Shoes Tenders

Details: Description Unit Description Quantity Item 103 Excavation Quantity: 63.00 Cu.m. Labor: 5 Laborer 15 Day Item 900 Structural Concrete Quantity: 103.32 Cu.m. Materials: Portland Cement 775.00 Bag(s) Sand 68.00 Cu.m Crushed Gravel (g-1) 104.00 Cu.m 12 Mmø Rsb X 6m 630.00 Pc(s) 10 Mmø Rsb X 6m 788.00 Pc(s) Tie Wire # 16 15.00 Kg(s) C W N # Asstd 15.00 Kg(s) Ord. Plywood # 1/4 X 4 X 8 65.00 Pc(s) Coco Lumber ( 2 X 2 X 8 ) 350.00 Pc(s) Labor: 1 Construction Foreman 25.00 Day 7 Skilled Worker 25.00 Day 12 Laborer 25.00 Day Item 1047 Structural Steel(steel Post & Solar Panel) Quantity: 315 Pcs Materials: Tapered Pole With Single Arm( 4in-2in 1.5 M Single Arm) L = 5m 315.00 Pcs Split Solar Streetlights 500watts (see Attached Specs) 315.00 Pcs Steel Round Solid Bar Metal Rod (6mmx100mm) 630.00 Pcs Welding Rod 25.00 Kg Anchor Bolt/nut ( 1/4 X 8 ) 1,260.00 Pcs Angle Bar ( 1 X 1 ) 1/4 157.50 Pcs Equipment Rental Boom Truck 2.5 Tons Lift Capacity 30.00 Days Labor 1 Construction Foreman 30.00 Day 8 Skilled Worker 30.00 Day 10 Laborer 30.00 Day Item 1032 Painting Works Quantity: 1.00 Lot Materials: Q D E Paint 15.00 Gals Flat Latex Paint 15.00 Gals Laquer Thinner 6.00 Gals Baby Roller 15.00 Pcs Paint Brush # 4 15.00 Pcs Labor: 2 Skilled Worker 15.00 Days 2 Laborer 15.00 Days Spl 1 Signages Quantity: 1.00 Lot Materials Metal Signages With Flat Bar Framing (400mmx250mm) 315.00 Pcs Metal Signages For Pedestal (5"x12") 315.00 Pcs Labor: 1 Construction Foreman 15.00 Days 3 Skilled Worker 15.00 Days 3 Laborer 15.00 Days Item 605 Project Signboard Quantity: 5.76 Sq.m Materials Tarpauline 8' X 8' 1.00 Pc Ordinary Plywood 1/4" 2.00 Pc(s) Cocolumber 2" X 3" X 12' 5.00 Pc(s) Assorted Nail 1.00 Kg Labor: 1 Skilled Worker 0.50 Days 2 Laborer 0.50 Days Spl 2 Construction Safety And Health Quantity: 1.00 Lot Materials Safety Helmet 10.00 Pc(s) Hand Gloves 10.00 Pair(s) Safety Shoes 10.00 Pair(s) Misc (medicine, Medicine Cabinet, Water, First Aid Kit) 1.00 Lot Cluster 5 Behia - 25 St. Francis - 71 San Jose - 32 Anastacia - 44 San Isidro - 18 Palagaran - 47 Cabatang - 78

Details: 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.1 Mobilization/demobilization Quantity 1.00 Ls Dpwh Standard Output Per Hour (oph) 1.00 Ls 1.00 L.s. Mobilization/demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: 4 Hour Unit Transit Mixer 1 Hour Water Truck/pump (16000 L) 1 Hour Motorized Road Grader (140 Hp), 6710a 1 Hour Vibratory Roller (10 Mt), Sd 100 Dc 1 Hour Backhoe 80 Cc 1 Hour Payloader (1.50 Cu.m), Lx80-2c 2 Hour Dump Truck (12 Yd3) 1 Hour Bulldozer, D6h Series Ii Psds/dd Indirect Cost: Contractor's Profit Ocm Tax (vat/withholding Tax) B.2 Project Billboard/signboard Quantity 2.00 Each Dpwh Standard Output Per Day (opd) 2.00 Each 2.00 Each Project Billboard/signboard Direct Cost: A. Materials: 64.00 Sq.ft Tarpaulin (4' X 8') 74.00 Bdft Lumber Coco 2.00 Kg(s) Common Nails Assorted 2.00 Pc(s) Plywood Marine (3/16" X 4' X 8') B. Manpower: Number Of Days Number Of Person: Unit 1 1 Construction Foreman Day 1 1 Skilled Laborer Day 1 1 Unskilled Laborer Day C. Equipment: Indirect Cost: Contractor's Profit Ocm Tax (vat/withholding Tax) B.3 Occupational Safety And Health Program Quantity 1.00 L.s Dpwh Standard Output Per Day (opd) 1.00 L.s 1.00 L.s Occupational Safety And Health Program Direct Cost: A. Materials: 14.00 Pcs Safety Helmet 14.00 Pair Safety Shoes 14.00 Pcs Safety Vest 14.00 Pair Working Gloves B. Manpower: Number Of Days Number Of Person: Unit 20.00 1 Safety Practitioner/officer (part Time) Day(s) 20.00 1 First Aider Day(s) C. Equipment And Water: C.1 Equipment Rental, Fuel & Oil Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.4 Construction Survey And Staking Quantity 0.453 Km Dpwh Standard Output Per Day (opd) 0.3 Km/day 0.453 Km Construction Survey And Staking Direct Cost: A. Materials: 35.00 Pcs Standard Stake Plan 175.00 Pcs Blue Printing Miscellaneous (5% Of Materials Cost) B. Manpower: Number Of Days Number Of Person: Field Work 0.69 1 Geodetic Engineer 0.69 3 Skilled Laborer 0.69 3 Unskilled Laborer Office Work 2.08 1 Geodetic Engineer 2.08 2 Skilled Laborer C. Equipment And Water: C.1 Equipment Rental, Fuel & Oil 0.69 1 Total Station With Complete Accessories Day(s) Minor Tools (10% Of Labor) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 100(1) Clearing And Grubbing Quantity 1.54 Ha Dpwh Standard Output Per Hour (oph) 0.05 Ha 1.54 Ha Clearing And Grubbing Direct Cost: A. Materials: B. Manpower: Number Of Days/hours Number Of Person: 1.00 1 Construction Foreman 1.00 2 Unskilled Laborer C. Equipment And Water: C.1 Equipment Rental, Fuel & Oil 1.00 2 Dump Truck (12 Yd3) 1.00 1 Payloader (1.50 Cu.m), Lx80-2c 