Civil Aviation Authority Of The Philippines Tender

Description 1.00 Civil Works 1.01 Demolition Works Quantity Unit 111.50 Sq.m A Materials Quantity Unit Unit Cost Amount Demolition Of Pavement 28.50 Sq.m. Demolition Of Existing Wall 43.50 Sq.m. Removal Of Existing Floor Tiles 39.50 Sq.m. Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Construction Foreman 1.00 Skilled Laborer 2.00 Common Laborer 5.00 Labor Cost . . . . . . . . A Demolition Works Total Material Cost - B Demolition Works Total Labor Cost C Demolition Works Total Equipment Cost - D Demolition Works Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5.0 0% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 1.00 Civil Works 1.02 Roofing Works Quantity Unit 52.00 Sq.m A Materials Quantity Unit Unit Cost Amount Tubular 75mm X 50mm X 1.2mm Thick 19.00 Pcs C-purlins 75mm X 50mm X 1.2mm Thick 32.00 Pcs Rib-type Roofing 0.5mm Thick 52.00 Sq.m Pre-painted Gutter, Ga 24(0.701 Mm) X 2.44m 7.00 Lm Pre-painted Flashing, Ga 24(0.701 Mm) X 2.44m 12.00 Lm 2” Tekscrew 478.00 Pcs 4” Cutting Disc Thin 1.2mm For Metal 4.00 Pcs Welding Rod 3.00 Boxes Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Construction Foreman 1.00 Skilled Laborer 2.00 Common Laborer 5.00 Labor Cost . . . . . . . . C. Equipment Quantity Dur. (days) Rate/day Amount Portable Welding Machine 1.00 Angle Grinder 2.00 Equipment Cost. . . . . . A Roofing Works Total Material Cost B Roofing Works Total Labor Cost C Roofing Works Total Equipment Cost D Roofing Works Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 2.00 Architectural Works 2.01 Carpentry Works Quantity Unit 27.90 Sq.m A Materials Quantity Unit Unit Cost Amount Dry Wall Partition 27.90 Sq.m 12mmthk.x 1.2m X 2.4m Fiber Cement Board 19.00 Pcs 0.8mmthk X 35mm X 102mm X 3.0m Metal Studs 11.00 Pcs 2” Board Screw 74.00 Pcs 1/8” X ¾” Blind Rivets 21.00 Pcs Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Construction Foreman 1.00 Skilled Laborer 1.00 Common Laborer 2.00 Labor Cost . . . . . . . . A Carpentry Works Total Material Cost B Carpentry Works Total Labor Cost C Carpentry Works Total Equipment Cost D Carpentry Works Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5.0 0% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 2.00 Architectural Works 2.02 Painting Works Quantity Unit 280.70 Sq.m A Materials Quantity Unit Unit Cost Amount Semi- Gloss Latex 12.00 Gals Flat Latex 15.00 Gals 9” Paint Roller 5.00 Pcs 3” Paint Brush 6.00 Pcs 1 Kg Patching Compound 5.00 Pcs Mesh Tape 2” X 250ft. 91.00 Box Putty Knife 6.00 Pair Assorted Sand Paper 15.00 Pcs Rags 1.00 Kg Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Construction Foreman 1.00 Skilled Laborer 2.00 Common Laborer 2.00 Labor Cost . . . . . . . . A Painting Works Total Material Cost B Painting Works Total Labor Cost C Painting Works Total Equipment Cost - D Painting Works Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5.0 0% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 2.00 Architectural Works 2.03 Tile Works Quantity Unit 301.43 Sq.m A Materials Quantity Unit Unit Cost Amount Comfort Room (male 1) 68.08 Sq.m. 600mm X 600mm X 10mm Thk. Homogeneous Floor Tile Matte 75.00 Pcs. 600mm X 600mm X 8mm Thk. Homogeneous Wall Tile Matte Finish 15.00 Pcs. Countertop 1.08 Sq.m. Portland Cement 6.00 Bags Sand 2.00 Cu.m. Tile Adhesive (25kg) 11.00 Bags Tile Grout (2kg) 9.00 Pack Comfort Room (male 2) 26.28 Sq.m. 600mm X 600mm X 