.0050mm. x 50mm. Sanitary PVC Tee, S-10002pcs.46.0092.0050mm. x 90o Sanitary PVC Elbow, S-10002pcs.33.0066.00100mm. x 45o Sanitary PVC Elbow, S-10001pcs.76.0076.00100mm. Sanitary PVC Clean Out Adaptor and Plug, S-10001pc.78.0078.00PVC Pipe Cement Solvent (200cc/can)3cans166.00498.00

3. Cold Pipe12mm. x 90o G.I. Elbow, ANSI B16.3 Class 150-Standard2pcs.23.0046.0012mm. x 12mm. G.I. Tee, ANSI B16.3 Class 150-Standrad8pcs.30.00240.0012mm. G.I. Union Patent, ANSI B16.3 Class 150-Standard1pc.97.0097.0012mm. Water Meter Stand Set1pc.1,675.001,675.0012mm. x 6.00m. G.I. Pipe ASTM A53-90A Heavy Gauge Standard2pcs.746.001,492.0012mm. G.I. Coupling, ANSI B16.3 Class 150-Standard8pcs.18.00144.0012mm. G.I. Cap, ANSI B16.3 Class 150-Standard1pc.11.0011.0012mm. Faucet - Plain Bibb6pcs.359.002,154.0019mm. Teflon Tape5rolls31.00155.00


SPL-10 PAINTING WORKSDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 10Painting WorksUnit of Measurement:sq.m.Output per day:54.40sq.m./dayQuantity:19.74sq.m.NOTE: For Const. of Hand Washing CounterDesignationNo. PersonNo. of DaysDaily RateAmount54.4sq.m./day
user: user:for glazed tiles2Painter0.4day2laborersA.Laborside wall:1.42sq.m.a.Construction Foreman/Eng'g Assist.10.36524.00190.148.07sq.m. - ceilingb.Skilled Laborer20.36366.00265.6211.58cu.m. - wall (interior & exterior)b.Laborer10.36317.00115.033.60sq.m. - fascia board0.39Sub-Total for AP570.790.10Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount0.391.06B.Equipment1.16first coatingN/A0.66427428572nd coating

0.196496Sub-Total for BP0.00.20C.Total (A+B)570.791.316D.Output per day=54.40sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.Concrete Neutralizer1gal.297.00297.0011.5828.88b.Solvent Based Acrylic Cast1gal.438.00438.001c.Solvent Based Acrylic Primer2gals.743.001,486.001.1213454545d.Solvent Based Acrylic Top Coat White4gals.783.003,132.001.12134545450.986784Solvent Based Thermoplastic Acrylic Rasin:e.Raw Sienna (1L/can)1can110.00110.00f.Hansa Yellow (1L/can)1can110.00110.00g.Black (1L/can)1can110.00110.00h.Liquid Tile Venetian Red1can110.00110.00i.Liquid Tile Thalo Blue1can 110.00110.00j.Body Filler w/ Hardener1gal.554.00554.00k.Solvent Based Acrylic Reducer2gals.385.00770.00l.#120 Sand Paper8pcs.16.00128.00m.#150 Sand Paper8pcs.16.00128.00n.7" Roller Brush w/ Handle1pcs.35.0035.00o.4" Paint Brush2pcs.85.00170.00p.2" Paint Brush2pcs.30.0060.00


SPL-11 WALL SIDINGDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 11Wall Siding InstallationUnit of Measurement:sq.m.Output per day:54.40sq.m./dayQuantity:1.42sq.m.

DesignationNo. PersonNo. of DaysDaily RateAmount54.4sq.m./day
user: user:for glazed tiles2Painter0.03day2laborersA.Labora.Construction Foreman/Eng'g Assist.10.03524.0015.728.07sq.m. - ceilingb.Skilled Laborer10.03366.0010.9816.98cu.m. - wall (interior & exterior)b.Laborer10.03317.009.514.32sq.m. - fascia board0.57Sub-Total for AP36.210.14Name and CapacityNo. of UnitsNo. of DaysDaily RateAmount0.571.34B.Equipment1.47first coatingN/A0.83915714292nd coating

0.2505Sub-Total for BP0.00.01C.Total (A+B)36.210.0946666667D.Output per day=54.40sq.m./dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.6mm. Thk. x 1.20m. x 2.40m. Marine Plywood1sht.509.00509.00b.6pcs. - 2" x 2" x 8' Mahogany Wood16bd.ft.41.00656.00c.4" C.W. Nail0.25kg.85.0021.25


SPL -12 GLASS JALOUSIE WINDOWDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 12Supply and Installation of 5.5mm thk. Glass Jalousie WindowUnit of Measurement:sq.m.Output per day:1.36sq.m./dayQuantity:2.72sq.m.NOTE: For Rehabilitation of Comfort Room21ln.m. capacityDesignationNo. PersonNo. of DaysDaily RateAmount26.000l.m./day
user: user:for glazed tiles2masons0.81day2laborersA.Labora.Construction Foreman/Eng'g Assist.12524.001,048.00surface area:2.24sq.m.height:0.35m.# of 4" CHB:28pcs.


