cost estimateMATERIALS TAKE- OFF AND COST ESTIMATESPROJECT : CONSTRUCTION OFLOCATION :ITEMDESCRIPTIONQTY.UNITMATERIAL COSTLABOR COSTTOTALNO.UNITTOTALUNITTOTALITEM COSTI.GENERAL REQUIREMENTS1.1 Mobilization / Demobilization1lot0.000.00(Inc. temporary facilities such as field office,bodega, cleaning and moving outincluding temporary connections forwater and electricity)1.2 Construction Safety1lot0.000.00Total Cost of General Requirements0.000.00II.SITE WORKS2.1 Site Clearing and Grubbing748sq.m.(removal of structures & obstruction incl.trees and stumps)Equipment Requirement :1 - Backhoe2eq.d.0.001 - Chainsaw3eq.d.0.00Manpower Requirement :1 - Project Engineer3md.0.001 - Foreman3md.0.004 - Laborer12md.0.00Total Cost of Site Clearing and Grubbing0.000.002.2 Soil Poisoning748sq.m.0.002.3 Excavation incl. disposal of waste1876.22cu.m.*** 70cu.m./4hrs.Equipment Requirement :1 - Payloader/Backhoe18eq.d.0.002 - Dumptrack36eq.d.0.00Manpower Requirement :1 - Project Engineer18md.0.001 - Foreman18md.0.004 - Laborer72md.0.00Total Cost of Excavation incl. disposal of waste0.000.002.4 Backfilling and Compaction1886.02cu.m.Material RequirementsEarthfill1886.02cu.m.350.00Equipment Requirement1 - Baby Roller / Plate Compactor15eq.d.0.001 - Payloader10eq.d.0.00Manpower Requirement1 - Project Engineer15md.0.001 - Foreman15md.0.008 - Laborer120md.0.00Total Cost of Backfilling and Compaction0.000.000.000.02.5 Gravel Base Coarse142.56cu.m.Material RequirementsGravel142.56cu.m.800.00Equipment Requirement :1 - Backhoe6eq.d.0.000.0Manpower Requirement1 - Project Engineer6md.0.001 - Foreman6md.0.008 - Laborer48md.0.000.00Total Cost of Gravel Base Coarse0.000.000.000.0Total Cost of Site Works0.000.000.000.0III.FORMWORKS & SCAFFOLDS748sq.m.184 - 2 x 4 x 10 coco lumber1226.6666666667bd.ft.0.00328 - 2 x 4 x 8 coco lumber1749.3333333333bd.ft.0.001547 - 2 x 3 x 10 coco lumber7735bd.ft.0.001722 - 2 x 3 x 8 coco lumber6,888bd.ft.0.005mm x 4 x 8 Ordinary Plywood304sheets0.004" CW Nails10box0.003" CW Nails5box0.002 1/2" CW Nails8box0.002" CW Nails8box0.001" CW Nails2box0.00Manpower Requirement1 - Project Engineer25md.0.001 - Foreman25md.0.005 - Carpenter125md.0.005 - Laborer125md.0.00Total Cost of Formworks & Scaffolds0.000.000.000.0IV.REINFORCED CONCRETE WORKS4.1 Foundation301.997cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)302cu.m.0.00110 - 20 mm x 9.0 m. def. bars (gr. 60)2441.34kg.0.002441.34210 - 20 mm x 7.5.0 m. def. bars (gr. 60)3883.95kg.0.003883.951068 - 20 mm x 6.0 m. def. bars (gr. 60)15802.128kg.0.0015802.12840 - 16 mm x 9.0 m. def. bars (gr. 60)568.08kg.0.00568.081030 - 16 mm x 6.0 m. def. bars (gr. 60)9752.04kg.0.009752.04# 16 