1.00 1 Bulldozer Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 100(3)a Individual Removal Of Trees Quantity 60 Each Dpwh Standard Output Per Hour (oph) 1 Each 60 Each Individual Removal Of Trees Direct Cost: A. Materials: 20.00 M Rope 1'' Diam. (5 Uses) B. Manpower: Number Of Days/hours Number Of Person: 0.33 1 Construction Foreman 0.33 1 Skilled Laborer 0.33 2 Unskilled Laborer C. Equipment And Water: C.1 Equipment Rental, Fuel & Oil 0.25 1 Backhoe 80 Cc 0.17 1 Dump Truck (12 Yd3) 0.17 1 Chainsaw Hour Minor Tools (5% Of Labor) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 102(1) Roadway Excavation (unsuitable) Quantity 9,513.00 Cu.m Dpwh Standard Output Per Hour (oph) 20 Cu.m 9,513.00 Cu.m Roadway Excavation (unsuitable) Direct Cost: A. Materials: B. Manpower: Number Of Days/hours Number Of Person: 1.00 1 Construction Foreman 1.00 3 Unskilled Laborer C. Equipment And Water: C.1 Equipment Rental, Fuel & Oil 1.00 2 Dump Truck (12 Yd3) 1.00 1 Backhoe 80 Cc 0.10 1 Payloader (1.50cc) At Disposal Site Minor Tools (10% Of Labor) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 104(1)b Embankment From Roadway Excavation Quantity 2,548.13 Cu.m Dpwh Standard Output Per Hour (oph) 50 Cc 2,548.13 Cu.m Embankment From Roadway Excavation Direct Cost: A. Materials: B. Manpower: Number Of Days/hours Number Of Person: For Excavation Work: 0.83 1 Construction Foreman 0.83 2 Unskilled Laborer Spreading And Compaction: 1.00 1 Construction Foreman 1.00 2 Unskilled Laborer C. Equipment And Water: C.1 Equipment Rental, Fuel & Oil For Excavation Work: 0.83 1 Bulldozer, D6h Series Ii Psds/dd 0.83 1 Payloader (1.50cc) 0.83 1 Dump Truck (12 Yd3) Spreading And Compaction: 1.00 1 Motorized Road Grader (140 Hp) G710a 1.00 1 Vibratory Roller (10mt), Sd100dc 0.25 1 Water Truck/pump (16000 L) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 105(3) Subgrade Preparation(unsuitable Material) Quantity 6,795.00 Sq.m Dpwh Standard Output Per Hour (oph) 300 Sq.m 6,795.00 Sq.m Subgrade Preparation(unsuitable Material) Direct Cost: A. Materials: B. Manpower: Number Of Days/hours Number Of Person: 1.00 1 Construction Foreman 1.00 2 Unskilled Laborer C. Equipment And Water: C.1 Equipment Rental, Fuel & Oil 1.00 1 Motorized Road Grader (140 Hp) G710a 1.00 1 Vibratory Roller (10mt), Sd100dc 0.25 1 Water Truck/pump (16000 L) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 201.00 Aggregate Base Course Quantity 679.5 Cu.m Dpwh Standard Output Per Hour (oph) 50 Cu.m 679.5 Cu.m Aggregate Base Course Direct Cost: A. Materials: 1.15 Cu.m Aggregate Base Course Or Its Equivalent Filler Material For Correction Of Existing Grade (w/ 15% Shrinkage Factor) B. Manpower: Number Of Days/hours Number Of Person: 1.00 1 Construction Foreman 1.00 2 Unskilled Laborer C. Equipment And Water: C.1 Equipment Rental, Fuel & Oil 1.00 1 Unit Motorized Road Grader (140 Hp), 6710a 0.50 1 Unit Vibratory Roller (10 Mt), Sd 100 Dc 1.00 1 Unit Water Truck/pump (16000 L) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 311(1)a.2 Pcc Pavement (plain) - Conventional Method Quantity 270.4 Cu.m Dpwh Standard Output Per Hour (oph) 80.5 Cu.m 270.4 Cu.m Pcc Pavement (plain) - Conventional Method Direct Cost: A. Materials: 0.39 Kg Reinforcing Steel Bar 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Forms (rental) 0.11 M3 Washed Sand 0.20 M3 Washed Gravel 1.90 Bag Portland Cement, Type 1 0.00015 Pc Concrete Saw (diamond Blade 14" Ø) 0.00860 M Pipe Sleeve, 1 1/2" Ø 0.00560 L Grease/tar B. Manpower: Number Of Days/hours Number Of Person: 1.00 1 Construction Foreman 1.00 4 Skilled Laborer 1.00 12 Unskilled Laborer C. Equipment And Water: C.1 Equipment Rental, Fuel & Oil 1.00 4 Transit Mixer (5cc) 1.00 2 Concrete Vibrator 1.00 1 Concrete Batch Plant (30cc) 1.00 1 Payloader (1.50cc) 1.00 1 Concrete Screeder (5.5 Hp) 1.00 1 Water Truck/pump (16000 L) 1.00 1 Concrete Saw (7.5hp), 14" Blade Ø 0.10 1 Bar Cutter, Single Phase Minor Tools (5% Of Labor) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 505(5) Grouted Riprap (class A) Quantity 362.4 Cu.m Dpwh Standard Output Per Hour (oph) 1.25 Cu.m 362.4 Cu.m Grouted Riprap (class A) Direct Cost: A. Materials: 3.00 Bag Portland Cement, Type 1 0.25 M3 Washed Sand 0.02 M3 Gravel Fill 0.30 M Weep Holes (pvc) 0.02 Sq.m Filter Cloth 1.05 M3 Boulders (15kg-25kg) Miscellaneous (1% Of Materials Cost) B. Manpower: Number Of Days/hours Number Of Person: 1.00 1 Construction Foreman 1.00 2 Skilled Laborer 1.00 8 Unskilled Laborer C. Equipment And Water: C.1 Equipment Rental, Fuel & Oil 1.00 1 One Bagger Mixer 0.05 1 Water Truck/pump (16000 L) Minor Tools (5% Of Labor) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: 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)

