Municipality Of Argao, Cebu Tender

Description The Bids & Awards Committee (bac) Of Municipality Of Argao, Cebu, Invites All Interested Suppliers/manufacturers/distributors/contractors/consultants To Apply For Eligibility And To Submit Bids For The Following: B.9 Mobilization /demobilization Quantity 1.00 L.s. Dpwh Standard Output Per Hour (oph)= 1.00 L.s. 1.00 L.s. Mobilization /demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: Number Of Hours 6.00 1.00 A. Backhoe (0.80 Mᶾ) 6.00 1.00 B. Dumptruck (12 Ydᶾ) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Project Billboard/signboard Direct Cost: A. Materials: 64.00 Sq.ft. A. Tarpaulin (4' X 8') 37.00 Bd.ft. B. Lumber Coco 1.00 Kg C. Common Nails Assorted 2.00 Sheets D. Plywood Marine (1/4" X 4' X 8') B. Manpower: Number Of Days 4.00 1.00 A. Construction Foreman 4.00 1.00 B. Skilled Laborer 4.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.7(2) Occupational Safety And Health Program Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. B.7(2) Direct Cost: A. Materials: 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days C. Working Gloves 1.00 Set D. First Aid Kit B. Manpower: Number Of Days 30.00 1.00 A. Safety Practitioner/officer (part Time) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil ) Quantity 35.67 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 35.67 M3 Structure Excavation (common Soil ) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. Backhoe (0.80 Mᶾ) 1.00 2.00 B. Dumptruck (12 Ydᶾ) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1)a Embankment From Borrow Quantity 54.77 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 54.77 M3 Embankment From Borrow Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1.00 A. Plate Compactor (5 Hp) 0.75 1.00 B. Backhoe (0.80 M3) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(4) Gravel Bedding Quantity 1.20 M3 Dpwh Standard Output Per Day (opd)= 1.20 M3 1.20 M3 Gravel Bedding Direct Cost: A. Materials: 1.05 M3 A. Gravel Bedding (g1)(w/5% Shrinkage Factor) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: 1.05 M3 A. Plate Compactor (5 Hp) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c2 "structural Concrete (slab On Fill And Concrete Wall" Quantity 22.71 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 22.71 M3 " Structural Concrete (slab On Fill And Concrete Wall)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c3 "structural Concrete (footing Tie Beam, Wall Footing)" Quantity 3.15 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 3.15 M3 " Structural Concrete (footing Tie Beam, Wall Footing)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c4 "structural Concrete (pedestal And Lentel Columns)" Quantity 1.21 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 1.21 M3 " Structural Concrete (pedestal And Lentel Columns)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c5 "structural Concrete (roof Beams, Lintel Beams, Cantilever Beams)" Quantity 2.01 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 2.01 M3 " Structural Concrete (roof Beams, Lintel Beams, Cantilever Beams)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 902(1) "reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Quantity 925.81 Kg Dpwh Standard Output Per Day (opd)= 143.44 Kg 925.81 Kg " Reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Direct Cost: A. Materials: 1.00 Kg A. Deformed Reinforcing Steel - G40 0.02 Kg B. #16galvanized Iron Wire C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 903 (1) Formworks And Falseworks (for Two To Five-storey Building) Quantity 30.00 M2 Dpwh Standard Output Per Day (opd)= 4.5 M2 30.00 M2 Formworks And Falseworks (for Two To Five-storey Building) Direct Cost: A. Materials: 0.35 Pc A. Phenolic Board (0.019 X 1.2 X 2.4) - 5 Uses 4.73 Bd Ft B. Good Lumber - 3 Use C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days Installation 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer Stripping 0.56 1.00 A. Construction Foreman 0.56 6.00 B. Unskilled Laborer C. Equipment And Water: No. Of Hours No. Of Units Name And Capacity "area = 205.01 M2" 0.50 40.00 A. H-frame 1.7 M X 1.2m, Set 0.50 1.00 2 Pes H-frames 4 Pcs Diagonal Cross Braces 4 Pcs Horizontal Braces 8 Pcs Joint Pins 14.00 62.00 B. Shoring Jack, 3.8 M Full Extension 14.00 80.00 C. Adjustable U-head Jack, 0.6m 14.00 80.00 D. Adjustable Base Jack, 0.6m 14.00 62.00 E. 1-1/2" Gi Pipe X 6.0 M 14.00 16.00 F. 1-1/2" Gi Pipe X 3.0 M 14.00 32.00 G. 1-1/2" Gi Pipe X 4.0 M 14.00 216.00 H. 1-1/2" Gi Pipe X 1.0 M 14.00 278.00 I. Tie Rod X 0.60m 14.00 558.00 J. Round Wing Nut Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (5) Metal Structure Accessories (steel Plates) Quantity 17.66 Kg Dpwh Standard Output Per Day (opd)= 12.995 Kg 17.66 Kg Metal Structure Accessories (steel Plates) Direct Cost: A. Materials: 1.05 Kg A. Steel Plates B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)b Structural Steel Roof (post And Truss) Quantity 695.39 Kg Dpwh Standard Output Per Day (opd)= 85.00 Kg 695.39 Kg Structural Steel Roof (post And Truss) Direct Cost: A. Materials: 1.00 Kg A. Structural Steel (channel Bar A36) 0.01 Kg B. Acetylene 0.02 Kg C. Oxygen 0.02 Kg D. Welding Rod E. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days Fabrication 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer Erection 0.49 3.00 A. Skilled Laborer 0.49 3.00 B. Unskilled Laborer C. Equipment And Water: 0.75 1.00 A. Welding Machine 0.25 1.00 B. Cutting Outfit 0.49 1.00 C. Truck Mounted Crane (20-25 Mt) Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)c Structural Steel Purlins Quantity 567.97 Kg Dpwh Standard Output Per Day (opd)= 90.45 Kg 567.97 Kg Structural Steel Purlins Direct Cost: A. Materials: 1.05 Kg A. Structural Steel Framing Including Cross 0.02 Kg B. Acetylene C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 2.00 A. Welding Machine Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (3)a Metal Structure Accessories (anchor Bolts) Quantity 24.00 Pc Dpwh Standard Output Per Day (opd)= 1 Pc 24.00 Pc Metal Structure Accessories (anchor Bolts) Direct Cost: A. Materials: 1.00 Pc A. Anchor Bolt B. Manpower: Number Of Days 0.10 1.00 A. Construction Foreman 0.10 1.00 B. Skilled Laborer 0.10 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (3)b Metal Structure Accessories (sagrods) Quantity 48.00 Pc Dpwh Standard Output Per Day (opd)= 1 Pc 48.00 Pc Metal Structure Accessories (sagrods) Direct Cost: A. Materials: 1.00 Pc A. Sagrod With Nuts And Bolts B. Manpower: Number Of Days 0.10 1.00 A. Construction Foreman 0.10 1.00 B. Skilled Laborer 0.10 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (3)c Metal Structure Accessories (turnbuckle) Quantity 4.00 Pc Dpwh Standard Output Per Day (opd)= 1 Pc 4.00 Pc Metal Structure Accessories (turnbuckle) Direct Cost: A. Materials: 1.00 Pc A. Standard Turnbuckle B. Manpower: Number Of Days 0.15 1.00 A. Construction Foreman 0.15 1.00 B. Skilled Laborer 0.15 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1051(1) Railings Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1 L.s. 1.00 L.s. Railings Direct Cost: A. Materials: 2.00 Lengths A. 2" X 2" X 1.55mm G.i Steel Tubular 4.00 Lengths B. 1" X 1" X 1.55mm G.i Steel Tubular 8.00 Kgs C. Welding Rod 1.00 Set D. Oxygen/acetylene 1.00 Gals E. Epoxy Primer F. Consumable (5% Of Material Cost) B. Manpower: Number Of Days 32.00 1.00 A. Construction Foreman 32.00 1.00 B. Skilled Laborer 32.