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 CompactionQty52.13cu.mA. LABOR COST1Project Engineer@Php600.00/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 =Php20,182.50/52.13cu.mPhp387.15Total Item Cost =Php387.15x52.13cu.mPhp20,182.50

III.CONCRETE WORKSQty30.22cu.mA.MATERIAL COST302.15303.0bagsPortland Cement@Php225.00/bagPhp68,175.0032.0cu.mScreened GravelPhp400.00/cu.mPhp12,800.0016.0cu.mWashed SandPhp450.00/cu.mPhp7,200.00Php88,175.00B.LABOR COST1.0Project Engineer@Php600.00/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

plus:7% OCMPhp8,580.258% CPPhp9,806.0012% VATPhp14,709.00Php140,961.25

Unit Cost =Php140,961.25/30.22cu.mPhp4,665.27Total Item Cost =Php4,665.27x30.22cu.mPhp140,961.25

IV.REINFORCE STEEL BARSQty4,171.30kgsA.MATERIAL COST2,157.6kgs16mm Def. barsPhp40.00/kgPhp86,302.10381.9kgs12mm Def. barsPhp40.00/kgPhp15,276.321,631.8kgs10mm Def. barsPhp40.00/kgPhp65,273.7675.2kgs# 16 G.I. tie wirePhp60.00/kgPhp4,510.08Php171,362.26B.LABOR COST1.0Project Engineer@Php600.00/dayPhp600.001.0Construction ForemanPhp450.00/dayPhp450.004.0SteelmanPhp300.00/dayPhp1,200.009.0Laborer Php250.00/dayPhp2,250.00Php4,500.00Php4,500.00x12.0daysPhp54,000.000.3151218972C.EQUIPMENT EXPENSES (RENTAL)1unitBar cutterPhp200.00/dayPhp200.00Php200.00Php200.00x12.0daysPhp2,400.00

S U M M A R YA. MATERIAL COSTPhp171,362.26B. LABOR COSTPhp54,000.00C. EQUIPMENT EXPENSES (RENTAL)Php2,400.00Php227,762.26

plus:7% OCMPhp15,943.368% CPPhp18,220.9812% VATPhp27,331.47Php261,926.60

Unit Cost =Php261,926.60/4,171.30kgsPhp62.79Total Item Cost =Php62.79x4,171.30kgsPhp261,926.60

V.FORMS AND SCAFFOLDINGSQty1.00lotA.MATERIAL COST25.0pcs1/2"x4'x8' Form Plywood@Php560.00/pcPhp14,000.004,000.0bd.ftAsst. Form lumber@Php24.00/bd.ftPhp96,000.0080.0kgsAsst. CWNail@Php75.00/kgPhp6,000.0020.0bd.ft# 16 G.I. tie wire@Php60.00/kgPhp1,200.00Php117,200.00B.LABOR COST1Project Engineer@Php600.00/dayPhp600.001Construction Foreman@Php450.00/dayPhp450.004Carpenter@Php375.00/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

plus:7% OCMPhp10,976.008% CPPhp12,544.0012% VATPhp18,816.00Php180,320.00

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 Cement@Php225.00/bagPhp78,750.0029.0cu.mWashed sand@Php400.00/cu.mPhp11,600.002,450.0pcs5" CHB@Php10.50/pcPhp25,725.00518.0kgs10mm Def. bars@Php40.00/kgPhp20,720.006.0bd.ft# 16 G.I. tie wire@Php60.00/kgPhp360.00Php137,155.00

B.LABOR COST1Project Engineer@Php600.00/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