Tie Wire5rolls0.00Equipment Requirement1 - Concrete Vibrator10eq.d.0.00Manpower Requirements1 - Project Engineer53md.0.001 - Foreman53md.0.008 - Steelman424md.0.008 - Mason424md.0.0020 - Laborer1060md.0.000.0Total Cost of Foundation0.000.000.0004.2 Footing Tie Beam16.107cu.m.Premix Concrete w/ pumpcrete (4000 psi)16.107cu.m.0.0096 - 16 mm x 7.5.0 m. def. bars1136.16kg.0.001136.1616144 - 16 mm x 6.0 m. def. bars1363.392kg.0.001363.392232 - 10 mm x 6.0 m. def. bars858.864kg.0.00858.864# 16 Tie Wire2rolls0.00858.864Equipment Requirement1 - Concrete Vibrator2eq.d.0.00Manpower Requirements1 - Project Engineer5md.0.001 - Foreman5md.0.008 - Steelman40md.0.004 - Mason20md.0.0016 - Laborer80md.0.00Total Cost of Footing Tie Beam0.000.000.0004.3 Grade Beam/ Wall Footing23.919cu.m.Premix Concrete w/ pumpcrete (4000 psi)23.919cu.m.0.0012 - 16 mm x 7.5.0 m. def. bars142.02kg.0.00142.0288 - 16 mm x 6.0 m. def. bars833.184kg.0.00833.184195 - 10 mm x 6.0 m. def. bars721.89kg.0.00721.89# 16 Tie Wire2rolls0.00858.864Equipment Requirement1 - Concrete Vibrator2eq.d.0.00Manpower Requirements1 - Project Engineer4md.0.001 - Foreman4md.0.008 - Steelman32md.0.004 - Mason16md.0.0016 - Laborer64md.0.00Total Cost of Grade Beam / Wall Footing0.000.000.0004.4 Ground Floor Column38.298cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)38.298cu.m.0.00508 - 20 mm x 9.0 m. def. bars11274.552kg.0.0011274.552532 - 10 mm x 6.0 m. def. bars1969.464kg.0.001969.464# 16 Tie Wire6rolls0.00Equipment Requirement1 - Concrete Vibrator3eq.d.0.00Manpower Requirements1 - Project Engineer15md.0.001 - Foreman15md.0.008 - Steelman120md.0.008 - Mason120md.0.0020 - Laborer300md.0.00Total Cost of Ground Floor Column0.000.000.0004.5 Second Floor Girder / Beam27.507cu.m.Premix Concrete w/ pumpcrete (4000 psi)27.507cu.m.0.0076 - 20 mm x 7.5.0 m. def. bars1405.62kg.0.001405.62317 - 20 mm x 6.0 m. def. bars4690.332kg.0.004690.33210 - 16 mm x 6.0 m. def. bars94.68kg.0.0094.68453 - 10 mm x 6.0 m. def. bars1677.006kg.0.001677.006# 16 Tie Wire3rolls0.00Equipment Requirement1 - Concrete Vibrator2eq.d.0.00Manpower Requirements1 - Project Engineer9md.0.001 - Foreman9md.0.008 - Steelman72md.0.008 - Mason72md.0.0020 - Laborer180md.0.00Total Cost of Second Floor Girder/ Beam0.000.000.0004.6 Ground Floor Slab46.196cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)46.196cu.m.0.00442 - 10 mm x 6.0 m. def. bars1636.284kg.0.001636.284# 16 Tie Wire1rolls0.00Equipment Requirement1 - Concrete Vibrator4eq.d.0.00Manpower Requirements1 - Project Engineer5md.0.001 - Foreman5md.0.008 - Steelman40md.0.008 - Mason40md.0.0020 - Laborer100md.0.00Total Cost of Ground Floor Slab0.000.000.0004.7 