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1046.00 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Quantity 162.49 M2 Dpwh Standard Output Per Day (opd)= 3.825 M2 162.49 M2 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Direct Cost: A. Materials: 13.00 Pc A. 100 Mm Thk Chb (non-load Bearing) 0.53 Bag B. Cement 0.04 Cu.m C.sand 3.24 Kg D. Reinforcing Steel 0.05 Kg E. #16 Tie Wire B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One-bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1027(1) Cement Plaster Finish Quantity 230.50 M2 Dpwh Standard Output Per Day (opd)= 7.125 M2 230.50 M2 Cement Plaster Finish Direct Cost: A. Materials: 0.33 Bag A. Cement 0.03 Cu.m B. Sand B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1014.00 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Quantity 178.94 M2 Dpwh Standard Output Per Day (opd)= 2.769 M2 178.94 M2 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Direct Cost: A. Materials: 1.00 M A. Prepainted Metal Sheets (rib Type, Long Span, 0.427mm Thk. 10.00 Pc B. Tek Screw C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(1) Fabricated Metal Roofing Accessory (flashings) Quantity 150.40 M Dpwh Standard Output Per Day (opd)= 10.00 M 150.40 M Fabricated Metal Roofing Accessory (flashings) Direct Cost: A. Materials: 1.05 M A. Flashings (bended) 19.00 Pc B. Blind Rivets C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)c Fabricated Metal Roofing Accessory (300mm Gutter) Quantity 143.20 M Dpwh Standard Output Per Day (opd)= 11.80 M 143.20 M Fabricated Metal Roofing Accessory (300mm Gutter) Direct Cost: A. Materials: 1.05 M A. Gutter (0.4 Mm) 3.00 Pc B. 12" X 1" Plain Gi Strap 16.00 Pc C. Blind Rivets C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1038(1) "reflective Insulation" Quantity 178.94 M2 Dpwh Standard Output Per Day (opd)= 178.94 M2 178.94 M2 " Reflective Insulation" Direct Cost: A. Materials: 1.00 M2 A. Reflective Insulation B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(1) 4.5mm Fiber Cement Board On Metal Frame Ceiling Quantity 825.63 M2 Dpwh Standard Output Per Day (opd)= 1.243 M2 825.63 M2 4.5mm Fiber Cement Board On Metal Frame Ceiling Direct Cost: A. Materials: 0.37 Pc "a. 4.5mm Fiber Cement Board Plywood" 1.13 Pc "b.metal Furring 3m Length" 0.36 Pc C. Carrying Channels 1.00 Pc D. Hanger Bars/rod 6.00 Pc E. Channel Clip 0.24 Pc F. Wall Angle 14.00 Pc G. Rivets 4.00 Pc H. 1" Metal Screw B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(1)e2 Metal Spandrel On Metal Frame Ceiling Quantity 224.64 224.64 Dpwh Standard Output Per Day (opd)= 1.243 M2 224.64 224.64 Metal Spandrel On Metal Frame Ceiling Direct Cost: A. Materials: 1.05 Sq.m. "a. Pre-painted Sheet - Spandrel Plywood" 1.13 Pc "b.metal Furring 3m Length" 0.36 Pc C. Carrying Channels 1.00 Pc D. Hanger Bars/rod 6.00 Pc E. Channel Clip 0.24 Pc F. Wall Angle 14.00 Pc G. Rivets 4.00 Pc H. 1" Metal Screw B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: 0.00 - Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(1)e3 Metal Pvc Ceiling Panel On Metal Frame Ceiling Quantity 280.00 M2 Dpwh Standard Output Per Day (opd)= 1.243 M2 280.00 M2 Metal Pvc Ceiling