Shoes Tenders

Description: Procurement Of Shoes Pr# 2025-02-11-055 , General Merchandise ,city Of Dapitan

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 1.00 6.00 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 Each Dpwh Standard Output Per Day (opd)= 2.00 Each 1.00 Each B.5 Direct Cost: A. Materials: 32.00 Sq. Ft. A. Tarpaulin (4' X 8') 37.00 Bdft B. Lumber Coco 1.00 Kg C. Common Nails Assorted 1.00 Pc D. Plywood Marine (3/16" X 4' X 8') B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled 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 Ls Dpwh Standard Output Per Day (opd)= 1.00 Ls 1.00 Ls B.7(2) Direct Cost: A. Materials: 3890.48 Man-days A. Safety Helmet 3265.00 Man-days B. Safety Shoes 3308.00 Man-days C. Safety Vest 3268.00 Man-days D. Working Gloves 28.00 Man-days F. Eye Goggles B. Manpower: Number Of Days 3.00 1.00 A. Safety Practitioner/officer (part Time) 15.00 1.00 B. First Aider C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 102(2)b Roadway Excavation (surplus Common) Quantity 22.40 M3 Dpwh Standard Output Per Day (opd)= 80.00 M3 22.40 M3 Roadway Excavation (surplus Common) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Bulldozer, D6h Series Ii Psds/dd 1.00 1.00 B. Payloader (1.50 M3) 0.30 1.00 C. Payloader (1.50 M3) At Disposal Site 1.00 3.00 D. Dump Truck (12 Yd2) 1.00 1.00 E. Backhoe (0.80 M3) Number Of Hours 1.00 1.00 Construction Foreman 1.00 2.00 Skilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 201.00 Aggregate Base Course Quantity 15.68 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 15.68 M³ Aggregate Base Course Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 Motorized Road Grader (140hp) G170a 1.00 1.00 Vibrator Roller (10 Mt) Sd 100dc 0.25 1.00 Water Truck/pump (16000l) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 311(1) A1 Pcc Pavement (plain) -conventional Method, 150mm Thk Quantity 448.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 448.00 M2 Pcc Pavement (plain) -conventional Method, 150mm Thk Direct Cost: A. Materials: 0.39 Kg Reinforcing Steel Bar 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.11 M³ Sand 0.20 M³ Gravel 1.90 Bag Cement 0.00 Pc Concrete Saw (diamond Blade 14" Ø) 0.01 M Pipe Sleeve, 1" Ø 0.01 L Grease/tar B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 4.00 Transit Mixer (5 M3) 1.00 2.00 Concrete Vibrator 1.00 1.00 Concrete Batch Plant 1.00 1.00 Payloader (1.5m3) 1.00 1.00 Concrete Screeder (5 Hp) 1.00 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø 0.10 1.00 Bar Cutter, Single Phase Minor Tools (5% 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 1.00 8.00 Low Bed Trailer Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 4.00 Each Dpwh Standard Output Per Day (opd)= 2.00 Each 4.00 Each B.5 Direct Cost: A. Materials: 32.00 Sq. Ft. A. Tarpaulin (4' X 8') 37.00 Bdft B. Lumber Coco 1.00 Kg C. Common Nails Assorted 1.00 Pc D. Plywood Marine (3/16" X 4' X 8') B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled 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 Ls Dpwh Standard Output Per Day (opd)= 1.00 Ls 1.00 Ls B.7(2) Direct Cost: A. Materials: 3890.48 Man-days A. Safety Helmet 3265.00 Man-days B. Safety Shoes 3308.00 Man-days C. Safety Vest 3268.00 Man-days D. Working Gloves 28.00 Man-days F. Eye Goggles B. Manpower: Number Of Days 20.00 1.00 A. Safety Practitioner/officer (part Time) 30.00 1.00 B. First Aider C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 101(3)a.1 Removal Existing Concrete And Asphalt Pavement (0.23m Thk) Quantity 6,060.00 M2 Dpwh Standard Output Per Day (opd)= 20.00 M2 6060.00 M2 Removal Existing Concrete And Asphalt Pavement (0.23m Thk) Direct Cost: A. Materials: B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 2.00 C. Unskilled Laborer Number Of Hours 1.00 1.00 Backhoe (0.80m3) 1.00 1.00 Payloader (1.50m3), Lx80-2c 0.50 1.00 Dump Truck (12yd3) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 201.00 Aggregate Base Course Quantity 623.70 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 623.70 M³ Aggregate Base Course Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 Motorized Road Grader (140hp) G170a 1.00 1.00 Vibrator Roller (10 Mt) Sd 100dc 0.25 1.00 Water Truck/pump (16000l) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 311(1) A1 Pcc Pavement (plain) -conventional Method, 230mm Thk Quantity 2,510.