10mm Thk. Homogeneous Floor Tile Matte Finish 66.00 Pcs 600mm X 600mm X 8mm Thk. Homogeneous Wall Tile Matte Finish 12.00 Pcs Portland Cement 2.00 Bags Sand 1.00 Cu.m. Tile Adhesive (25kg) 4.00 Bags Tile Grout (2kg) 4.00 Pack Comfort Room (female 1) 45.60 Sq.m. 600mm X 600mm X 10mm Thk. Homogeneous Floor Tile Matte Finish 105.00 Pcs 600mm X 600mm X 8mm Thk. Homogeneous Wall Tile Matte Finish 29.00 Pcs Countertop 1.08 Sq.m. Portland Cement 4.00 Bags Sand 2.00 Cu.m. Tile Adhesive (25kg) 7.00 Bags Tile Grout (2kg) 6.00 Pack Comfort Room (female 2) 71.16 Sq.m. 600mm X 600mm X 10mm Thk. Homogeneous Floor Tile Matte Finish 153.00 Pcs 600mm X 600mm X 8mm Thk. Homogeneous Wall Tile Matte Finish 56.00 Pcs Countertop 1.08 Sq.m. Portland Cement 6.00 Bags Sand 2.00 Cu.m. Tile Adhesive (25kg) 11.00 Bags Tile Grout (2kg) 9.00 Packs Comfort Room (pwd) 30.61 Sq.m. 600mm X 600mm X 10mm Thk. Homogeneous Floor Tile Matte Finish 75.00 Pcs 600mm X 600mm X 8mm Thk. Homogeneous Wall Tile Matte Finish 15.00 Pcs Countertop 0.60 Sq.m. Portland Cement 3.00 Bags Sand 1.00 Cu.m. Tile Adhesive (25kg) 5.00 Bags Tile Grout (2kg) 4.00 Packs Hallway 9.15 Sq.m. 600mm X 600mm X 10mm Thk. Homogeneous Floor Tile Matte Finish 27.00 Pcs Countertop 1.10 Sq.m. Portland Cement 1.00 Bags Sand 1.00 Cu.m. Tile Adhesive (25kg) 2.00 Bags Tile Grout (2kg) 2.00 Packs Pre- Departure 50.55 Sq.m. 600mm X 600mm X 10mm Thk. Homogeneous Floor Tile Matte Finish 148.00 Pcs Portland Cement 4.00 Bags Sand 2.00 Cu.m. Tile Adhesive (25kg) 8.00 Bags Tile Grout (2kg) 7.00 Packs Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Construction Foreman 1.00 Skilled Laborer 2.00 Common Laborer 2.00 Labor Cost . . . . . . . . A Tile Works Total Material Cost B Tile Works Total Labor Cost C Tile Works Total Equipment Cost - D Tile Works Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5.0 0% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 2.00 Architectural Works 2.04 Ceiling Works Quantity Unit 47.16 Sq.m A Materials Quantity Unit Unit Cost Amount Pre- Departure 47.16 Sq.m. 4.5mm Thk X 4’ X 8’ Fiber Cement Board 35.00 Pcs 19mm X 50mm X 0.40mm Thk. Jfurring 42.00 Pcs Wall Angle, 25mm X 25mm X 3.0m, T=0.40m 16.00 Pcs Blind Rivets, 1/8 X 3/8 (4-4) 58.00 Pcs Board Screw 283.00 Pcs Comfort Room (female 1) 10.20 Sq.m. 4.5mm Thk X 4’ X 8’ Fiber Cement Board 8.00 Pcs No. Of 19mm X 50mm X 0.40mm Thk. Jfurring 10.00 Pcs Wall Angle, 25mm X 25mm X 3.0m, T=0.40m 5.00 Pcs Blind Rivets, 1/8 X 3/8 (4-4) 13.00 Pcs Board Screw 62.00 Pcs Comfort Room (female 2) 12.00 Sq.m. 4.5mm Thk X 4’ X 8’ Fiber Cement Board 5.00 Pcs No. Of 19mm X 50mm X 0.40mm Thk. Jfurring 12.00 Pcs Wall Angle, 25mm X 25mm X 3.0m, T=0.40m 5.00 Pcs Blind Rivets, 1/8 X 3/8 (4-4) 15.00 Pcs Board Screw 72.00 Pcs Comfort Room (male 2) 4.80 Sq.m. 4.5mm Thk X 4’ X 8’ Fiber Cement Board 4.00 Pcs No. Of 19mm X 50mm X 0.40mm Thk. Jfurring 6.00 Pcs Wall Angle, 25mm X 25mm X 3.0m, T=0.40m 4.00 Pcs Blind Rivets, 1/8 X 3/8 (4-4) 6.00 Pcs Board Screw 29.00 Pcs Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Construction Foreman 1.00 Skilled Laborer 1.00 Common Laborer 2.00 Labor Cost . . . . . . . . A Ceiling Works Total Material Cost B Ceiling Works Total Labor Cost C Ceiling Works Total Equipment Cost - D Ceiling Works Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5.0 0% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 2.00 Architectural Works 2.05 Masonry Works Quantity Unit 100.80 