Panel On Metal Frame Ceiling Direct Cost: A. Materials: 1.05 Sq.m. A. Pvc Ceiling Panel 1.13 Pc "b.metal Furring 3m Length " 0.36 Pc C. Carrying Channels 1.00 Pc D. Hanger Bars/rod 6.00 Pc E. Channel Clip 0.24 Pc F. Edge Trim 14.00 Pc G. Rivets 4.00 Pc H. 1" Metal Screw B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)a Painting Works (masonry Painting) Quantity 1,650.13 M2 Dpwh Standard Output Per Day (opd)= 2.10 M2 1650.13 M2 Painting Works (masonry Painting) Direct Cost: A. Materials: 0.02 Gal A. Concrete Neutralizer 0.04 Gal B. Concrete Sealer/prime 0.05 Gal C. Patching Compound 0.08 Gal D. Semi Gloss Latex (two Coat Only) E. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1018(1) Glazed Tiles And Trims Quantity 555.15 M2 Dpwh Standard Output Per Day (opd)= 1 .365 M2 555.15 M2 Glazed Tiles And Trims Direct Cost: A. Materials: 1.05 M2 A. Glazed Tiles 0.33 Bags B. Cement 0.03 M3 C.sand 0.13 Bags D. Tile Grout 0.14 Bags E. Tile Adhesive (25 Kg) F. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1018.00 Unglazed Tiles Quantity 69.65 M2 Dpwh Standard Output Per Day (opd)= 1 .95 M2 69.65 M2 Unglazed Tiles Direct Cost: A. Materials: 1.05 M2 A. Unglazed Tiles 0.33 Bag B. Cement 0.03 M3 C.sand 0.13 Bag D. Tile Grout 0.14 Bags E. Tile Adhesive (25 Kg) F. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: 86.88 Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1019(1)d Laminated Wood Tiles Quantity 306.00 M2 Dpwh Standard Output Per Day (opd)= 1 .95 M2 306.00 M2 Laminated Wood Tiles Direct Cost: A. Materials: 1.05 M2 A. Laminated Wood Tiles 0.50 L B. Glue Adhesive 0.33 Bag C. Cement 0.03 M3 D.sand H. Consumables (5% Of Materials Cost) B. Manpower: 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1008(1)a Aluminum Glass Window (sliding) Quantity 32.48 M2 Dpwh Standard Output Per Day (opd)= 0.36 M2 32.48 M2 Aluminum Glass Window (sliding) Direct Cost: A. Materials: 1.00 M2 A.aluminum Glass Window (sliding) B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1008(1)b Aluminum Glass Window (awning) Quantity 8.10 M2 Dpwh Standard Output Per Day (opd)= 0.36 M2 8.10 M2 Aluminum Glass Window (awning) Direct Cost: A. Materials: 1.00 M2 A.aluminum Glass Window (awning) B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1008(1)c Aluminum Glass Window (fixed) Quantity 41.70 M2 Dpwh Standard Output Per Day (opd)= 0.36 M2 41.70 M2 Aluminum Glass Window (fixed) Direct Cost: A. Materials: 1.00 M2 A.aluminum Glass Window (fixed) B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1009 (1)a Jalousie Window (glass) Quantity 5.23 M2 Dpwh Standard Output Per Day (opd)= 0.27 M2 5.23 M2 Jalousie Window (glass) Direct Cost: A. Materials: 1.00 M2 A.jalousie Window (glass B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1010 (1) Frames (jambs, Sill, Head, Transoms And Mullions) Quantity 39.00 Set Dpwh Standard Output Per Day (opd)= 1 Set 39.00 Set Frames (jambs, Sill, Head, Transoms And Mullions) Direct Cost: A. Materials: 1.00 Set A.jambs, Sill, Head, Transoms And Mullion B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 2.00 1.00 A. Construction Foreman 2.00 1.00 B. Skilled Laborer 2.