Details: 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 Ls 1.00 L.s. Mobilization /demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: Number Of Hours 1.00 6.00 A. Backhoe (0.80 Mᶾ) 1.00 6.00 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 Ls 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: 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. Occupational Safety And Health Program Direct Cost: A. Materials: Ppe 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days C. Working Gloves 1.00 Set E. First Aid Kit B. Manpower: Number Of Days 15.00 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) B.3 Permits And Clearances Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Permits And Clearances Direct Cost: A. Materials: 1.00 L.s. Permits And Other Clearances - Building Permit Processing Fees Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil) Quantity 25.92 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 25.92 M3 Structure Excavation (common Soil) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 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) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1)a Embankment From Structure Excavation Quantity 25.92 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 25.92 M3 Embankment From Structure Excavation Direct Cost: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 0.75 A. Plate Compactor (5 Hp) 1.00 0.75 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 6.01 M3 Dpwh Standard Output Per Hour (oph)= 1.20 M3 6.01 M3 Gravel Bedding Direct Cost: A. Materials: 1.05 M3 A. Gravel Bedding (g1)(w/5% Shrinkage Factor) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Plate Compactor (5 Hp) 0.00 0.00 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 (footing,tie Beam, Roof Beam Slab On Fill)" Quantity 18.43 M3 Dpwh Standard Output Per Hour (oph)= 0.36 M3 18.43 M3 " Structural Concrete (footing,tie Beam, Roof Beam Slab On Fill)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 8.00 B. Skilled Laborer 1.00 15.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 2.00 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 (columns)" Quantity 5.94 M3 Dpwh Standard Output Per Hour (oph)= 0.36 M3 5.94 M3 " Structural Concrete (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 Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Laborer 1.00 8.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 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 3,135.93 Kg Dpwh Standard Output Per Hour (oph)= 143.44 Kg 3135.93 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 Hours 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: Number Of Hours 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 (2) Formworks And Falseworks Quantity 69.50 M2 Dpwh Standard Output Per Hour (oph)= 3.24 M2 69.50 M2 Formworks And Falseworks Direct Cost: A. Materials: 0.35 Pcs A. Ordinary Plywood - 3 Uses 7.19 Bd Ft B. Good Lumber - 3 Use 0.21 Kg C. Assorted Common Wire Nail D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Installation 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer Removal 0.41 1.00 A. Construction Foreman 0.41 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1046 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Quantity 154.26 M2 Dpwh Standard Output Per Hour (oph)= 3.83 M2 154.26 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 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: Number Of Hours 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 308.52 M2 Dpwh Standard Output Per Hour (oph)= 7.13 M2 308.52 M2 Cement Plaster Finish Direct Cost: A. Materials: 0.33 Bag A. Cement 0.03 Cu.m B. Sand B. Manpower: Number Of Hours 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: Number Of Hours 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 Truss & Member) Quantity 2,447.63 Kg Dpwh Standard Output Per Hour (oph)= 85.00 Kg 2447.63 Kg Structural Steel (roof Truss & Member) 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 Hours Fabrication 6.00 1.00 A. Construction Foreman 6.00 3.00 B. Skilled Laborer 6.00 8.00 C. Unskilled Laborer Erection 6.00 3.00 A. Skilled Laborer 6.00 5.