A. MATERIAL COSTPhp137,155.00B. LABOR COSTPhp48,600.00Php185,755.00

plus:7% OCMPhp13,002.858% CPPhp14,860.4012% VATPhp22,290.60Php213,618.25

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 Adhessive@Php190.00/bagPhp2,850.0012.5013.00803.0cu.mWashed sand@Php400.00/cu.mPhp1,200.0020.0020.002602.44.0pc 4" Diamond cutter@Php450.00/pcPhp1,800.0014.7015.0082.4428.0pcs16"x16" Granite tile@Php85.00/pcPhp36,380.0060.0pcs16"x16" Outdoor tile@Php65.00/pcPhp3,900.0012.5013.0019526.2520.0kgsTile Grout@Php25.00/kgPhp500.005.005.00Php46,630.005.336.0060

B.LABOR COST1Project Engineer@Php600.00/dayPhp600.001Construction Foreman@Php450.00/dayPhp450.003Mason@Php375.00/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

plus:7% OCMPhp4,427.858% CPPhp5,060.4012% VATPhp7,590.60Php72,743.25

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 board@Php420.00/pcPhp6,720.0012.5013.0048.0pcs 0.40mm 19mm x 50mm x 5m@Php115.00/pcPhp5,520.0020.0020.00 Double furring channel8.0pcs 0.80mm 12mm x 38mm x 5m@Php140.00/pcPhp1,120.0014.7015.00 Carrying Channel 15.0pcs0.40mm 25mm x 25mm x 3m@Php85.00/pcPhp1,275.00Wall angle290.0pcs W-Clip@Php8.00/pcPhp2,320.0012.5013.0035.4253.131.0kgs1-1/2" Concrete nail@Php90.00/kgPhp90.005.005.0017.712.0pcs4" Diamond grinding disc@Php65.00/pcPhp130.002.0boxBlind rivets@Php500.00/boxPhp1,000.005.005.00800.0bd.ftAsst. Form lumber (Scaffoldings)@Php24.00/bd.ftPhp19,200.00Php37,375.005.336.00B.LABOR COST1Project Engineer@Php600.00/dayPhp600.001Construction Foreman@Php450.00/dayPhp450.003Carpenter@Php375.00/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

plus:7% OCMPhp3,605.008% CPPhp4,120.0012% VATPhp6,180.00Php59,225.00

Unit Cost =Php59,225.00/82.40sq.mPhp718.75Total Item Cost =Php718.75x82.40sq.mPhp59,225.00

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 Engineer@Php600.00/dayPhp600.001Construction Foreman@Php450.00/dayPhp450.001Carpenter@Php375.00/dayPhp375.001Welder@Php375.00/dayPhp375.001Glass Installer@Php300.00/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

plus:7% OCMPhp2,394.008% CPPhp2,736.0012% VATPhp4,104.00Php39,330.00

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 color@Php120.00/litPhp480.004.0gal.Masonry putty@Php15.00/galPhp60.0020.0kgsPatching compound@Php15.00/litPhp300.008.0litsStickwel@Php195.00/litPhp1,560.007.0pcsRoller brush@Php100.00/pcPhp700.00

17.0pcsPaint brush@Php45.00/pcPhp765.00100.0pcsSandpaper@Php25.00/pcPhp2,500.0015.0pcsStupa Rag@Php20.00/kgPhp300.00Php39,415.00B.LABOR COST1Project Engineer@Php600.00/dayPhp600.001Construction Foreman@Php450.00/dayPhp450.003Painter@Php350.00/dayPhp1,050.004Laborer @Php250.00/dayPhp1,000.00Php3,100.00Php3,100.00x5.0dayPhp15,500.000.3932513003

S U M M A R Y

A. MATERIAL COSTPhp39,415.00B. LABOR COSTPhp15,500.00Php54,915.00

plus:7% OCMPhp3,844.058% CPPhp4,393.2012% VATPhp6,589.80Php63,152.25

Unit Cost =Php63,152.25/460.08sq.mPhp137.26Total Item Cost =Php137.26x460.08sq.mPhp63,152.25