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 2510.00 M2 Pcc Pavement (plain) -conventional Method, 230mm Thk Direct Cost: A. Materials: 0.43 Kg Reinforcing Steel Bar 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.13 M³ Sand 0.23 M³ Gravel 2.19 Bag Cement 0.00 Pc Concrete Saw (diamond Blade 14" Ø) 0.01 M Pipe Sleeve, 1" Ø 0.01 L Grease/tar B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 One Bagger Mixer 1.00 2.00 Concrete Vibrator 0.13 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø 0.00 - Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 311(1) A2 Pcc Pavement (plain) -conventional Method, 200mm Thk Quantity 4,420.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 4420.00 M2 Pcc Pavement (plain) -conventional Method, 200mm Thk Direct Cost: A. Materials: 0.39 Kg Reinforcing Steel Bar 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.11 M³ Sand 0.20 M³ Gravel 1.90 Bag Cement 0.00 Pc Concrete Saw (diamond Blade 14" Ø) 0.01 M Pipe Sleeve, 1" Ø 0.01 L Grease/tar B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 4.00 Transit Mixer (5 M3) 1.00 2.00 Concrete Vibrator 1.00 1.00 Concrete Batch Plant 1.00 1.00 Payloader (1.5m3) 1.00 1.00 Concrete Screeder (5 Hp) 1.00 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø 0.10 1.00 Bar Cutter, Single Phase Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 601(b) Sidewalk (100mm) Quantity 326.30 M2 Dpwh Standard Output Per Hour (oph)= 10 M2 326.30 M2 Sidewalk (100mm) Direct Cost: A. Materials: 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.55 M³ Sand 0.10 M³ Gravel 0.95 Bag Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 One Bagger Mixer 1.00 2.00 Concrete Vibrator 0.13 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 606(2)a Pavement Markings (reflectorized Traffic Paint-white) Quantity 150.60 M2 Dpwh Standard Output Per Hour (oph)= 10 M2 150.60 M2 Pavement Markings (reflectorized Traffic Paint-white) Direct Cost: A. Materials: 1.00 L Reflectorized Traffic Paint (white) Minor Tools (5% Of Labor 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 0.05 1.00 Cargo Truck (2-5 Mt) 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 1.00 8.00 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 Each Dpwh Standard Output Per Day (opd)= 2.00 Each 1.00 Each B.5 Direct Cost: A. Materials: 32.00 Sq. Ft. A. Tarpaulin (4' X 8') 37.00 Bdft B. Lumber Coco 1.00 Kg C. Common Nails Assorted 1.00 Pc D. Plywood Marine (3/16" X 4' X 8') B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled 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 Ls Dpwh Standard Output Per Day (opd)= 1.00 Ls 1.00 Ls B.7(2) Direct Cost: A. Materials: 3890.48 Man-days A. Safety Helmet 3265.00 Man-days B. Safety Shoes 3308.00 Man-days C. Safety Vest 3268.00 Man-days D. Working Gloves 28.00 Man-days F. Eye Goggles B. Manpower: Number Of Days 3.00 1.00 A. Safety Practitioner/officer (part Time) 15.00 1.00 B. First Aider C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 103(1)a Structure Excavation (common Soil) Quantity 264.00 M3 Dpwh Standard Output Per Day (opd)= 20.00 M3 264.00 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 Labor Number Of Hours 1.00 2.00 A. Dump Truck (12 Yd3) 1.00 1.00 B. Backhoe (0.80 M3) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 101(3)a.1 Removal Existing Concrete A (0.15m Thk) Quantity 220.00 M2 Dpwh Standard Output Per Day (opd)= 20.00 M2 220.00 M2 Removal Existing Concrete A (0.15m Thk) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 C. Unskilled Laborer Number Of Hours 1.00 1.00 Backhoe (0.80m3) 1.00 1.00 Payloader (1.50m3), Lx80-2c 0.50 1.00 Dump Truck (12yd3) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 201.00 Aggregate Base Course Quantity 25.20 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 25.20 M³ Aggregate Base Course Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 Motorized Road Grader (140hp) G170a 1.00 1.00 Vibrator Roller (10 Mt) Sd 100dc 0.25 1.00 Water Truck/pump (16000l) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 311(1) A1 Pcc Pavement (plain) -conventional Method, 200mm Thk Quantity 220.