Second Floor Slab40.287cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)40.287cu.m.0.001518 - 12mm x 6.0 m. def. bars8087.904kg.0.008087.9041103 - 10 mm x 6.0 m. def. bars4083.306kg.0.004083.306# 16 Tie Wire4rolls0.00Equipment Requirement1 - Concrete Vibrator4eq.d.0.00Manpower Requirements1 - Project Engineer13md.0.001 - Foreman13md.0.008 - Steelman104md.0.008 - Mason104md.0.0020 - Laborer260md.0.00Total Cost of Second Floor Slab0.000.000.0004.8 Second Floor Cantilever Slab8.281cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)8.281cu.m.0.00346 - 16mm x 6.0 m. def. bars3275.928kg.0.003275.928# 16 Tie Wire1rolls0.00Equipment Requirement1 - Concrete Vibrator1eq.d.0.00Manpower Requirements1 - Project Engineer5md.0.001 - Foreman5md.0.008 - Steelman40md.0.004 - Mason20md.0.0015 - Laborer75md.0.00Total Cost of Second Floor Cantilever Slab0.000.000.0004.9 1st to 2nd Stair Case A6.99cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)6.99cu.m.0.0034 - 16mm x 6.0 m. def. bars321.912kg.0.00321.91262 - 10 mm x 6.0 m. def. bars229.524kg.0.00229.524# 16 Tie Wire12kg.0.00Equipment Requirement1 - Concrete Vibrator1eq.d.0.00Manpower Requirements1 - Project Engineer2md.0.001 - Foreman2md.0.004 - Steelman8md.0.004 - Mason8md.0.0010 - Laborer20md.0.00Total Cost of 1st to 2nd Stair Case A0.000.000.0004.10 1st to 2nd Stair Case B9.752cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)9.752cu.m.0.0054 - 16mm x 6.0 m. def. bars511.272kg.0.00511.27260 - 10 mm x 6.0 m. def. bars222.12kg.0.00222.12# 16 Tie Wire15kg.0.00Equipment Requirement1 - Concrete Vibrator1eq.d.0.00Manpower Requirements1 - Project Engineer3md.0.001 - Foreman3md.0.004 - Steelman12md.0.004 - Mason12md.0.008 - Laborer24md.0.00Total Cost of 1st to 2nd Stair Case B0.000.000.0004.11 Second Floor Column17.483cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)17.483cu.m.0.00508 - 20 mm x 6.0 m. def. bars7516.368kg.0.007516.368484 - 10 mm x 6.0 m. def. bars1791.768kg.0.001791.768# 16 Tie Wire5rolls0.00Equipment Requirement1 - Concrete Vibrator2eq.d.0.00Manpower Requirements1 - Project Engineer10md.0.001 - Foreman10md.0.008 - Steelman80md.0.008 - Mason80md.0.0020 - Laborer200md.0.00Total Cost of Second Floor Column0.000.000.0004.12 Third Floor Girder / Beam27.509cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)27.509cu.m.0.0076 - 20 mm x 7.5.0 m. def. bars1405.62kg.0.001405.62317 - 20 mm x 6.0 m. def. bars4690.332kg.0.004690.33210 - 16 mm x 6.0 m. def. bars94.68kg.0.0094.68453 - 10 mm x 6.0 m. def. bars1677.006kg.0.001677.006# 16 Tie Wire3rolls0.00Equipment Requirement1 - Concrete Vibrator2eq.d.0.00Manpower Requirements1 - Project Engineer9md.0.001 - Foreman9md.0.008 - Steelman72md.0.008 - Mason72md.0.0020 - Laborer180md.0.00Total Cost of Third Floor Girder/ Beam0.000.000.0004.13 Third Floor Slab48.568cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)48.568cu.m.0.001518 - 12mm x 6.0 m. def. bars8087.904kg.0.008087.9041103 - 10 mm x 6.0 m. def. bars4083.306kg.0.004083.306# 16 Tie Wire4rolls0.00Equipment Requirement1 - Concrete Vibrator4eq.d.0.00Manpower Requirements1 - Project Engineer14md.0.001 - Foreman14md.0.008 - Steelman112md.0.008 - Mason112md.0.0020 - Laborer280md.0.00Total Cost of Third Floor Slab0.000.000.0004.14 Third Floor Cantilever Slab8.281cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)8.281cu.m.0.00346 - 16mm x 6.0 m. def. bars3275.928kg.0.003275.928# 16 Tie Wire1rolls0.00Equipment Requirement1 - Concrete Vibrator1eq.d.0.00Manpower Requirements1 - Project Engineer5md.0.001 - Foreman5md.0.008 - Steelman40md.0.004 - Mason20md.0.0015 - Laborer75md.0.00Total Cost of Third Floor Cantilever Slab0.000.000.0004.15 2nd to 3rd Stair Case A6.99cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)6.99cu.m.0.0034 - 16mm x 6.0 m. def. bars321.912kg.0.00321.91262 - 10 mm x 6.0 m. def. bars229.524kg.0.00229.524# 16 Tie Wire12kg.0.00Equipment Requirement1 - Concrete Vibrator1eq.d.0.00Manpower Requirements1 - Project Engineer2md.0.001 - Foreman2md.0.004 - Steelman8md.0.004 - Mason8md.0.0010 - Laborer20md.0.00Total Cost of 2nd to 3rd Stair Case A0.000.000.0004.16 2nd to 3rd Stair Case B9.752cu.m.Material RequirementsPremix Concrete w/ pumpcrete (4000 psi)9.752cu.m.0.0054 - 16mm x 6.0 m. def. bars511.272kg.0.00511.27260 - 10 mm x 6.0 m. def. bars222.12kg.0.00222.12# 16 Tie Wire15kg.0.00Equipment Requirement1 - Concrete Vibrator1eq.d.0.00Manpower Requirements1 - Project Engineer3md.0.001 - Foreman3md.0.004 - Steelman12md.0.004 - Mason12md.0.008 - Laborer24md.0.00Total Cost of 2nd to 3rd Stair Case B0.000.000.000Total Cost of Reinforced Concrete Works0.000.000.000.00V.MASONRY WORKS5.1 Ground Floor541.96sq.m.Material Requirements6" CHB (machine made)6,775pc.0.00349 - 10 mm x 6.0 m. def. bars1291.998kg.0.001291.998#16 GI Tie Wire30kg.0.00Portland Cement542bag0.00Coarse Sand46cu.m.0.00Manpower Requirements1 - Project Engineer14md.0.001 - Foreman14md.0.004 - Steelman56md.0.004 - Mason56md.0.008 - Laborer112md.0.00Total Cost of Ground Floor Masonry0.000.000.0005.2 Second Floor374.66sq.m.Material Requirements6" CHB (machine made)4,684pc.0.00235 - 10 mm x 6.0 m. def. bars869.97kg.0.00869.97#16 GI Tie Wire23kg.0.00Portland Cement375bag0.00Coarse Sand32cu.m.0.00Manpower Requirements1 - Project Engineer9md.0.001 - Foreman9md.0.004 - Steelman36md.0.004 - Mason36md.0.008 - Laborer72md.0.00Total Cost of Second Floor Masonry0.000.000.000Total Cost of Masonry Works0.000.000.0000.00VI.TILE WORKS6.1 Ground Floor248.22sq.m.Material Requirements6.1.1 Flooring184.06sq.m.0.60 x 0.60 Porcelain Tiles520pc.0.00511.2777777778Portland Cement57bag0.00Fine Sand5cu.m.0.00Grouting Cement10bag0.006.1.2 Comfort Room59.12sq.m.0.30 x 0.30 Ceramic tiles (Mariwasa)690pc.0.00Portland Cement18bag0.00Fine Sand1.5cu.m.0.00Grouting Cement8bag0.00Tile Trim19lgth.0.006.1.3 Sink / Lavatory5.04sq.m.0.60 x 0.60 Porcelain Tiles20pc.0.00Portland Cement2bag0.00Fine Sand0.20cu.m.0.00Grouting Cement1bag0.00Tile Trim3lgth.0.00Manpower Requirements1 - Project Engineer11md.0.001 - Foreman11md.0.005 - Installer55md.0.005 - Helper55md.0.00Total Cost of Ground Floor tiles0.000.000.0006.2 Second Floor272.10sq.m.Material Requirements6.2.1 Flooring184.06sq.m.0.60 x 0.60 Granite Base Tile Unglazed520pc.0.00Portland Cement57bag0.00Fine Sand5cu.m.0.00Grouting Cement10bag0.006.2.2 Comfort Room73.24sq.m.0.30 x 0.30 Ceramic tiles820pc.0.00Portland Cement23bag0.00Fine Sand2cu.m.0.00Grouting Cement10bag0.00Tile Trim25lgth.0.006.2.3 Sink / Lavatory14.80sq.m.0.60 x 0.60 Porcelain Tiles45pc.0.00Portland Cement5bag0.00Fine Sand0.50cu.m.0.00Grouting Cement2bag0.00Tile Trim5lgth.0.00Manpower Requirements1 - Project Engineer12md.0.001 - Foreman12md.0.005 - Installer60md.0.005 - Helper60md.0.00Total Cost of Second Floor tiles0.000.000.000Total Cost of Tile Works0.000.000.000.00VII.DOORS AND WINDOWS1.00lot7.1 Ground FloorMaterial RequirementsD - 3 (0.90 x 2.10 Metal Door & Jamb)2unit0.00D - 6 (0.80 x 1.80 Metal Door & Jamb)1unit0.00222.12D - 7 (1.0 x 2.10 Metal Door & Jamb)1unit0.00D - 4 (0.90 x 2.10 Steel Grill Door)2unit0.00D - 5 (0.80 x 2.10 Steel Grill Door)1unit0.00D - 8 (0.60 x 1.80 Flush Door)4unit0.00W - 1 (3.20 x 2.0 Steel Casement Window)6unit0.00W - 2 (3.20x 1.40 Steel Casement Window)1unit0.00W - 3 (4.0 x 0.585 Steel Grill Window)3unit0.00W - 4 (4.0 x 1.10 Steel Grill Window)1unit0.00W - 5 (2.50 x 1.10 Steel Grill Window)1unit0.00Manpower Requirements1 - Project Engineer10md.0.001 - Foreman10md.0.002 - Installer20md.0.002 - Helper40md.0.00Total Cost of Ground Floor Doors & Windows0.000.000.007.2 Second FloorMaterial RequirementsD - 3 (0.90 x 2.10 Metal Door & Jamb)1unit0.00D - 9 (0.90 x 2.10 Metal Dutch Door )1unit0.00D - 4 (0.90 x 2.10 Steel Grill Door)2unit0.00D - 5 (0.80 x 2.10 Steel Grill Door)1unit0.00D - 8 (0.60 x 1.80 Flush Door w/ accessories)4unit0.00D - 10 (0.70 x 2.10 PVC Door)2unit0.00W - 1 (3.20 x 2.0 Steel Casement Window)5unit0.00W - 2 (3.20x 1.40 Steel Awning Window)1unit0.00W - 3 (4.0 x 0.585 Steel Grill