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 purlins@Php397.00/pcPhp4,764.0016.5735.0pcs10mm Plain Round bar@Php138.00/pcPhp690.009.949.0pcs1/4" x 10"x10" Base plate@Php250.00/pcPhp2,250.006.623.0boxWelding rod@Php1,200.00/boxPhp3,600.0036.0pcs12mm x 10" Anchor bolts w/3.31Nut and washer@Php120.00/pcPhp4,320.001Php30,574.0037.446.24

B.LABOR COST1Project Engineer@Php600.00/dayPhp600.001Construction Foreman@Php450.00/dayPhp450.002Welder@Php375.00/dayPhp750.002Laborer @Php250.00/dayPhp500.00Php2,300.00Php2,300.00x4.0dayPhp9,200.000.3009092693

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

S U M M A R YA. MATERIAL COSTPhp30,574.00B. LABOR COSTPhp9,200.00C. EQUIPMENT EXPENSES (RENTAL)Php1,800.00Php41,574.00

plus:7% OCMPhp2,910.188% CPPhp3,325.9212% VATPhp4,988.88Php47,810.10

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 flashing@Php450.00/pcPhp2,250.005.0pcs3" PVC pipe@Php460.00/pcPhp2,300.006.0pcs3" PVC Elbow 1/4 bend@Php53.00/pcPhp318.003.0pcsGutter@Php450.00/pcPhp1,350.00300.0pcsTekscrew@Php1.75/pcPhp525.004.0tubeSilicon Sealant@Php150.00/tubePhp600.001.0boxBlind Rivets@Php500.00/boxPhp500.00Php50,038.00B.LABOR COST1Project Engineer@Php600.00/dayPhp600.001Construction Foreman@Php450.00/dayPhp450.003Roof Installer@Php350.00/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

plus:7% OCMPhp4,370.668% CPPhp4,995.0412% VATPhp7,492.56Php71,803.70

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 bar@Php235.00/pcPhp940.0016.578.33333333332715.0pcs3/4"x3/4" Square bar@Php245.00/pcPhp3,675.0013.2591.0lotWelding rod/Accessories@Php3,000.00/lotPhp3,000.009.942.0pc4" Grinding disk@Php65.00/pcPhp130.006.62Php20,745.0046.387.73B.LABOR COST1Project Engineer@Php600.00/dayPhp600.001Construction Foreman@Php450.00/dayPhp450.001Welder@Php375.00/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

plus:7% OCMPhp2,003.408% CPPhp2,289.6012% VATPhp3,434.40Php32,913.00

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 CFL@Php60.00/setPhp300.0016.578.3333333333275.0sets4"x4" Pinlight@Php250.00/setPhp1,250.0013.2596.0pcsReceptacle 4"@Php50.00/pcPhp300.0013.2532.0setsSingle pole switch@Php120.00/setPhp240.0013.2513.0setsTwo pole switch@Php165.00/setPhp495.002.0sets3-Way switch@Php210.00/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 box@Php35.00/pcPhp385.0015.0pcs2"x4" Utility box@Php35.00/pcPhp525.0034.0pcs1/2" PVC pipe x 3.00 mts.@Php61.00/pcPhp2,074.002.0rolls3.5mm THHN wire@Php3,207.50/rollPhp6,415.0020.0mts14mm THHN wire@Php85.84/mtPhp1,716.804.0pcs1' PVC pipe x 3.00 mts.@Php102.00/pcPhp408.002.0pcs1" Long sweep elbow@Php38.00/pcPhp76.0022.0pcs1/2" PVC Long sweep elbow@Php25.00/pcPhp550.001.0pc1" RSC pipe x 3.00 mts.@Php420.00/pcPhp420.001.0sets1" Entrance cap@Php65.00/setPhp65.001.0set 3-Pole secondary rack@Php285.00/setPhp285.001.0pc1" Long sweep elbow (RSC)@Php85.00/pcPhp85.0010.0rollsElectrical tape@Php45.00/rollPhp450.00Php27,309.8096.0716.0116666667B.LABOR COST1Project Engineer@Php600.00/dayPhp600.001Construction Foreman@Php450.00/dayPhp450.001Electrician@Php325.00/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