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 220.00 M2 Pcc Pavement (plain) -conventional Method, 200mm Thk Direct Cost: A. Materials: 0.39 Kg Reinforcing Steel Bar 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.11 M³ Sand 0.20 M³ Gravel 1.90 Bag Cement 0.00 Pc Concrete Saw (diamond Blade 14" Ø) 0.01 M Pipe Sleeve, 1" Ø 0.01 L Grease/tar B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 4.00 Transit Mixer (5 M3) 1.00 2.00 Concrete Vibrator 1.00 1.00 Concrete Batch Plant 1.00 1.00 Payloader (1.5m3) 1.00 1.00 Concrete Screeder (5 Hp) 1.00 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø 0.10 1.00 Bar Cutter, Single Phase Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 404.00 Reinforcing Steel Bar, Grade 40 (minor Structures) Quantity 7,235.96 Kg Dpwh Standard Output Per Hour (oph)= 180 Kg 7235.96 Kg Reinforcing Steel Bar, Grade 40 (minor Structures) Direct Cost: A. Materials: 0.02 Kg Tie Wire (2% Of Rsb) 1.05 Kg Reinforcing Steel Bar , Grade 40 (w/ 5% Wastage) 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 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender 0.15 1.00 C. Cargo Truck (9-10 Mt) Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 405.00 Structural Concrete Class A (drainage Flooring, Wall And Sidewalk) Quantity 55.20 M3 Dpwh Standard Output Per Hour (oph)= 1.4 M3 55.20 M3 Structural Concrete Class A (drainage Flooring, Wall And Sidewalk) Direct Cost: A. Materials: 70.00 Bd-ft A. Lumber, Good - 4 Uses 1.60 Pc B. Marine Plywood (1/2" X 4’ X 8') - 4 Uses 0.70 Kg C. Assorted Cwn (1kg/100 Bd-ft Of Lumber) 9.50 Bag D. Cement 0.50 M3 E. Sand 1.00 M3 F. Gravel B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Labor 1.00 8.00 C. Unskilled Labor Installation /removal Of Formworks 1.00 4.00 A. Skilled Laborer 1.00 8.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer (4-6) 1.00 1.00 B.concrete Vibrator 0.10 1.00 C. Water Truck/pump (16000 L) Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

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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 8.00 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 16.56 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 16.56 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 14.61 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 14.61 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 Tax (vat/withholding Tax) 900(1)c2 " Structural Concrete (footing, Slab On Fill)" Quantity 6.09 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 6.09 M3 "structural Concrete (footing, 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 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)c3 " Structural Concrete (footing Tie Beam, Wall Footing)" Quantity 3.24 M3 Dpwh Standard Output Per Hour (oph)= 0.27 M3 3.24 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 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)c4 " Structural Concrete (columns)" Quantity 2.08 M3 Dpwh Standard Output Per Hour (oph)= 0.27 M3 2.08 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 1.69 M3 Dpwh Standard Output Per Hour (oph)= 0.27 M3 1.69 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 786.93 Kg Dpwh Standard Output Per Hour (oph)= 143.438 Kg 786.93 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 32.81 M2 Dpwh Standard Output Per Hour (oph)= 3.24 M2 32.81 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) 1046.00 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Quantity 88.86 M2 Dpwh Standard Output Per Hour (oph)= 3.825 M2 88.86 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 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) 1027(1) Cement Plaster Finish Quantity 177.72 M2 Dpwh Standard Output Per Hour (oph)= 7.125 M2 177.72 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 Quantity 321.66 Kg Dpwh Standard Output Per Hour (oph)= 85 Kg 321.66 Kg Structural Steel Roof 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 Hours 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: Number Of Hours 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 226.16 Kg Dpwh Standard Output Per Hour (oph)= 90.45 Kg 226.16 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 Hours Fabrication 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 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)b Metal Structure Accessories (sagrods) Quantity 4.00 Pc Dpwh Standard Output Per Hour (oph)= 1 Pc 4.00 Pc Metal Structure