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 4.00 1.00 A. Welding Machine 4.00 1.00 B. Cutting Outfit 4.00 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 403.16 Kg Dpwh Standard Output Per Hour (oph)= 90.45 Kg 403.16 Kg Structural Steel Purlins Direct Cost: A. Materials: 1.05 Kg A. Structural Steel Framing Including Cross 0.02 Kg B. Acetylene 0.00 0 C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 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 (7)b Metal Structure Accessories (sag Rods) Quantity 49.13 Kg Dpwh Standard Output Per Hour (oph)= 12.995 Kg 49.13 Kg Metal Structure Accessories (sag Rods) Direct Cost: A. Materials: 1.05 Kg A. Sag Rods With Nuts & Bolts B. Manpower: Number Of Hours Fabrication 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: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (4) Metal Structure Accessories (cross Bracing) Quantity 33.11 Kg Dpwh Standard Output Per Hour (oph)= 12.995 Kg 33.11 Kg Metal Structure Accessories (cross Bracing) Direct Cost: A. Materials: 1.05 Kg A. Cross Bracing B. Consumables (3% Of The Material Cost) B. Manpower: Number Of Hours Fabrication 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: Number Of Hours 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 12.00 Each Dpwh Standard Output Per Hour (oph)= 1.000 Each 12.00 Each Metal Structure Accessories (turnbuckle) Direct Cost: A. Materials: 1.05 Kg A. Cross Bracing B. Consumables (3% Of The Material Cost) B. Manpower: Number Of Hours Fabrication 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: Number Of Hours 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 89.64 M2 Dpwh Standard Output Per Hour (oph)= 2.769 M2 89.64 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 B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 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& Metal Fascia) Quantity 44.20 M Dpwh Standard Output Per Hour (oph)= 10.600 M 44.20 M Fabricated Metal Roofing Accessory (flashings& Metal Fascia) Direct Cost: A. Materials: 1.05 M A. Flashings (bended) 1.05 M B.metal Fascia 19.00 Pc C. Blind Rivets D. 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 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 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 (gutter) Quantity 17.30 M Dpwh Standard Output Per Hour (oph)= 11.800 M 17.30 M Fabricated Metal Roofing Accessory (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 D. 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 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)a1 Fabricated Metal Roofing Accessory (ridge Roll) Quantity 6.80 M Dpwh Standard Output Per Hour (oph)= 11.800 M 6.80 M Fabricated Metal Roofing Accessory (ridge Roll) Direct Cost: A. Materials: 1.05 M A. Prepainted Ridge Roll, Ga. 24 (0.701mmx2.44mm) 19.00 Pc B. Blind Rivets 0.00 0 C. 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: Number Of Hours 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 42.84 M2 Dpwh Standard Output Per Hour (oph)= 5.560 M2 42.84 M2 " Reflective Insulation" Direct Cost: A. Materials: 1.00 M2 A. Reflective Insulation B. Consumables (5% Of Materials 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: Number Of Hours 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 42.84 M2 Dpwh Standard Output Per Hour (oph)= 1.243 M2 42.84 M2 4.5mm Fiber Cement Board On Metal Frame Ceiling Direct Cost: A. Materials: 0.37 Pc A. 4.5mm Fiber Cement Board 1.13 Pc B. Metal Furring 0.36 Pc C. Carrying Channel 1.00 Pc D. Hanger Bar/ Rods 6.00 Pc E. Channel Clip 0.24 Pc F. Wall Angle 14.00 Pc G. Rivets B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 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 18.00 M2 Dpwh Standard Output Per Hour (oph)= 1.243 M2 18.00 M2 Metal Spandrel On Metal Frame Ceiling Direct Cost: A. Materials: 1.05 Sq.m A. Prepainted Ga. Sheet Spandrel 1.13 Pc B. Metal Furring 0.36 Pc C.carrying Channel 1.00 Pc D. Hanger Bar/rods 6.00 Pc E. Channel Clip 0.24 Pc F. Wall Angle 14.00 Pc G. Rivets 4.00 Pc H. Metal Screw 1" 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: Number Of Hours 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 3.60 M2 Dpwh Standard Output Per Hour (oph)= 0.360 M2 3.60 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 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: Number Of Hours 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 1.92 M2 Dpwh Standard Output Per Hour (oph)= 0.360 M2 1.92 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 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: Number Of Hours 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 0.36 M2 Dpwh Standard Output Per Hour (oph)= 0.360 M2 0.36 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: Number Of Hours 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 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Finishing Hardware Direct Cost: A. Materials: 6.00 Set A.door Locks (schlage Or Equivalent) 12.00 Pc B. Hinge (50mmx101mm) B. Manpower: Number Of Hours Labor Cost For This Items Are To Be Considered/included In The Installations Of Doors,windows & Other Fab. Materials Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1010 (4) Wooden Doors & Windows Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Wooden Doors & Windows Direct Cost: A. Materials: 4.00 Set A.door Jamb (d-1) (8 Sets) C. Consumables (5% Of The Material Cost) B. Manpower: Number Of Hours 2.00 1.00 A. Construction Foreman 2.00 1.00 B. Skilled Laborer 2.