plus:7% OCMPhp2,548.698% CPPhp2,912.7812% VATPhp4,369.18Php41,871.27

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

TOTAL CONSTRUCTION COSTPhp1,355,857.17

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.m52.13387.1520,182.50

III.CONCRETE WORKScu.m30.224,665.27140,961.25

IVREINFORCE STEEL BARSkgs4,171.3062.79261,926.60

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 COST1,355,857.17

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

F-11.501.501.506.0020.255.00FTB5.000.251.103.004.1316.674.000.251.104.004.4013.33GB5.000.200.253.000.7516.674.000.200.254.000.8013.33TOTAL30.33

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

F-11.501.500.306.004.055.00FTB5.000.250.303.001.1316.674.000.250.304.001.2013.33GB5.000.200.253.000.754.000.200.254.000.80COLUMN0.300.301.106.000.591.00TOTAL8.52

Excavation=30.33Backfill/Compaction21.81cu.m

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

F-11.501.500.106.001.35FTB5.000.250.103.000.384.000.250.104.000.40GB5.000.200.103.000.304.000.200.104.000.32Area-18.005.000.101.004.00Area-22.001.200.101.000.24TOTAL6.99

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-tranverse161.508.006.0048.0072.006.0012.0012.00384.00227.232.17bottom-longitudinal121.508.0048.0072.006.00Footing227.232.178616MM227.23TIE WIRE2.17C1vertical bar169.008.002.0016.00144.009.0016.0016.001,593.60227.239.028.30outer ties101.2049.8099.60119.526.0019.9220.0073.92inner ties101.0049.8099.6099.606.0016.6017.0062.83C2vertical bar169.008.002.0016.00144.009.0016.0016.001,622.40227.239.188.45outer ties101.2050.70101.40121.686.0020.2821.0077.62inner ties101.0050.70101.40101.406.0016.9017.0062.83C3vertical bar169.008.002.0016.00144.009.0016.0016.001,653.12227.239.368.61outer ties101.2051.66103.32123.986.0020.6621.0077.62inner ties101.0051.66103.32103.326.0017.2218.0066.531,103.0427.5616MM681.7010MM421.34TIE WIRE27.56FTB straight bars166.006.003.0018.00108.006.0018.0018.00648.00170.423.675.00stirrups101.1036.00108.00118.806.0019.8020.0073.92FTB straight bars164.506.004.0024.00108.009.0012.0012.00648.00170.423.674.00stirrups101.2027.00108.00129.606.0021.6022.0081.31496.087.3416MM340.8510MM155.23TIE WIRE7.34GBstraight 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 FILLlongitudinal108.0020.001.0020.00100.005.6017.8618.00250.0066.531.42cross section105.0012.5012.50100.006.0016.6717.0062.83SUSPENDED 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)108.0026.6726.67133.335.6023.8124.0088.70578.027.0112MM101.2318.9910MM476.78128.86TIE WIRE7.01ERROR:#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.)

F-11.501.500.306.004.054.0536.452.034.0537.002.505.00FTB5.000.250.303.001.134.000.250.304.001.202.3320.931.162.3321.001.503.00GB5.000.200.253.000.754.000.200.254.000.801.5513.950.781.5514.001.002.00C-10.300.308.302.001.49C-20.300.308.452.001.52C-10.300.308.612.001.554.5641.082.284.5642.002.505.00B-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 FILL8.005.000.101.004.001.202.000.101.000.244.2438.162.124.2439.002.505.00SUSPENDED SLAB5.004.000.101.002.005.001.880.101.000.942.122.000.101.000.421.202.000.101.000.243.6032.441.803.60STAIRS3.202.130.131.000.851.209.000.101.001.081.9317.390.971.9339.002.505.00Total27.9830.22302.1515.1130.22say303.0016.0032.00351.00

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