Manpower Tenders

Details: Description This Includes: Item No. 104 – Embankment Materials Aggregate Subbase Course 7cu.m X 1,300.00 9,100.00 Manpower Project Engineer 2days Ceo Employee Laborer(5 Men) 10days X 370.00 3,700.00 Item No. 311 – Portland Cement Concrete Pavement A= 54.00sqm. Materials Portland Cement 51bags X 285.00 14,535.00 Screened Sand 3cu.m X 1,300.00 3,900.00 Gravel 5.8cu.m X 1,300.00 7,540.00 10mm Dia. Rsb, 6m 48pcs X 250.00 12,000.00 No. 16 Tie Wire 27kls X 80.00 2,160.00 Hacksaw Blade 10pcs X 65.00 650.00 1.00m Monoline Nylon String 1kl X 232.00 232.00 4pcs X 2”x4”x12” Coco Lumber 32bdft X 30 960.00 Manpower Project Engineer Ceo Employee 9days Skilled Worker (2men) 18days X 450.00 8,100.00 Laborer (3men) 27days X 370.00 9,990.00 Equipment Bagger Cement Mixer (1 Unit) 4days X 1,500.00 6,000.00 Premium Gasoline 20l X 75.00 1,500.00 Item No. 1 Concrete And Masonry Works Installation Of 14 Units Manhole Cover 4”chb 115pcs X 20.00 2,300.00 Portland Cement 15bags X 285.00 4,275.00 Screened Sand 1.8cu.m X 1,300.00 2,340.00 Gravel 1.8cu.m X 1,300 2,340.00 10mm Dia. Rsb, 6m 17pcs X 250.00 4,250.00 No. 16 Tie Wire 15kls X 80.00 1,200.00 Hacksaw Blade 7pcs X 65.00 455.00 Manpower Project Engineer Ceo Employee Mason (2 Men) 6days X 450.00 2,700.00 Laborers (3 Men) 9days X 370.00 3,330.00 Equipment Electric Jackhammer (1 Unit) 3days X 1,350.00 4,050.00 Estimated Amount Php 107,607.00

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 Lot Mobilization & Demobilization 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: 1270.00 Man-days A. Safety Helmet 1270.00 Man-days B. Safety Shoes 1270.00 Man-days C. Safety Vest 1270.00 Man-days D. Working Gloves 28.00 Man-days F. Eye Goggles B. Manpower: Number Of Days 2.00 1.00 A. Safety Practitioner/officer (part Time) 1.00 1.00 B. First Aider C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 201.00 Aggregate Base Course Quantity 4.90 M³ Dpwh Standard Output Per Hour (oph)= 50 M³ 4.90 M³ Aggregate Base Course Direct Cost: A. Materials: 1.15 M³ Aggregate Base Course (w/ 15% Shrinkage) 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 98.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 98.00 M2 Pcc Pavement (plain) -conventional Method, 150mm Thk Direct Cost: A. Materials: 0.33 Kg Reinforcing Steel Bar 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.08 M³ Sand 0.15 M³ Gravel 1.43 Bag Cement 0.00 Pc Concrete Saw (diamond Blade 14" Ø) 0.01 M Pipe Sleeve, 1" Ø 0.00 L Grease/tar 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 6.00 2.00 One Bagger Mixer 3.00 1.00 Concrete Vibrator 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 Description Bdf Cy 2024 Equipment 1 Mini Dumptruck 1 Concrete Mixer (one Bagger) 1 Concrete Vibrator 2 Bar/shear Cutter 1 Concrete Saw 30 Steel Forms 1 Backhoe Pc-30 1 Jackhammer W/ Compressor Manpower Requirement 6 Laborer 2 Mason 2 Steelman 1 First Aider Description 100 Clearing And Grubbing 101 Removal Of Structures And Obstruction 102(2) Surplus Common Excavation/backfilling 103(3) Foundation Fill 311 Pcc Pavement, Plain 404 Reinforcing Steel 405 Structural Concrete, Class A 500 Pipe Culverts Spl-i Chipping Works Spl-ii Desilting Spl-iii Warning & Hazard Signs Spl-iv Construction Safety And Healt Spl-vi Billboard

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) 102(2)b Roadway Excavation (surplus Common) Quantity 20.80 M3 Dpwh Standard Output Per Day (opd)= 80.00 M3 20.80 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 16.64 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 16.64 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 416.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 416.00 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 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 21.20 M3 Dpwh Standard Output Per Day (opd)= 80.00 M3 21.20 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 14.84 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 14.84 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 424.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 424.00 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 Documents To Be Submitted: Original Copy – Reference Of The Bac During The Opening Of Bids/evaluation And Post Qual. *copy No. 1 - Reference Of The Technical Working Group For The Post Qualification. *copy No. 2 – Sealed Copy To Be Provided To The Commission On Audit. *valid And Current Philgeps *notarized Omnibus Sworn Statement *valid Pcab License *equipment Utilization Schedule *manpower Schedule *construction Schedule With S-curved *original Financial Bid Form *original Bill Of Quantities *original Detailed Unit Price Analysis (dupa) *cash Flow By Quarter Super Imposed By S-curve Incomplete Document And Late Submission Shall Disqualified The Clsu 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 Section 41 Of Ra 9184 And Its Irr, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders.