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1010 (2)a Pvc Doors Quantity 24.57 M2 Dpwh Standard Output Per Day (opd)= 0.315 M2 24.57 M2 Pvc Doors Direct Cost: A. Materials: 0.58 M2 A.pvc Door B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1010 (2)b Wooden Panel Door Quantity 39.78 M2 Dpwh Standard Output Per Day (opd)= 0.36 M2 39.78 M2 Wooden Panel Door Direct Cost: A. Materials: 1.00 M2 A.wooden Panel Door B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1006 (5) Fire Rated Fire Exit Steel Door Quantity 2.52 M2 Dpwh Standard Output Per Day (opd)= 0.26 M2 2.52 M2 Fire Rated Fire Exit Steel Door Direct Cost: A. Materials: 1.00 M2 A. Hollow Steel Door/ Steel Flush Doorl Grille Door/steel Louver Door B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1100(10) Conduit Works, Boxes And Fittings Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= "1.00 I.s. " 1.00 I.s. Conduit Works, Boxes And Fittings Direct Cost: A. Materials: 1.00 Length A. 25 Mm Ø X 3.00 M Rsc Pipe 80.00 Length B. 15 Mm Ø X 3.00 Mm Pvc Pipes 10.00 Pcs C. 15mm Ø Pvc Coupling 30.00 Pcs D. 15mm Ø Pvc Elbow 25.00 Pcs E. Utility Box 30.00 Pcs F. Junction Box 1.00 Pcs G. 25mm Ø Entrance Cap H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 47.39 1.00 A. Construction Foreman 47.39 1.00 B. Skilled Laborer 47.39 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1101(33) Wires And Wiring Devices Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= 1.00 I.s. 1.00 I.s. Wires And Wiring Devices Direct Cost: A. Materials: 6.00 Rolls A.3.5 Mm2 Electric Wire Thhn 6.00 Rolls B.5.5 Mm2 Electric Wire Thhn 3.00 M C. 8.00 Mm2 Electric Wire (thhn) 10.00 Set D. Single-gang Switch 8.00 Set E. Two-gang Switch 4.00 Set F. Three-gang Switch 60.00 Set G. 3- Gang Convenience Outlet H. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 28.05 1.00 A. Construction Foreman 28.05 1.00 B. Skilled Laborer 28.05 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1102(1) Panel Board With Main Breaker/branches Quantity 1.00 Set Dpwh Standard Output Per Day (opd)= 1 Set 1.00 Set Panel Board With Main Breaker/branches Direct Cost: A. Materials: 1.00 Set A. Main Panel Board With 250 At,2p Main Breaker, 1-branches 200 At,2p And 1- 80at,2p 1.00 Set B. Empty Panel Board With 24 Branches 1.00 Set C. Empty Panel Board With 16 Branches 13.00 Pcs B. 30 Amp. Plug-in Breaker 25.00 Pcs C. 20 Amp. Plug-in Breaker 2.00 Pcs D. 15 Amp. Plug-in Breaker E. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 5.50 1.00 A. Construction Foreman 5.50 1.00 B. Skilled Laborer 5.50 2.00 C. Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1103(1) Lighting Fixtures & Lamps Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= 1.00 I.s. 1.00 I.s. Lighting Fixtures & Lamps Direct Cost: A. Materials: 40.00 Set A. 9 Watts Led Wall Light 223.00 Set B. 9 Watts Led Down Light Recessed Type 30.00 Units C. Emergency Lamp (twin Head) 4.00 Units D. Exhaust Fan 400.00 L.m E. Led Striplight 14 Watts With Controller B. Manpower: Number Of Days 29.00 1.00 A. Construction Foreman 29.00 1.00 B. Skilled Laborer 29.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1001 (8) Sewer Line Work Quantity 1.00 Ls Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 Ls Sewer Line Work Direct Cost: A. Materials: 10.00 Lengths A. 50 Mm Ø Pvc Pipe,series 1000 10.00 Lengths B. 100 Mm Ø Pvc Pipe, Series 1000 8.00 Pcs C. Pvc 45 Deg. (3mm Bend X 50mm) 2.00 Pcs D. Pvc 45 Deg. (3mm Bend X 101mm) 2.00 Pcs E. Pvc 87.5 Deg. (6mm Bend X 101mm) 2.00 Pcs F. Pvc 45 Deg. Single Branch, Wye (101mm X 101mm) 2.00 Pcs G. Pvc 87.5 Deg. Single Branch, Seep, Tee (101mm X 50mm) 3.00 Pcs H. Pvc Coupling (50mm D) 3.00 Pcs I. Pvc Coupling3 (101mm D) 2.00 Pcs L. Pvc Cleanout W/ Plug & Sealing Rings (101mm) M. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 16.00 1.00 A. Construction Foreman 16.00 1.00 B. Skilled Laborer 16.