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1010 (2)a Hollow Core Flush Door Quantity 3.57 M2 Dpwh Standard Output Per Hour (oph)= 0.320 M2 3.57 M2 Hollow Core Flush Door Direct Cost: A. Materials: 1.00 M2 A.holiow Core Flush Door 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: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1010 (2)b Door (wooden Panel) Quantity 7.14 M2 Dpwh Standard Output Per Hour (oph)= 0.360 M2 7.14 M2 Door (wooden Panel) 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: Number Of Hours 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 Hour (oph)= 1.000 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 85.00 Length B. 15 Mm Ø X 3.00 Mm Pvc Pipes 12.00 Pcs C. 15mm Ø Pvc Coupling 35.00 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 0.00 0 H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 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: Number Of Hours 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 Hour (oph)= 1.000 I.s. 1.00 I.s. Wires And Wiring Devices Direct Cost: A. Materials: 250.00 M A.3.5 Mm2 Electric Wire Thhn 180.00 M B.5.5 Mm2 Electric Wire Thhn 35.00 M C. 8.00 Mm2 Electric Wire (thhn) 10.00 Set E. Two-gang Switch 16.00 Set G. Duplex Convenience Outlet H. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 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: Number Of Hours 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, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Quantity 1.00 Set Dpwh Standard Output Per Hour (oph)= 1.000 Set 1.00 Set Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Direct Cost: A. Materials: 1.00 Set A. Panel Board With Main Breaker And 8 Branches 50 Amp - 200 Amp 2.00 Pcs B. 60 Amp. Plug-in Breaker 4.00 Pcs B. 30 Amp. Plug-in Breaker 4.00 Pcs B. 20 Amp. Plug-in Breaker 4.00 Pcs B. 15 Amp. Plug-in Breaker 0.00 0 B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 5.50 1.00 A. Construction Foreman 5.50 1.00 B. Skilled Laborer 5.50 2.00 C. Unskilled Laborer Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1103(1) Lighting Fixtures Quantity 1.00 I.s. Dpwh Standard Output Per Hour (oph)= 1.000 I.s. 1.00 I.s. Lighting Fixtures Direct Cost: A. Materials: 46.00 Set A. 1-18 Watts Downlight/pinlight,recessed Type 1.00 Units B. Emergency Lamp (twin Head) B. Manpower: Number Of Hours 20.00 1.00 A. Construction Foreman 20.00 1.00 B. Skilled Laborer 20.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)c Painting Works (metal Painting) Quantity 55.90 M2 Dpwh Standard Output Per Hour (oph)= 2.000 M2 55.90 M2 Painting Works (metal Painting) Direct Cost: A. Materials: 0.05 Gal A. Red Oxide Primer 0.10 Gal B. Enamel Paint 0.25 L C. Paint Thinner 0.00 0 D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 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: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1002(5)c Water Closet With Complete Accessories Quantity 2.00 Set Dpwh Standard Output Per Hour (oph)= 1.000 Set 2.00 Set Water Closet With Complete Accessories Direct Cost: A. Materials: 2.00 Set A. Water Closet With Complete Accessories B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 2.00 1.00 A. Construction Foreman 2.00 2.00 B. Skilled Laborer 2.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1002(5)d Floor Drain Plates Quantity 4.00 Set Dpwh Standard Output Per Hour (oph)= 1.000 Set 4.00 Set Floor Drain Plates Direct Cost: A. Materials: 1.00 Set A. Floor Drain Plate B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 0.40 1.00 A. Construction Foreman 0.40 1.00 B. Skilled Laborer 0.40 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1002(5)g Bidet/ Faucet Quantity 3.00 Pc Dpwh Standard Output Per Hour (oph)= 1.000 Pc 3.00 Pc Bidet/ Faucet Direct Cost: A. Materials: 1.00 Set A. Bidet/ Faucet B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 0.40 1.00 A. Construction Foreman 0.40 2.00 B. Skilled Laborer C. Equipment And Water: Number Of Hours 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, Sewer Lines, Downspout & Water Line Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Storm Drainage, Sewer Lines, Downspout & Water Line Direct Cost: A. Materials: 3.00 Length 4" Dia. Pvc Pipes S-1000 7.00 Length 3" Dia. Pvc Pipes S-1000 4.00 Length 2" Dia. Pvc Pipes S-1000 2.00 Pc .pvc Wye #4 4.00 Pc Pvc Elbow #4x90 Deg 3.00 Pc Pvc Elbow #4x45 Deg 1.00 Pc Pvc