Accessories (sagrods) Direct Cost: A. Materials: 1.00 Pc A. Sagrod With Nuts And Bolts 1.00 Pc B. 16 Mm Plain Round Bar With 16 Mm Turn Buckle B. Manpower: Number Of Hours Fabrication 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) 1014.00 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Quantity 56.00 M2 Dpwh Standard Output Per Hour (oph)= 2.769 M2 56.00 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 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(1) Fabricated Metal Roofing Accessory (flashings) Quantity 22.00 M Dpwh Standard Output Per Hour (oph)= 10 M 22.00 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 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) 1013(2)c Fabricated Metal Roofing Accessory (gutter) Quantity 8.00 M Dpwh Standard Output Per Hour (oph)= 11.8 M 8.00 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 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) 1003(1) 4.5mm Fiber Cement Board On Metal Frame Ceiling Quantity 56.00 M2 Dpwh Standard Output Per Hour (oph)= 1.243 M2 56.00 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 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) 1009 (1)a Jalousie Window (glass) Quantity 5.76 M2 Dpwh Standard Output Per Hour (oph)= 0.27 M2 5.76 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: 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 (1) Frames (jambs, Sill, Head, Transoms And Mullions Quantity 2.00 Set Dpwh Standard Output Per Hour (oph)= 1 Set 2.00 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 Hours 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: 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 3.78 M2 Dpwh Standard Output Per Hour (oph)= 0.32 M2 3.78 M2 Hollow Core Flush Door Direct Cost: A. Materials: 1.00 M2 A.hollow 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) 1100(10) Conduit Works, Boxes And Fittings Quantity 1.00 I.s. Dpwh Standard Output Per Hour (oph)= "1.00 " I.s. 1.00 I.s. Conduit Works, Boxes And Fittings Direct Cost: A. Materials: 2.00 Length A. Pvc Pipe Poly 3/4 20.00 Length B. Pvc Pipe Poly 1/2 2.00 Pcs C. Pvc Square Box Poly 5x5 30.00 Pcs D. Flexible Connector 1/2 5.00 Pcs E. Utility Box 2x4 10.00 Pcs F. Junction Box 4x4 2.00 Pcs G. 3/4 Ø Entrance Cap 4.00 Pcs H. Electrical Tape I. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 21.23 1.00 A. Construction Foreman 21.23 1.00 B. Skilled Laborer 21.23 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 I.s. 1.00 I.s. Wires And Wiring Devices Direct Cost: A. Materials: 70.00 M A. Thhn Wire Stranded # 8 1.00 Box B.thhn Wire Stranded # 12 40.00 M C. Thhn Wire Stranded # 10 1.00 Set D. Flush Type Single-gang Switch 0.00 Set E. Flush Type Two-gang Switch 1.00 Set F. Flush Type Three-gang Switch 3.00 Set G. Flush Type Outlet 3 Gang Universal H. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 14.40 1.00 A. Construction Foreman 14.40 1.00 B. Skilled Laborer 14.40 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) 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 Set 1.00 I.s. Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Direct Cost: A. Materials: 1.00 Pcs A. Panel Board Bolt On Type 4 Holes 1.00 Pcs B. 60 Amp. Plug-in Breaker 1.00 Pcs B. 30 Amp. Plug-in Breaker 0.00 Pcs B. 20 Amp. Plug-in Breaker 2.00 Pcs B. 15 Amp. Plug-in Breaker 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 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) 1103(1) Lighting Fixtures Quantity 1.00 Set Dpwh Standard Output Per Hour (oph)= 1 Set 1.00 I.s. Lighting Fixtures Direct Cost: A. Materials: 12.00 Units A. Led Downlight 9w B. Manpower: Number Of Hours 12.00 1.00 A. Construction Foreman 12.00 1.00 B. Skilled Laborer 12.00 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) 1032(1)a Painting Works (masonry Painting) Quantity 156.12 M2 Dpwh Standard Output Per Hour (oph)= 2.1 M2 156.12 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 Hours 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: Number Of Hours 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 30.00 M2 Dpwh Standard Output Per Hour (oph)= 1 .95 M2 30.00 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 B. Manpower: Number Of Hours 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: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Description: Procurement Of Uniforms, Shoes And Other Supplies And Materials For The 2025 Clraa Proper - B-g-2025-j-018 , General Merchandise ,province Of Tarlac