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1001 (9) Storm Drainage And Downspout Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Storm Drainage And Downspout Direct Cost: A. Materials: 45.00 Lengths A. 75 Mm Ø Pvc Pipe,series 1000 20.00 Ea B. Pvc 45 Deg. (3mm Bend X 76mm) 15.00 Ea C. Pvc Coupling (76mm D) D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 8.00 1.00 A. Construction Foreman 8.00 1.00 B. Skilled Laborer 8.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1002(6) Cold Waterline Pipes And Fittings Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= "1.00 I.s. " 1.00 I.s. Cold Waterline Pipes And Fittings Direct Cost: A. Materials: 10.00 Lengths A.13 Mm Ø X 4.00 M (ppr) Pipe, Pn 20 7.00 Pcs B.13 Mm Ø Ppr Elbow - Threaded 10.00 Pcs C.13 Mm Ø Ppr Elbow 10.00 Pcs D.13 Mm Ø Ppr Coupling 2.00 Pcs E.13 Mm Ø Gate Valve 2.00 Pcs F.13 Mm Ø Ppr Union 5.00 Pcs G.13 Mm Ø Ppr Tee H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 6.65 1.00 A. Construction Foreman 6.65 1.00 B. Skilled Laborer 6.65 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1002(5) Plumbing Fixtures Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= 1.00 I.s. 1.00 I.s. Plumbing Fixtures Direct Cost: A. Materials: 16.00 Set A. Water Closet With Complete Accessories 4.00 Set B. Urinal With Complete Accessories 14.00 Set C. Lavatory (wall Hung) 23.00 Set D. Floor Drain 2.00 Set E. Soap Holder (toilet Soap / Liquid Soap) 16.00 Set F. Toilet Tissue Holder/dispenser 16.00 Set G. Bidet 14.00 Set H.lavatory Faucet 1.50 M I. 38 Mm Stainless Steel Grab Bar 5.04 Sq.m. J. Facial Mirror With Led 6.00 Set K. Telephone Shower 1.00 Set L. Kitchen Sink B. Consumables (% Of Materials Cost) B. Manpower: Number Of Hours 16.48 1.00 A. Construction Foreman 16.48 1.00 B. Skilled Laborer 16.48 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1201(1) Water Pumping System Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= 1 I.s. 1.00 I.s. Water Pumping System Direct Cost: A. Materials: 1.00 Unit Stainless Steel Water Tank (4000 Liters Cap.) Diameter 118cm X 220 Cm Height 1.00 Unit Automatic Booster Waterpump Inclusion: 100 Liters Bladder Tank, Automatic Pressure Setting 20 Psi To Cut Off 40 Psi,stainless Steel Flexible Hose, Pressure Switch And Pressure Guage Pp 3 Way Connector. 1.00 Unit Pressure Tank -with Maximum Working Pressure: 125 Psi, Factory Precharge: 20 Psi, Nominal Volume 130 Liters 6.00 Bags Portland Cement 1.00 Cu.m Washed Sand 2.50 Cu.m Coarsed Gravel 6.00 Lengths 10mm Dia. Deformed Bars 2.00 Kgs Gi Tie Wire #16 3.00 Lengths Ppr Pipe 1/2" 2.00 Lengths Ppr Pipe 3/4" 6.00 Lengths Ppr Pipe 1" 2.00 Unit Ppr Ball Valve 1" 4.00 Pcs Teflon (tumbo) 1" 4.00 Pcs P.e Coupling 1/2" 6.00 Pcs Ppr Female Coupling Adaptor 1" 6.00 Pcs Ppr Male Coupling Adaptor 1/2" 8.00 Pcs Ppr Elbow (plain) 1" 4.00 Pcs Ppr Union 1" 2.00 Pcs Ppr Coupling Reducer 1" X 3/4" 3.00 Pcs Ppr Coupling Reducer 1" X 1/2" 1.00 Pcs Ppr Female Elbow 3/4" 1.00 Pcs Float Valve 3/4" 4.00 Pcs Ppr Elbow 1/2" 1.00 Pcs Check Valve 1" 1.00 Unit Liquid Level Switch B. Manpower: Number Of Hours 240.00 1.00 A. Construction Foreman 240.00 1.00 B. Skilled Laborer 240.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1300.00 Installation Of High Pressured Board Comfort Room Cubicle Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= 1 I.s. 1.00 I.s. Installation Of High Pressured Board Comfort Room Cubicle Direct Cost: A. Materials: 11.00 Sheets 1530mm X 1830mm X 12mm High Pressure Board 8.00 Lengths 3/4" + 1/2" X 3m Length Aluminum Top Rail 4.00 Lengths Aluminum Edge Profile 20mm X 2.44 Meter 6.00 Lengths Aluminum U-channel 20mm X 2.44 Meter 200.00 Pcs 8mm Dia X 11mm Phenolic Board Screw 6.00 Pcs Door Stopper With Coat Hook 16.00 Pcs Adjustable Leg Foot 6.00 Set Indicator Lock 6.00 Pcs Hook Hanger 6.00 Pcs Self Closing Hinge 6.00 Pcs Knob Handle 20.00 Pcs Corner Bracket B. Manpower: Number Of Hours 80.00 1.00 A. Construction Foreman 80.00 1.00 B. Skilled Laborer 80.