Sq.m A Materials Quantity Unit Unit Cost Amount Comfort Room And Pre- Departure Walls (including Plastering) 100.80 Sq.m. Portland Cement 185.00 Bags 12mm Ø Drsb, 6m 150.00 Pcs 6” Chb 1,323.00 Pcs Sand 18.00 Cu.m. Gravel 7.00 Cu.m. Tie Wires 55.00 Kgs Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Construction Foreman 1.00 Skilled Laborer 1.00 Common Laborer 2.00 Labor Cost . . . . . . . . A Masonry Works Total Material Cost B Masonry Works Total Labor Cost C Masonry Works Total Equipment Cost - D Masonry Works Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5.0 0% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 2.00 Architectural Works 2.06 Doors And Windows Quantity Unit 1 Lot A Materials Quantity Unit Unit Cost Amount Doors D1 2100 X 1000mm Double Swing Wood Panel Door With Louver And Painted With Enamel Paint (butt Hinges; Chrome Lever Type Lockset; Door Stopper; Heavy Duty Door Closer) 3 Set D2 2100 X 700mm Single- Leaf Swing Out Flush Type Door And Painted With Enamel Paint (butt Hinges; Chrome Lever Type Lockset; Door Stopper; Heavy Duty Door Closer) 1 Set D3 2100 X 800mm Double- Swing 12mm Thk. Tempered Clear Glass Frameless Door In Patch Fittings (pivotal Hinges; Lockset; 38mm Ø X 1.50m Stainless Steel Pipe Hairline Finish Door Handle) 1 Set Windows W1 600mm X 1200mm Awning Type Glass Window With 6mm Thk Tempered Smoked Glass Awning Window On Power Coated Aluminum Frame (verify Window Design On The Approved Plans) 5 Set Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Construction Foreman 1.00 Skilled Laborer 2.00 Common Laborer 2.00 Labor Cost . . . . . . . . A Doors And Windows Works Total Material Cost B Doors And Windows Works Total Labor Cost C Doors And Windows Works Total Equipment Cost - D Doors And Windows Works Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5.0 0% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 3.00 Electrical Works Quantity Unit 1 Lot Quantity Unit Unit Cost Amount 3.01 Lighting And Power Conduits And Fittings 153.00 Lm A Materials 20mm Diameter X 3m Upvc Electrical Pipe, Thick Wall, Ul Listed 51.00 Pcs 15mm Diameter X 30m Flexible Metal Conduit 2.00 Rolls 15mm Diameter Emt Connector (emt To Fmc) 31.00 Rolls 20mm Diameter Upvc Coupling 17.00 Pcs 20mm Diameter Upvc Electrical Female Adapter With Locknut 138.00 Pcs Octagonal Junction Box With Cover (pvc) 31.00 Pcs 4 X 2 Utility Box (pvc) 10.00 Pcs Conduit Clamp 128.00 Pcs Tie Wire, G.i. #16 5.00 Kg Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Foreman (master Electrician) 1.00 Skilled Laborer 1.00 Common Laborer 2.00 Labor Cost . . . . . . . . C Equipment Quantity Dur. (days) Rate/day Amount G.i. H- Frame Scaffoldings (1 Set) 6.00 Platform 2.00 A Total Material Cost B Total Labor Cost C Total Equipment Cost D Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5.0 0% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 3.00 Electrical Works Quantity Unit 1 Lot Quantity Unit Unit Cost Amount 3.02 Lighting And Power Conductors 456.00 Lm A Materials 3.5mm2 Thhn/thwn-2 Copper Wire, Lead-free Type, Ul Listed X 150m 3.00 Rolls 5.5mm2 Thhn/thwn-2 Copper Wire, Lead-free Type, Ul Listed 6.00 Lm Electrical Tape 3.00 Rolls Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Foreman (master Electrician) 1.00 Skilled Laborer 1.00 Common Laborer 2.00 Labor Cost . . . . . . . . C Equipment Quantity Dur. (days) Rate/day Amount G.i. H- Frame Scaffoldings (1 Set) 6.00 Platform 2.00 