B.EquipmentN/A


E.Materialsa.550mm x 550mm, 5.5mm thk.Clear Glass Jalousie Window w/ Aluminum Holder9sets683.886,154.92

Note: Include labor and equipment needed for installation.

Sub-Total for EP6,154.92F.Direct Cost (C+E)7,202.92G.Overhead, Contingencies & Miscellaneous5%per D.O. 29 s 2011360.15H.Contractor's Profit (CP)0%per D.O. 29 s 20110.0I.Value Added Tax (VAT)0%per D.O. 29 s 20110.0J.Total Cost7,563.07k.Total Unit Cost2,777.99

SPL-13 DOORSDETAILED UNIT PRICE ANALYSISok


Item No./Description:SPL - 13Installation of PVC Jamb and Doors (main door and at water closet)Unit of Measurement:setsOutput per day:2.00sets/dayQuantity:10.00setsNOTE: For Const. of Hand Washing Counter21ln.m. capacityDesignationNo. PersonNo. of DaysDaily RateAmount26.000l.m./day
user: user:for glazed tiles2masons0.81day2laborersA.Labora.Construction Foreman/Eng'g Assist.15524.002,620.00surface area:2.24sq.m.b.Skilled Laborer15366.001,830.00height:0.35m.b.Laborer15317.001,585.00# of 4" CHB:28pcs.


B.EquipmentN/A

Sub-Total for BP0.0C.Total (A+B)6,035.00D.Output per day=2.00sets/dayName and SpecificationsQuantityUnitUnit CostAmount

E.Materialsa.0.60m. x 2.10m. PVC Doors w/ PVC Jamb and complete accessories 10sets2,530.0025,300.00b.Bathroom Lockset2sets824.731,649.46


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

GANTT CHARTPROJECT :REHABILITATION OF COMFORT ROOM & CONSTRUCTION OF 1-UNIT HAND WASHING COUNTER DEATACHED AT GUIWAN ELEMENTARY SCHOOLLocation :Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga CityProject Cost :Php275,916.19Project Duration :Fourty (40) Calendar DaysManpower Requirements:7 Manpower (1-Construction Foreman/Eng'g Assist., 2-Laborers and 4-Skilled Laborers)

Work ItemAmounts% PerfectedC A L E N D A R D A Y S12345678910111213141516171819202122232425262728293031323334353637383940Mobilization/DemobilizationPhP2,602.980.94%SPL -1Clearing and GrabingPhP640.080.23%SPL - 2Demolition WorksPhP18,282.776.63%ITEM 103Layout and Excavation WorksPhP1,025.640.37%ITEM 104EmbankmentPhP3,061.801.11%ITEM 404Reinforcing SteelPhP10,009.533.63%ITEM 405Structural ConcretePhP25,673.559.30%SPL - 3Scaffolding WorksPhP3,517.801.27%SPL - 4Setting of 100mm. CHBPhP5,524.052.00%SPL - 5Roofing WorksPhP42,739.2015.49%SPL - 6aCeiling Joist and HangersPhP3,004.581.09%SPL - 6bInstallation of Ceiling BoardPhP2,082.260.75%SPL - 6cInstallation of Fascia BoardPhP2,444.510.89%SPL - 7Plastering Works (16mm. Thk.)PhP3,999.681.45%SPL - 8Tile WorksPhP17,917.676.49%SPL - 9Plumbing WorksPhP81,175.0329.42%SPL - 10Painting WorksPhP8,734.733.17%SPL - 11Wall Siding InstallationPhP1,283.580.47%SPL - 12Supply and Installation of 5.5mm thk. Glass Jalousie WindowPhP7,563.072.74%SPL - 13Installation of PVC Jamb and Doors (main door and at water closet)PhP34,633.6812.55%TOTAL PROJECT COSTPhp275,916.19100%CASH OUTLAY REQUIREMENTPhp275,916.19TARGETED COMPLETION THIS PERIOD100.00%COMMULATIVE COMPLETION TO DATE100.00%

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

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

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

Work ItemmanpowerdaysC A L E N D A R D A Y S1234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950

a. Supervision1-EA48111111111111111111111111111111111111111111111111b. Temfacil2-C, 4-L6666666

1a. Mobilization/Hauling of Materials4-L14444444444444442b. Demolition Works2-C, 4-M, 4-STL, 10-L8888881414143c. Diversion Works2-C, 4-M, 4-STL, 10-L10141818181822222222224d. Concreting Works2-C, 4-M, 4-STL, 10-L28121212121212121212121212121212121212121212121212222222225e. Scaffolding Works2-C142222222222222222222222226f. Rebar Works4-STL, 4-L30124444444448888888888888888888888887g. Demobilization2-C, 4-M, 4-STL, 10-L122232323232323232323232323232323232323232323232323232323232323232323232323232323232323232323232323001-EA2-C, 4-L

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

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

REHABILITATION OF COMFORT ROOM & CONSTRUCTION OF 1-UNIT HAND WASHING COUNTER DEATACHED AT GUIWAN ELEMENTARY SCHOOLGuiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga CityStations : Length : Contract Duration:Fourty (40) Calendar DaysDESCRIPTIONQUA

consolidate of cr & wash counter

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