Window)4unit0.001.68W - 4 (4.0 x 1.10 Steel Grill Window)1unit0.003696700W - 5 (2.50 x 1.10 Steel Grill Window)1unit0.004396W - 6 (1.60 x 2.0 Steel Casement Window)1unit0.00W - 7 (0.80x 1.40 Steel Awning Window)1unit0.00Door Knob2set0.00Metal Primer10gal.0.002" Paint Brush8pc.0.00Manpower Requirements1 - Project Engineer10md.0.001 - Foreman10md.0.002 - Installer20md.0.002 - Helper40md.0.00Total Cost of Second Floor Doors & Windows0.000.000.00Total Cost of Doors & Windows0.000.000.0000.00VIII.PLASTERING WORKS1. Ground Floor305.60sq.m.7.64Material Requirements68.76Portland Cement69bag0.00Fine Sand8cu.m.0.00Manpower Requirements1 - Project Engineer2md.0.001 - Foreman2md.0.002 - Mason4md.0.004 - Laborer8md.0.00Total Cost of Ground Floor Plastering0.000.000.0002. Second Floor349.88sq.m.8.747Material Requirements78.723Portland Cement79bag0.00Fine Sand9cu.m.0.00Manpower Requirements1 - Project Engineer8md.0.001 - Foreman8md.0.003 - Mason24md.0.003 - Laborer24md.0.00Total Cost of Second Floor Plastering0.000.000.000Total Cost of Plastering Works0.000.000.000IX.STEEL WORKS1.00lot9.1 Second FloorMaterial Requirements9.1.1 Railing16mm Square bar9lgth.0.0012mm Square bar54lgth.0.00Welding Rod10kg.0.00Metal Primer2gal.0.002" Paint Brush2pc.0.00Hacksaw Blade5pc.0.009.1.2 Embedded Bolt1/2" x 6" Stainless Bolt90pc.0.0020mm x 30mm Anchor Bolt8pc.0.00Manpower Requirements1 - Project Engineer5md.0.001 - Foreman5md.0.001 - Welder5md.0.002 - Laborer10md.0.00Total Cost of Second Floor Steel Works0.000.000.000Total Cost of Steel Works0.000.000.000.00X.PLUMBING WORKS1.00lot10. 1 Ground FloorMaterial Requirements10.1.1 FixturesWater Closet4set0.00Floor Drain7set0.00Urinal2set0.00Lavatory w/ faucet2set0.00Laboratory Sink w/ Gooseneck Faucet4set0.0010.1.2 Sewer Line100mm PVC Pipe S100024lgth.0.0075mm PVC Pipe S10008lgth.0.0050mm PVC Pipe S100015lgth.0.00100mm x 100mm Wye12pc.0.00100mm x 75mm Wye Reducer7pc.0.00100mm x 50mm Wye Reducer1pc.0.0075mm x 75mm Wye3pc.0.00100mm Elbow15pc.0.0075mm Elbow15pc.0.0050mm Elbow15pc.0.00100mm Clean Out3pc.0.0075mm Clean Out1pc.0.0075mm P - Trap5pc.0.0050mm P - Trap1pc.0.0050mm Tee7pc.0.00Solvent Cement3can0.0010.1.3 Water Line63mm PPR Pipe (PN 25)2lgth.0.0032mm PPR Pipe (PN 20)10lgth.0.0020mm PPR Pipe (PN 20)10lgth.0.0032mm PPR Elbow2pc.0.0020mm PPR Elbow23pc.0.0032mm x 20mm PPR Tee9pc.0.0032mm PPR Tee1pc.0.0020mm PPR Tee1pc.0.0063mm PPR Coupling (PN 25)3pc.0.0032mm PPR Coupling (PN 20)4pc.0.0020mm PPR Coupling (PN 20)1pc.0.00PPR Nipple0.50mtr.0.00Manpower Requirements1 - Project Engineer13md.0.001 - Foreman13md.0.002 - Plumber26md.0.002 - Helper26md.0.00Total Cost of Ground Floor Plumbing0.000.000.00010. 