Tee Reducer 4x2 1.00 Pc Pvc Cleanout #4 4.00 Pc Pvc Elbow #2 2.00 Pc Pvc Tee #4 11.00 Pc Pvc Wye #3 5.00 Pc Pvc Elbow #3x90 Deg 13.00 Pc Pvc Elbow #3x45 Deg 4.00 Pc Pvc Bell Reducer #3x2 1.00 Pc Pvc Tee Reducer #3x2 2.00 Pc Pvc Clean Out #3 13.00 Pc Pvc Elbow #2x90 Deg 1.00 Pc Pvc Tee #2 4.00 Pc Ppr Pipe #1/2 2.00 Pc Ppr Female Coupling 1/2 12.00 Pc Ppr Elbow Adaptor 1/2 7.00 Pc Ppr Tee 1/2 2.00 Pc Ppr Ball Valve 1/2 5.00 Pc Ppr Female Elbow Adaptor 1/2 4.00 Pc K. Dome Type Roof Drain With Strainer B. Manpower: Number Of Hours 20.00 1.00 A. Construction Foreman 20.00 1.00 B. Skilled Worker 20.00 2.00 C. Unskilled Worker C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1001(11) Septic Vault Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Septic Vault Direct Cost: A. Materials: Structural Concrete 27.00 Bag A. Portland 2.87 Cu.m B. Sand 1.43 Cu.m C. Gravel Reinforcements 281.27 Kg D. 12mm Dia. Reinforcing Bars (grade 40) 25.02 Kg E. 10mm Dia. Reinforcing Bars (grade 60) 4.59 Kg F. Gi Tie Wire #16 Masonry Works 237.00 Pc J. Chb 4" Thk. Load Bearing 15.00 Bag K. Portland Cement 1.09 Cu.m L. Sand 88.13 Kg M. 12mm Dia. Reinforcing Bars (grade 40) 4.41 Kg N. Gi Tie Wire #16 B. Manpower: Number Of Hours 20.00 1.00 A. Construction Foreman 20.00 2.00 B. Skilled Worker 20.00 3.00 C. Unskilled Worker C. Equipment And Water: Number Of Hours 1.07 1.00 A. One Bagger Mixer 1.07 1.00 B. Bar Cutter 1.07 1.00 C. Bar Bender 0.86 1.00 D. Concrete Vibrator Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: 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. Low Bed Trailer 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 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: 1.00 Lot 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. Occupational Safety And Health Program Direct Cost: A. Materials: 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days D. Working Gloves 1.00 Set E. First Aid Kit B. Manpower: Number Of Days 15.00 1.00 A. Safety Practitioner/officer (part Time) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.3 Permits And Clearances Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Permits And Clearances Direct Cost: A. Materials: 1.00 L.s. Permits And Other Clearances - Building Permit Processing Fees Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil) Quantity 38.88 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 38.88 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) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1)a Embankment From Structure Excavation Quantity 57.68 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 57.68 M3 Embankment From Structure Excavation Direct Cost: 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 804(4) Gravel Bedding Quantity 16.72 M3 Dpwh Standard Output Per Hour (oph)= 1.20 M3 M3 16.72 M3 Gravel Bedding Direct Cost: 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 0.50 1.00 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 (footing)" Tax (vat/withholding Tax) Quantity 6.48 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 6.48 M3 "structural Concrete (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 Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 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 2.55 M3 Dpwh Standard Output Per Hour (oph)= 0.27 M3 2.55 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 Hours 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: Number Of Hours 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 (columns)" Quantity 6.26 M3 Dpwh Standard Output Per Hour (oph)= 0.27 M3 6.26 M3 "structural Concrete (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 Hours 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: Number Of Hours 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 3.20 M3 Dpwh Standard Output Per Hour (oph)= 0.27 M3 3.20 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 Hours 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: Number Of Hours 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 4,237.89 Kg Dpwh Standard Output Per Hour (oph)= 143.438 Kg 4237.89 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 Hours 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: Number Of Hours 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 (2) Formworks And Falseworks Quantity 68.25 M2 Dpwh Standard Output Per Hour (oph)= 3.24 M2 68.25 M2 Formworks And Falseworks Direct Cost: A. Materials: 0.35 Pcs A. Ordinary Plywood - 3 Uses 7.19 Bd Ft B. Good Lumber - 3 Use 0.21 Kg C. Assorted Common Wire Nail D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Installation 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer Removal 0.41 1.00 A. Construction Foreman 0.41 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1046.00 150 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Quantity 63.75 M2 Dpwh Standard Output Per Hour (oph)= 3.825 M2 63.75 M2 150 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Direct Cost: A. Materials: 13.00 Pc A. 150 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 Hours 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: Number Of Hours 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)