Description: CATEGORY: CABIN LIFTING PUMP T 815 , SPARK PLUG RE , GEAR OIL SEAL RE , OIL SEAL TATA , FAN BELT ALS , CRANK MAIN OIL SEAL ALS , FRONT AXLE DUST SAFARI , FRONT BRAKE PAD SAFARI , REAR BRAKE SHOE SAFARI , TIE AXLE BOST SAFARI , OIL FILTER , STAR BOX , ACC CABLE ASSY RE , SPEEDO METER BOX RE , REAR WHEAL OIL SEAL ALS , ACTUATOR ASSY ALS , FIELD OIL ASSY TATA , CONTAINER MG , ISOLATOR SWITCH T 815 , HORN RELAY MG , RELAY 12V 4 PIN , SIREN 12 V MG , ENG MTG PAD

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 1.00 8.00 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 Each Dpwh Standard Output Per Day (opd)= 2.00 Each 1.00 Each Project Billboard/signboard Direct Cost: A. Materials: 32.00 Sq. Ft. A. Tarpaulin (4' X 8') 37.00 Bdft B. Lumber Coco 1.00 Kg C. Common Nails Assorted 1.00 Pc D. Plywood Marine (3/16" X 4' X 8') B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled 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 Ls Dpwh Standard Output Per Day (opd)= 1.00 Ls 1.00 Ls Occupational Safety And Health Program Direct Cost: A. Materials: 3890.48 Man-days A. Safety Helmet 3265.00 Man-days B. Safety Shoes 3308.00 Man-days C. Safety Vest 3268.00 Man-days D. Working Gloves 28.00 Man-days F. Eye Goggles B. Manpower: Number Of Days 1.00 10.00 A. Safety Practitioner/officer (part Time) 1.00 30.00 B. First Aider C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 101(1)d Removal Of Concrete Irrigation Structures Quantity 48.40 M3 Dpwh Standard Output Per Day (opd)= 2.00 M3 48.40 M3 Removal Of Concrete Irrigation Structures Direct Cost: A. Materials: 0.10 Set Oxy/acetylene B. Manpower: Number Of Hours 1.00 1.00 A.construction Foreman 1.00 1.00 B. Skilled Labor 2.00 1.00 C. Unskilled Labor C. Equipment And Water: 1.00 0.5 A. Backhoe (0.80 M3) Sle 130 Lc-2, 99hp 1.00 0.25 B. Backhoe W/ Breaker (0.80 M3) Sle 130 Lc-2, 99hp 1.00 0.5 C. Dump Truck (12 Yd3) 1.00 1 D. Cutting Outfit Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 103(1)a Structure Excavation (common Soil) Quantity 518.55 M3 Dpwh Standard Output Per Day (opd)= 20.00 M3 518.55 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 Labor C. Equipment And Water: 1.00 2.00 A. Dump Truck (12 Yd3) 1.00 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) 101(3)c Removal Of Sidewalk (100 Mm Thk) Quantity 150.00 M2 Dpwh Standard Output Per Day (opd)= 75.00 M2 150.00 M2 Removal Of Sidewalk (100 Mm Thk) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A.construction Foreman 1.00 2.00 B. Unskilled Labor C. Equipment And Water: 1.00 1.00 A. Backhoe W/ Breaker (0.80 M3) Sle 130 Lc-2, 99hp 1.00 1.00 B. Payloader (1.50 M3), Lx80-2c 1.00 0.50 C. Dump Truck (12 Yd3) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 404.00 Reinforcing Steel Bar, Grade 40 (minor Structures) Quantity 17,397.72 Kg Dpwh Standard Output Per Day (opd)= 180.00 Kg 17397.72 Kg Reinforcing Steel Bar, Grade 40 (minor Structures) Direct Cost: A. Materials: 0.02 Kg A. Tie Wire (2% Of Rsb) 1.05 Kg A. Reinforcing Steel Bar , Grade 40 (w/ 5% Wastage) B. Manpower: Number Of Hours 1.00 1 A. Construction Foreman 1.00 2 B. Skilled Labor 1.00 8 C. Unskilled Labor C. Equipment And Water: 1.00 0.5 A. Bar Cutter 1.00 0.5 B. Bar Bender 1.00 0.15 C. Cargo Truck (9-10 Mt) Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 405.00 Structural Concrete Class A (minor Structures Including Concrete Covers And Repair Of Sidewalk) Quantity 217.20 M3 Dpwh Standard Output Per Day (opd)= 1.40 M3 217.20 M3 Structural Concrete Class A (minor Structures Including Concrete Covers And Repair Of Sidewalk) Direct Cost: A. Materials: 70.00 Bd-ft A. Lumber, Good - 4 Uses 1.60 Pc B. Marine Plywood (1/2" X 4’ X 8') - 4 Uses 0.70 Kg C. Assorted Cwn (1kg/100 Bd-ft Of Lumber) 9.50 Bag D. Cement 0.50 M3 E. Sand 1.00 M3 F. Gravel B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 4.00 1.00 B. Skilled Labor 8.00 1.00 C. Unskilled Labor Installation /removal Of Formworks 4.00 1.00 A. Skilled Laborer 8.00 1.00 B. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer (4-6) 1.00 1.00 B.concrete Vibrator 1.00 0.10 C. Water Truck/pump (16000 L) Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)