2 Second FloorMaterial Requirements10.2.1 FixturesWater Closet6set0.00Floor Drain8set0.00Urinal2set0.00Lavatory w/ faucet4set0.00Laboratory Sink w/ Gooseneck faucet4set0.0010.2.2 Sewer Line100mm PVC Pipe S100011lgth.0.0075mm PVC Pipe S10007lgth.0.0050mm PVC Pipe S100020lgth.0.00100mm x 100mm Wye13pc.0.00100mm x 75mm Wye Reducer3pc.0.00100mm x 50mm Wye Reducer1pc.0.0075mm x 75mm Wye2pc.0.0075mm x 50mm Wye7pc.0.00100mm Elbow13pc.0.0075mm Elbow9pc.0.0050mm Elbow15pc.0.00100mm Clean Out5pc.0.0075mm Clean Out1pc.0.0075mm P - Trap5pc.0.0050mm P - Trap1pc.0.0050mm Tee11pc.0.00Solvent Cement3can0.0010.2.3 Water Line63mm PPR Pipe (PN 25)2lgth.0.0032mm PPR Pipe (PN 20)10lgth.0.0020mm PPR Pipe (PN 20)12lgth.0.0032mm PPR Elbow2pc.0.0020mm PPR Elbow5pc.0.0032mm x 20mm PPR Tee2pc.0.0032mm PPR Tee1pc.0.0020mm PPR Tee1pc.0.0063mm PPR Coupling (PN 25)2pc.0.0032mm PPR Coupling (PN 20)3pc.0.0020mm PPR Coupling (PN 20)1pc.0.00PPR Nipple0.5mtr.0.00Manpower Requirements1 - Project Engineer15md.0.001 - Foreman15md.0.002 - Plumber30md.0.002 - Helper30md.0.00Total Cost of Second Floor Plumbing0.000.000.000Total Cost of Plumbing Works0.000.000.000.00XI.ELECTRICAL WORKS11.1 Main Distribution Panel (MDP 1)1.00lotMaterial RequirementsMain Breaker : 400AT/500AF, 3P, 230V,1set0.0050KAIC222.12Brs. 5-100AT/100AF, 3P, 230V, 25KAIC1-60AT/100AF, 3P, 230V, 25KAICw/ grounding & neutral terminalECB : 60AT/100AF, 3P, 230V, 25KAIC1set0.00in NEMA - 3R Encl.100mm RSC Pipe3lgth.0.00100mm RSC Elbow2pc.0.00110mm PVC Pipe7lgth.0.00110mm PVC Elbow1pc.0.0040mm PVC Pipe33lgth.0.0040mm PVC Elbow7pc.0.00100mm Entrance Cap1pc.0.008.0mm2 THHN Wire4mtr.0.0022mm2 THHN Wire30mtr.0.0030mm2 THHN Wire21mtr.0.0050mm2 THHN Wire28mtr.0.00250mm2 THHN Wire100mtr.0.00Electrical tape10roll0.00Ga. 14 Tie Wire2kg.0.00Cable Tie 12"2bag0.00Concrete Pedestal1lot0.00Manpower Requirements1 - Project Engineer12md.0.001 - Foreman12md.0.002 - Electrician24md.0.004 - Helper96md.0.00Total Cost of Main Distribution Panel0.000.000.00011.2 Ground FloorMaterial RequirementsLPPB - 11set0.00100AT/100AF, 3P, 230V, 25KAICBrs. 5-20AT/100AF,2P, 230V, 10KAIC9-30AT/100AF, 2P, 230V, 10KAICw/ grounding & neutral terminalThumbler 1-Gang Switch, 15A, 250V6set0.00Thumbler 2-Gang Switch, 15A, 250V3set0.00Thumbler 3way, 1-Gang Switch, 15A, 250V2set0.006" Pinlight w/ 23W CFL lamp10set0.001 - 40W, FL-Box type w/ electronic ballast1set0.002 - 40W, FL-Box type w/ electronic ballast28set0.00Emergency Light, Twin Bulb3set0.00Convenience Outlet 1 gang, 3 prong, 250V3set0.00Convenience Outlet duplex, 3 prong, 250V17set0.00Single Convenience Outlet w/ GFCI8set0.00Aircon Outlet, 3 prong, 250V8set0.0025mm PVC Pipe40lgth.0.0020mm