Details: 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 Ls 1.00 L.s. Mobilization /demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: Number Of Hours 1.00 Lot Mobilization & Demobilization 0.00 - 0 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 Ls 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 Ls 1.00 L.s. Occupational Safety And Health Program Direct Cost: A. Materials: 1000.00 Man-days A. Safety Helmet 1000.00 Man-days B. Safety Shoes 1000.00 Man-days C. Working Gloves 1.00 Set E. First Aid Kit B. Manpower: Number Of Days 10.00 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) 900(1)c2 " Structural Concrete (slab On Fill)" Quantity 19.50 M3 Dpwh Standard Output Per Day (opd)= 0.36 M3 19.50 M3 "structural Concrete (slab On Fill)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 10.00 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 587.42 Kg Dpwh Standard Output Per Hour (oph)= 143.44 Kg 587.42 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 Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 15.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender 0.00 0.00 Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 903 (2) Formworks And Falseworks Quantity 20.00 M2 Dpwh Standard Output Per Hour (oph)= 3.24 M2 20.00 M2 Formworks And Falseworks Direct Cost: A. Materials: 1.00 Pcs A. C-purlins 2"x4"x1.5mm X 6m D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Installation 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 8.00 C. Unskilled Laborer Removal 0.41 1.00 A. Construction Foreman 0.41 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: Description Republic Of The Philippines City Of Lapu-lapu 6015 Bids And Awards Committee Invitation To Bid For The Procurement Of Nine (9) Unit Brand New 6-wheeler 5cbm Garbage Dump Truck The City Of Lapu-lapu Through The Capital Outlay Funds 9998-1-07-05-080-25s1 Intends To Apply The Sum Of Thirty-one Million Five Hundred Thousand Pesos (₱ 31,500,000.00 ) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Procurement Of Nine (9) Units Brand New 6-wheeler 5cbm Garbage Dump Truck Under P. R No. 25-01-0063. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. The City Of Lapu-lapu Through The Bids And Awards Committee (bac) Now Invites Bids For The Abovementioned Procurement Project. Ldrrmo Item No. Qty. Unit Of Issue Item Description 1. 9 Unit Brandnew 6 Wheeler 5 Cbm Garbage Dumptruck Unit Specification: Gvw : 4,000 - 4,500 Kgs. Engine Model : Euro 4 Type : Diesel, 4 Cycle, Vertical, In-line, Overhead Valve, Water Cooled, Direct Injection Type, Electronic Control Common Rail Type Max Engine Speed : 3,100 Rpm Max Output : 150-160 Ps Max. Torque : 400-430 N. M Max Speed : 123 Kph Displacement : 4.000-4.5 L Suspension : Front - Semi-elliptic Leaf Springs (reinforced Type) With Double Action Shock Absorbers : Rear- Semi-elliptic Main And Auxiliary Leaf Springs (reinforced Type) With Double Action Shock Absorbers Transmission : 6 Speed, M/t With Overdrive Service Brake : Hydraulic System, Dual Circuit Vacuum Assist 2 Leading Shoes For Front And Rear Wheels Parking Brake : Mechanical, Internal Expanding Acting On Transmission Output Shaft Fuel Tank Capacity : 100 L Tires & Rims : 7.00r 16-10pr Inclusions: - 3 Years Lto Registration And Ctpl Insurance - Seminar And Training For The Proper Usage And Maintenance Of The Unit - With Gsis Comprehensive Insurance (1 Year) - Winning Supplier Must Have An Existing Parts, Repair And Maintenance Service Center Located In Cebu City Or Cebu Province - Supplier And Bidder Must Have A Certified Service Technician Which Is Available 24/7 And Based In Cebu - Preventive Maintenance Is Free Of Charge For Labor And Materials During 1k Or 5k Mileage - Free Delivery To Client. - Free Training / Seminar For The Proper Operation And Maintenance To Drivers And Mechanics. - Supplier Must Have Lto Accreditation As Dealer, And Rebuilder/manufacturer. Terms And Condition: 1. Delivery : 90-120 Working Days Upon Receipt Of Downpayment 2. Warranty : Engine And Chassis- Three (3) Years, Unlimited Mileage. 