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1004(2) Finishing Hardware Quantity 1.00 Set Dpwh Standard Output Per Day (opd)= 1 Set 1.00 Set Finishing Hardware Direct Cost: A. Materials: 1.00 Set A. Finishing Hardwares (locksetllatches, Bolts, Door Closer, Knobs/handles/ Hinges/ Ladderl Grab Bar) B. Manpower: Number Of Hours 8.00 1.00 A. Construction Foreman 8.00 1.00 B. Skilled Laborer 8.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1600.00 Vent Blocks Quantity 1.00 L.s Dpwh Standard Output Per Day (opd)= 1.00 L.s 1.00 L.s Vent Blocks Direct Cost: A. Materials: 310.00 Pcs A. 200mm X 200mm Vent Blocks 14.00 Bags B. Cement 2.00 Cu.m C. Sand 10.00 Lengths D. 10mm Deformed Bar E. Consumbles (5% Of Material Price) B. Manpower: Number Of Hours 56.00 1.00 A. Construction Foreman 56.00 1.00 B. Skilled Laborer 56.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(2)f Wood Cladding Quantity 57.04 M2 Dpwh Standard Output Per Day (opd)= 1.243 M2 57.04 M2 Wood Cladding Direct Cost: A. Materials: 1.05 Sq.m. A. Wood Cladding 10.00 Pc B. 1" Wood Screw Consumables (5% Of Material Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1200.00 Air Conditioning System Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= 1 I.s. 1.00 I.s. Air Conditioning System Direct Cost: A. Materials: 4.00 Units Floor Mounted Airconditioner ,power Supply 230v/3ph/60hz, Refrigerant R410a, Cooling Capacity 52,000 Kj/hr,system Power Input 5,500w, Eer 9.5kj/w-hr 7.00 Lot Inverter Split Type Aircon, Wall Mounted , 1 Hp,cooling Capacity 12,555 Kj/hr,system Power Input 230 V, 60hz, Eer 6.4 Kj/w-hr Consumables (1% Of Material Cost) B. Manpower: Number Of Hours 24.00 1.00 A. Construction Foreman 24.00 1.00 B. Skilled Laborer 24.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1400.00 Cast Metal Letters Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Cast Metal Letters Direct Cost: A. Materials: 1.00 Lot A. Lighted Cast Metal Letters (argao Pavilion) B. Manpower: Number Of Hours 4.00 1.00 A. Construction Foreman 4.00 1.00 B. Skilled Laborer 4.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1500.00 Furnitures And Fixtures Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Furnitures And Fixtures Direct Cost: A. Materials: 1.00 Pcs A. Office Chair 1.00 Pcs B. Office Table 1.00 Unit C. Vip Lounge Sofa- Height Including Back Cushions: 83 Cm (32 5/8 "), Backrest Height: 68 Cm (26 3/4 "),width: 241 Cm (94 7/8 "),depth: 98 Cm (38 5/8 "),height Under Furniture: 6 Cm (2 3/8 ") 18.00 Set E. Single Bed With Mattress Can Vary In Size, But Typically Measure 36 In X 75 In (91 Cm X 190 Cm). 200.00 Pcs F. Aluminum Banquet Chair -w:450mm D:600mm Seating H: 480mm Total H: 930mm Weight: 5.9 Kg 4.00 Unit G. 1 X - Clients Chair, Black Vinyl/black Frame- 17.5"w X 20.25"d X 34"h (44.5 X 51.4 X 86.4 Cm) 6.00 Unit H. Modern And Contracted Bedroom 2 Doors Furniture Metal Wardrobe (w 2000mm,h 1200mm X D 500mm) 1.00 Set I.modern Luxury Office Furniture Meeting Room Conference Meeting Table With 10 Chairs B. Manpower: Number Of Hours 4.00 1.00 A. Construction Foreman 4.00 1.00 B. Skilled Laborer 4.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)