A Total Material Cost B Total Labor Cost C Total Equipment Cost - D Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5.0 0% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 3.00 Electrical Works Quantity Unit 1 Lot Quantity Unit Unit Cost Amount 3.03 Electrical Wiring Devices 9.00 Sets A Materials Duplex Universal Convenience Outlet With Ground, 16a, 250v, Wide Series, With Device Plate Cover 4.00 Sets One- Gang Switch, 16a, 250v, Wide Series With Device Plate Cover 1.00 Sets Two- Gang Switch, 16a, 250v, Wide Series With Device Plate Cover 2.00 Sets Three- Gang Switch, 16a, 250v, Wide Series With Device Plate Cover 2.00 Sets Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Foreman (master Electrician) 1.00 Skilled Laborer 1.00 Common Laborer 1.00 Labor Cost . . . . . . . . A Total Material Cost B Total Labor Cost C Total Equipment Cost - D Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 3.00 Electrical Works Quantity Unit 1 Lot Quantity Unit Unit Cost Amount 3.04 Lighting Fixtures And Exhaust Fan 9.00 Sets A Materials 150mm Diameter Recessed Mounted Round Downlight Fixture With Powder Coat Finish Casing, Matte Aluminum Reflector, Clear Glass Diffuser And 1 X 9 Watts, Led Bulb, 100-277v, 60 Hz. 24.00 Sets 12” Ceiling Mounted Type Exhaust Fan, 220-240v, 60hz, 1 Ph With Complete Standard Accesories 5.00 Sets Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Foreman (master Electrician) 1.00 Skilled Laborer 1.00 Common Laborer 2.00 Labor Cost . . . . . . . . C. Equipment Quantity Dur. (days) Rate/day Amount G.i. H- Frame Scaffoldings (1 Set) 6.00 Catwalk 2.00 A Total Material Cost B Total Labor Cost C Total Equipment Cost - D Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 3.00 Electrical Works Quantity Unit 1 Lot Quantity Unit Unit Cost Amount 3.05 Acu & Exhaust Fan Pipes And Insulation 1.00 Lot A Materials Copper Tube Soft Drawn 5/8” Dia X 0.028 Thickness X 15.0 M 1.00 Pc Copper Tube Soft Drawn 3/8” Dia X 0.028 Thickness X 15.0 M 1.00 Pc Rubber Insulation 5/8 I.d., 1” Thickness X 1.8 2.00 Pcs Rubber Insulation 3/8 I.d., 1” Thickness X 1.8 2.00 Pcs Polyethylene Tape (white) 1.00 Roll Refrigerant R-410a 11.3 Kgs 1.00 Tank 100 Mm Dia. X 3.0m Pvc Pipe (exhaust Duct) 5.00 Pcs 100mm Dia Pvc Wye 4.00 Pcs 100mm Dia Pvc Elbow 4.00 Pcs ¼” Dia X 3m Hanger Rod (threaded) 3.00 Pcs ¼” Expansion Shield 6.00 Pcs 4” Clevis Hanger With Bolt And Nut 6.00 Pcs 100mm Dia. Vent Cap (stainless) 3.00 Pcs Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Foreman (master Electrician) 1.00 Skilled Laborer 1.00 Common Laborer 2.00 Labor Cost . . . . . . . . A Total Material Cost B Total Labor Cost C Total Equipment Cost - D Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 4.00 Mechanical Works Quantity Unit 5 Sets Quantity Unit Unit Cost Amount 4.01 Ventilation Equipment And Accessories 5.00 Sets A Materials 12”ceiling Mounted Type Exhaust Fan, 220-240v, 60 Hz, 1 Ph Complete With Standard Fittings And Accessories 5.00 Sets 100mm Dia. X 3.0 M Pvc Pipe (exhaust Duct) 4.00 Pcs 100mm Dia. Coupling 4.00 Pcs 100mm Dia. Elbow 3.00 Pcs Stainless Steel Vent Cap With Insect Screen (100mmø Applicable Pipe) 3.00 Sets 4” Clevis Hanger W/ Bolt & Nut 5.00 Sets ¼” Dia. X 3m Threaded Hanger Rod 5.00 Pcs Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Skilled Laborer 1.00 Common Laborer 2.00 Labor Cost . . . . . . . . A Total Material Cost B Total Labor Cost C Total Equipment Cost - D Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit 5.00 Plumbing Works Quantity Unit 1 Lot Quantity Unit Unit Cost Amount A Materials Water Lines 32mm X 4m Ppr Water Line Pipe 8.00 Pcs 20mm X 4mm Ppr Water Line Pipe 8.00 Pcs 32mm X 20mm Tee Reducer 6.00 Pcs 32mm X 20mm 90 Deg Elbow 9.00 Pcs 32mm X 20mm Tee 14.00 Pcs 50mm X 20mm Tee Reducer 8.00 Pcs 20mm Air End Cap 5.00 Pcs Angle Valve (20mm) 3.00 Pcs Gate Valve (20mm) 3.00 Pcs Teflon Tape 4.00 Rolls Waste Water Lines 100mm X 3m Main Waste Water Line Pipe 5.00 Pcs 50mm X 3m Branch Waste Water Line Pipe 3.00 Pcs 100mm Clean Out 4.00 Pcs 50mm P- Trap 13.00 Pcs 100mm P- Trap 7.00 Pcs 50mm 90 Deg Elbow 8.00 Pcs 100mm 45 Deg Elbow 3.00 Pcs 50 X 100mm Wye 8.00 Pcs 100 X 100mm Wye 8.00 Pcs 50mm X 50mm Wye 10.00 Pcs 100mm Coupling 10.00 Pcs 50mm Tee- Connector 8.00 Pcs 50mm Stainless Floor Drain 7.00 Pcs 50mm Stainless Slop Sink Drain 2.00 Pcs Solvent Cement 4.00 Gal Male & Female Comfort Room Under Counter Lavatory 8.00 Sets Lavatory Faucet 8.00 Sets Two Piece Water Closet 13.00 Sets Tissue Holder 9.00 Pcs Floor Drain 7.00 Pcs Wall Mount Urinal 9.00 Pcs Hand Dryer 5.00 Pcs Vanity Mirror 1.4 X 0.60m 7.00 Pcs Vanity Mirror 1.4 X 1.4 M 1.00 Pcs Bidet 8.00 Pcs Compact Board Toilet Partition Including Accessories 35.00 Sq.m. Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount Construction Foreman 1.00 Skilled Laborer 2.00 Common Laborer 2.00 Labor Cost . . . . . . . . A Plumbing Total Material Cost B Plumbing Total Labor Cost C Plumbing Total Equipment Cost - D Plumbing Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit Spl-1 Furniture Quantity Unit 10 Sets Quantity Unit Unit Cost Amount A Materials 4 Seater Perforated Seat Stainless Gang Chair  1.5mm Thick Iron Seat And Back  Stainless Armrest And Base  Powder Coated 10.00 Sets Material Cost . . . . . . . . A Furniture Total Material Cost B Furniture Total Labor Cost - C Furniture Total Equipment Cost - D Furniture Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit Spl-2 Construction Safety & Health Program Quantity Unit 1 Lot Quantity Unit Unit Cost Amount A Materials First- Aid Kit 1.00 Units Safety Shoes 5.00 Pairs Safety Hats 5.00 Pcs Safety Vest 5.00 Pcs Safety Gloves 5.00 Pairs Material Cost . . . . . . . . B. Labor Quantity Dur. (days) Rate/day Amount First Aider 1.00 Labor Cost . . . . . . . . A Cosh Total Material Cost B Cosh Total Labor Cost C Cosh Total Equipment Cost - D Cosh Total Direct Cost Indirect Cost 1. Ocm (0% - 15% Of Tdc) __% Of Estimated Direct Cost 2. Contractor's Profit (0% - 10% Of Edc) __% Of Estimated Direct Cost E. Total Ocm & Profit __% Of D F. Value Added Tax, (vat) 5% Of (d + E) G. Total Estimated Indirect Cost ( F + E ), P H. Total Estimated Unit Indirect Cost (g / Quantity), P/unit Total Estimated Cost ( D + G ), P Total Estimated Unit Cost (total Estimated Cost / Quantity), P/unit Summary 1.00 Civil Works 1.01 Demolition Works 1.02 Roofing Works 2.00 Architectural Works 2.01 Carpentry Works 2.02 Painting Works 2.03 Tile Works 2.04 Ceiling Works 2.05 Masonry Works 2.06 Doors And Windows 3.00 Electrical Works 3.01 Lighting And Power Conduits And Fittings 3.02 Lighting And Power Conductors 3.03 Electrical Wiring Devices 3.04 Lighting Fixtures And Exhaust Fan 3.05 Acu & Exhaust Fan Pipes And Insulation 4.00 Mechanical Works 4.01 Ventilation Equipment And Accessories 5.00 Plumbing Works Spl-1 Furniture Spl-2 Construction Safety & Health Program Grand Total