PVC Pipe106lgth.0.00Conduit Fittings1lot0.005.5mm2 THHN Wire600mtr.0.003.5mm2 THHN Wire1200mtr.0.002.0mm2 THHN Wire450mtr.0.00Utility Box 2"x4" D.T. metal ga. 1860pc.0.00Junction Box 4x4 D.T. metal ga.18 w/ cover75pc.0.00Square Box 4 11/16D.T. metal ga.18 w/ cover5pc.0.00Pullboxes2pc.0.00GI Tie Wire ga. 1610kg.0.00Electrical Tape15roll0.001/2mm Flexible Mettalic Pipe12.5mtr.0.001/2mm Straight Connector5pc.0.00200cc PVC Solvent3can0.00Manpower Requirements1 - Project Engineer10md.0.001 - Foreman10md.0.002 - Electrician20md.0.004 - Helper80md.0.00Total Cost of Ground Floor Electrical0.000.000.00011.3 Second FloorMaterial RequirementsLPPB - 11set0.00100AT/100AF, 3P, 230V, 25KAICBrs. 5-20AT/100AF,2P, 230V, 10KAIC9-30AT/100AF, 2P, 230V, 10KAICw/ grounding & neutral terminalThumbler 1-Gang Switch, 15A, 250V6set0.00Thumbler 2-Gang Switch, 15A, 250V4set0.00Thumbler 3way, 1-Gang Switch, 15A, 250V4set0.006" Pinlight w/ 23W CFL lamp13set0.001 - 40W, FL-Box type w/ electronic ballast1set0.002 - 40W, FL-Box type w/ electronic ballast27set0.00Emergency Light, Twin Bulb3set0.00Convenience Outlet 1 gang, 3 prong, 250V3set0.00Convenience Outlet duplex, 3 prong, 250V17set0.00Single Convenience Outlet w/ GFCI8set0.00Aircon Outlet, 3 prong, 250V7set0.0025mm PVC Pipe35lgth.0.0020mm PVC Pipe150lgth.0.00Conduit Fittings1lot0.005.5mm2 THHN Wire600mtr.0.003.5mm2 THHN Wire1200mtr.0.002.0mm2 THHN Wire450mtr.0.0040mm PVC Pipe8lgth.0.0040mm PVC Elbow2pc.0.008.0mm2 THHN Wire8mtr.0.0022mm2 THHN Wire50mtr.0.0030mm2 THHN Wire25mtr.0.00Utility Box 2"x4" D.T. metal ga. 1860pc.0.00Junction Box 4x4 D.T. metal ga.18 w/ cover75pc.0.00Square Box 4 11/16D.T. metal ga.18 w/ cover5pc.0.00Pullboxes2pc.0.00GI Tie Wire ga. 166kg.0.00Electrical Tape15roll0.001/2mm Flexible Mettalic Pipe12.5mtr.0.001/2mm Straight Connector5pc.0.00200cc PVC Solvent3can0.00Manpower Requirements1 - Project Engineer10md.0.001 - Foreman10md.0.002 - Electrician20md.0.004 - Helper80md.0.00Total Cost of Second Floor Electrical0.000.000.000Total Cost of Electrical Works0.000.000.0000.00XII.STORM DRAINAGEsq.m.Material Requirements100mm PVC Pipe S100069lgth.0.00100mm Elbow23pc.0.00400cc PVC Solvent4.00can0.00Manpower Requirements1 - Project Engineer3md.0.001 - Foreman3md.0.001 - Laborer3md.0.00Total Cost of Storm Drainage0.000.000.000TOTAL DIRECT COST0.000.00INDIRECT COSTOCM (12%)0.00Contractor's Profit (10%)0.00VAT & Withholding Tax (12%)0.000.00TOTAL INDIRECT COST0.00SUB-TOTAL (ABC)0.00ADMINISTRATIVE COST (3.5%)0.00TOTAL ESTIMATED COST0.00-6,000,000.00Prepared by:Noted :Engr.Quantity Surveyor/EstimatorPROJECT MANAGER

&R&"Century Schoolbook,Regular"&8Pg. &P of 1919 October 2012