Details: Description I. Project Title Supply And Delivery Of Purified Drinking Water To Gsis Butuan Branch Office For Cy 2025 Ii. Total Approved Budget Fifty Thousand Seven Hundred Sixty Pesos Only (php50,760.00) Inclusive Of All Applicable Taxes. Iii. Brief Discussion Why The Goods And Services To Be Procured Are Necessary To Provide A Healthy And Safe Drinking Water To Employees And Transacting Clients. Iv. Scope / Specifications Duration The Project Will Cover The Supply And Delivery Of Purified Drinking Water For A Period Of One Year, Starting From January To December 2025 Delivery • Three Times A Week • Emergency Deliveries, If Required, Should Be Accommodated Quantity Estimated Volume Of Twenty-five (25) Containers Per Delivery, With Adjustments Based On The Actual Consumption Needs V. Manpower Requirements • Ensure Timely Delivery • Ensure Water Meets Purification And Safety Standards Before Delivery • At Least 1-2 Delivery Staff

Details: Description Minimum Equipment Requirement 1 Handroller. 2t, Vibratory 1 Backhoe With Dozer 1 Road Grader 135 Hp 1 Road Roller (125hp 10t, Static) 1 Water Truck (2,000 Liters Cap.) 1 Concrete Vibrator 1 Bar Cutter 86 Steel Forms Minimum Manpower Requirement 4 Mason/carpenter 8 Laborer 1 First Aider Description 102 Excavation 305.00 Cu.m. 105 Subgrade Preparation 2,376.00 Sq.m. 201 Aggregate Base Course 259.38 Cu.m. 311 Pcc Pavement, Plain 990.00 Sq.m. Spl-i Warning And Hazard Signs 2.00 Each Spl-ii Construction Health And Safety 1.00 L.s. Spl-iii Billboard 1.00 Unit

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) 102(2)b Roadway Excavation (surplus Common) Quantity 20.00 M3 Dpwh Standard Output Per Day (opd)= 80.00 M3 20.00 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 22.56 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 22.56 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 376.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 376.00 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) 500(1)a Pipe Culverts, 760 Mm Ø (30” Ø) Quantity 3.00 M Dpwh Standard Output Per Hour (oph)= 1 M 3.00 M Pipe Culverts, 760 Mm Ø (30” Ø) Direct Cost: A. Materials: 0.92 Bag A. Portland Cement 0.05 M3 B. Sand 1.00 Pc C. Rc Pipes (760 Mm Ø) 0.11 M3 D. Sand Bedding/selected Sandy Soil B. Manpower: Number Of Hours 0.50 1.00 A. Construction Foreman 0.50 2.00 B. Skilled Labor 0.50 4.00 C. Unskilled Labor C. Equipment And Water: Number Of Hours 0.25 1.00 A. Backhoe (0.80m3) Minor Tools (10% 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 210.93 Kg Dpwh Standard Output Per Hour (oph)= 180 Kg 210.93 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 (apron, Head Wall And Wing Wall) Quantity 1.12 M3 Dpwh Standard Output Per Hour (oph)= 1.4 M3 1.12 M3 Structural Concrete Class A (apron, Head Wall And Wing Wall) 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 0.00 0.00 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)

Details: Description Concreting Of Road Relon Street, Sitio Kayasyasan, Bgry. Rio Tuba, Bataraza, Palawan – Phase 2 Description Of Works: Item 100. Clearing And Grubbing: Quantity = 540 Sq.m. A. Materials: ----none---- B. Equipment Rental: No. Of Equipment: Type One (1) Bulldozer @php One (1) Chainsaw C. Manpower: ----none---- Note: Operator & Helper Include In Per Hour Rate Of Equipment. Item 104. Embankment: Quantity= 154.6 Cu.m Mixed A. Materials: Description Quantity Embankment Materials 154.64 B. Equipment Rental: No. Of Equipment: Type One (1) Road Grader @php One (1) Road Roller Item 500. Installation Of 1 Line 24"ø Rccp Culvert With Headwall. Quantity = 5 Cu.m. Excavation A. Materials: 5 Pcs. 18"ø Rccp Culvert 9 Cu.m Passing G1 5 Cu.m Screen Sand 18 Bags Cement 8 Pcs. 12mmø Rsb 4 Pcs. 1/2" Thk. Ord. Plywood @php 20 Pcs. 2"x2"x8' Coco Lumber 10 Kls. Assorted C.w. Nails 3 Kls. Tie Wire #16 5 Pcs. Hacksaw Blade B. Labor: One (1) Foreman Two (2) Mason/carpenter Eight (8) Laborers Item 201. Aggregates Base Course: Quantity = 120 Cu.m. A. Equipment Rental: Type Of Equipment: One (1) Road Grader @ Php One (1) Road Roller B. Manpower: No. Designation One (1) Foreman Two (2) Helper C. Materials: 120 Cu.m. Mixed Gravel @php Item 311. Portland Cement Concrete Pavement = 600 Sq. M Estimated Output Per Day = 30 Sq. No. Of Days = 60sq.m/30sq.m.= 20 A. Equipment: No. Of Equipment Type One (1) Water Truck One (1) Concrete Vibrator One (1) Concrete Bagger Mixer One (1) Bar Cutter One (1) Bar Bender B. Manpower: Using One Bagger Mixer No. Designation One (1) Foreman One (1) Leadman Two (2) Mason/carpenter Eight (8) Laborers C. Materials: Description Quantity Cement 1310 Gravel 146 Sand 73 #16 Tie Wire 16 16mmø Rsb 85 2"x8"x12' Lumber 62 2"x2"x12' Lumber 45 Ass. C.w. Nail 26 Asphalt Filler 10 Construction Pails 16 Empty Drum 8 Blue Sheet 53 Gasoline 56 Diesel 45 Miscellaneous: Description Quantity Tarpaulin With Frame 2 Garden Hose 1 Caution Tape 1 Shovel 8 Schedule Of Activities: Posting And Issuance Of Bids = February 4, 2025 Pre-bid Conference = February 12, 2025 Deadline Of Submission And Opening Of Bids = February 24, 2025 Cost Of Bid Documents = Php 5,000.00