3. Stickers Must Be Installed Before Delivery. The City Of Lapu-lapu Now Invites Bids For The Above Procurement Project. Delivery Of The Items Are Required Within Ninety-one Hundred Twenty (90-120) Working Days Upon Receipt Of Notice Of Award/purchase Order. Bidders Should Have Completed, Within Two (2) Years From The Date Of Submission And Receipt Of Bids, A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Partnerships, Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra No. 5183. Prospective Bidders May Obtain Further Information From The City Of Lapu-lapu Through The Bids And Awards Committee, Located At The 2/f City General Services Office, City Hall, Pusok, Lapu-lapu City And Inspect The Bidding Documents At The Address Given Below During 8:00 A.m To 4:00 P.m. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders From February 14, 2025 (from 8 A.m. To 5 P.m.) Until On Or Before 12 Noon Of March 4, 2025 From Bac Office Located At The 2/floor Of The City General Services Office, City Hall, Pusok, Lapu-lapu City And Upon Payment Of A Non-refundable Fee For The Bidding Documents, Pursuant To The Standard Rates Set On R.a.9184 In The Amount Of ₱ 25,000.00. The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fee For The Bidding Documents During The Period Provided In The Preceding Paragraph. The City Of Lapu-lapu/ Bac Will Hold A Pre-bid Conference On February 20, 2025 (1:30 P.m.) At Bac Conference Room Located At 2/floor City General Services Office, Pusok, Lapu-lapu City, Which Shall Be Open To Prospective Bidders. Bids Must Be Duly Received By The Bac Secretariat At The Given Address Above On Or Before 12 Noon Of March 4, 2025. Late Bids Shall Not Be Accepted. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 14. Bid Opening Shall Be On March 4, 2025 (1:30 P.m.) At Bac Conference Office, Located At 2/floor City General Services Office, Pusok, Lapu-lapu City. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. The City Of Lapu-lapu /bac Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Irr Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. For Further Information, Please Refer To: You May Visit The Following: Vanessa Jeanne A. Dela Serna Philgeps: ______ Website: _______ Bac Secretariat 3 Conspicuous Place: City General Service Office Ceo Bulletin: ____ Cgso:____ Market:____ Telephone Number: 340-5735 Ronaldo D. Malacora Officer-in-charge- Cgso Bac Chairperson 14th Day Of February, 2025 (philgeps’ Posting Date)

Details: Description Item 103 Excavation Quantity: 72.00 Cu.m. Labor: 7 Laborer 15 Day Item 900 Structural Concrete Quantity: 118.08 Cu.m. Materials: Portland Cement 886.00 Bag(s) Sand 77.00 Cu.m Crushed Gravel (g-1) 119.00 Cu.m 12 Mmø Rsb X 6m 720.00 Pc(s) 10 Mmø Rsb X 6m 900.00 Pc(s) Tie Wire # 16 15.00 Kg(s) C W N # Asstd 15.00 Kg(s) Ord. Plywood # 1/4 X 4 X 8 65.00 Pc(s) Coco Lumber ( 2 X 2 X 8 ) 350.00 Pc(s) Labor: 1 Construction Foreman 25.00 Day 8 Skilled Worker 25.00 Day 16 Laborer 25.00 Day Item 1047 Structural Steel(steel Post & Solar Panel) Quantity: 360 Pcs Materials: Tapered Pole With Single Arm( 4in-2in 1.5 M Single Arm) L = 5m 360.00 Pcs Split Solar Streetlights 500watts (see Attached Specs) 360.00 Pcs Steel Round Solid Bar Metal Rod (6mmx100mm) 720.00 Pcs Welding Rod 30.00 Kg Anchor Bolt/nut ( 1/4 X 8 ) 1,440.00 Pcs Angle Bar ( 1 X 1 ) 1/4 180.00 Pcs Equipment Rental Boom Truck 2.5 Tons Lift Capacity 30.00 Days Labor 1 Construction Foreman 30.00 Day 8 Skilled Worker 30.00 Day 12 Laborer 30.00 Day Item 1032 Painting Works Quantity: 1.00 Lot Materials: Q D E Paint 17.00 Gals Flat Latex Paint 17.00 Gals Laquer Thinner 6.00 Gals Baby Roller 17.00 Pcs Paint Brush # 4 17.00 Pcs Labor: 3 Skilled Worker 15.00 Days 3 Laborer 15.00 Days Spl 1 Signages Quantity: 1.00 Lot Materials Metal Signages With Flat Bar Framing (400mmx250mm) 360.00 Pcs Metal Signages For Pedestal (5"x12") 360.00 Pcs Labor: 1 Construction Foreman 15.00 Days 5 Skilled Worker 15.00 Days 5 Laborer 15.00 Days Item 605 Project Signboard Quantity: 5.76 Sq.m Materials Tarpauline 8' X 8' 1.00 Pc Ordinary Plywood 1/4" 2.00 Pc(s) Cocolumber 2" X 3" X 12' 5.00 Pc(s) Assorted Nail 1.00 Kg Labor: 1 Skilled Worker 0.50 Days 2 Laborer 0.50 Days Spl 2 Construction Safety And Health Quantity: 1.00 Lot Materials Safety Helmet 10.00 Pc(s) Hand Gloves 10.00 Pair(s) Safety Shoes 10.00 Pair(s) Misc (medicine, Medicine Cabinet, Water, First Aid Kit) 1.00 Lot Cluster 2 Quipot - 48 San Agustin - 40 Bulakin - 60 Lalig - 45 Lumingon - 29 Talisay - 45 Lagalag - 93

Description: CATEGORY: Shoe Covers (Medical Use) (Q2)

Description: CATEGORY: ALTERNATOR BELT , GASKET CYL HEAD MLS , FIELD COIL ASSY , ARMATURE ASSY 12V , BRAKE SHOE REAR SET , GASKET ELBOW TO BYPASS PIPE , PUMP ASSY OIL , HAND BRAKE ASSY , UNIVERSAL JOINT SPIDER BRG , OIL FILTER , RUBBER BUSH