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Tender description :
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SUPPLY OF LABOR, MATERIALS & EQUIPMENT FOR THE PROPOSED ROAD UPGRADING OF 237 METERS LOCAL ACCESS ROAD FROM GRAVEL TO CONCRETE PAVEMENT AT CANBANTUG, ARGAO, CEBU.
The Bids and Awards Committee BAC of Municipality of Argao, Cebu, invites all interested suppliers/manufacturers/contractors to apply for eligibility and to submit bids for the following: ITEM: B.9 Mobilization /Demobilization Quantity = 1.00 l.s. DPWH Standard Output per Hour OPH= 1.00 l.s. DIRECT COST: A. Materials: B. Manpower: C. Equipment: No. of Hours 10.00 1.00 a. Cargo/Service Truck 10 m.t. 10.00 1.00 b. Dump Truck 12 yd3. INDIRECT COST Contractors Profit Overhead, Contingencies and Miscellaneous OCM Expenses TAX VAT/Withholding TAX ITEM: B.5 Project Billboard/Signboard Quantity = 1.00 l.s. DPWH Standard Output per Hour OPH= 1.00 l.s. DIRECT COST: A. Materials: 64.00 sq.ft. a. Tarpaulin 8 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: No. 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: Minor Tools 10% of Labor Cost INDIRECT COST Contractors Profit Overhead, Contingencies and Miscellaneous OCM Expenses TAX VAT/Withholding TAX ITEM: B.72 Occupational Safety and Health Program Quantity = 1.00 l.s. DPWH Standard Output per Hour OPH= 1.00 l.s. DIRECT COST: A. Materials: 305.00 Man-Days a. Safety Helmet 22.00 Man-Days b. Safety Shoes 305.00 Man-Days c. Working gloves 283.00 Man-Days d. Rubber Boots 1.00 set e. First Aid Kit B. Manpower: No. of Days 14.00 1.00 a. Safety Practitioner/Officer Part Time 14.00 1.00 b. First Aider C. Equipment: INDIRECT COST Contractors Profit Overhead, Contingencies and Miscellaneous OCM Expenses TAX VAT/Withholding TAX ITEM: 1001 Cleaning & Grubbing with Stripping Quantity = 0.09 ha DPWH Standard Output per Hour OPH= 0.05 ha DIRECT COST: A. Materials: B. Manpower: No. of Hours 1.00 1.00 Construction Foreman 1.00 2.00 Unskilled Laborer C. Equipment: 1.00 2.00 a. Dump Track 12 yd3 1.00 1.00 b. Payloader 1.50 m3 1.00 1.00 c. Bulldozer, D^H SERIES II PSDS/ DD INDIRECT COST Contractors Profit Overhead, Contingencies and Miscellaneous OCM Expenses TAX VAT/Withholding TAX ITEM: 201 Aggregate Base Course Quantity = 94.80 m3 DPWH Standard Output per Hour OPH= 50.00 m3 DIRECT COST: A. Materials: 1.15 m3 a. Aggregate Base Course B. Manpower: No. of Hours 1.00 1.00 a. Construction Foreman 1.00 2.00 b. Unskilled Labor C. Equipment: 1.00 1.00 a. Motorized Road Grader 140 hp, G710A 1.00 1.00 b. Vibratory Roller 10 mt, SD100DC 0.25 1.00 c. Water Truck/Pump 16000 L INDIRECT COST Contractors Profit Overhead, Contingencies and Miscellaneous OCM Expenses TAX VAT/Withholding TAX ITEM: 5001a Pipe Culverts, 610 mm Ø 24” Ø Quantity = 5.00 m DPWH Standard Output per Hour OPH= 1.00 m DIRECT COST: A. Materials: 0.774 bag a. Portland Cement 0.044 m3 b. Sand 1.000 pc c. RC Pipes 610 mm Ø 0.088 m3 d. Sand Bedding/Selected Sandy Soil B. Manpower: No. of Hours 0.44 1.00 a. Construction Foreman 0.44 2.00 b. Skilled Labor 0.44 4.00 c. Unskilled Labor C. Equipment: 0.22 1.00 a. Backhoe 0.80m3 0.22 1.00 b. Plate Compactor 5 hp Minor Tools 10% of Labor Cost INDIRECT COST Contractors Profit Overhead, Contingencies and Miscellaneous OCM Expenses TAX VAT/Withholding TAX ITEM: 506 Stone Masonry Quantity = 12.00 m3 DPWH Standard Output per Hour OPH= 1.60 m3 DIRECT COST: A. Materials: 5.50 bag a. Cement 0.30 m3 b. Sand 0.02 m3 c. Gravel Fill 0.30 m3 d. Weep Holes PVC 1.05 m3 f. Boulders Miscellaneous 1% of Materials Cost B. Manpower: No. of Hours 1.00 1.00 a. Construction Foreman 1.00 2.00 b. Skilled Labor 1.00 8.00 c. Unskilled Labor C. Equipment: 1.00 1.00 a. One Bagger Mixer 0.05 1.00 b. Water Truck/Pump 16000 L 0.10 1.00 c. Backhoe Wheel Type 0.28 m3 Minor Tools 5% of Labor Cost - INDIRECT COST Contractors Profit Overhead, Contingencies and Miscellaneous OCM Expenses TAX VAT/Withholding TAX ITEM: 3111c PCC Pavement Plain - Conventional Method, 150 mm thk Quantity = 948.00 m2 DPWH Standard Output per Hour OPH= 12.00 m2 DIRECT COST: A. Materials: 0.33 kg a. Reinforcing Steel Bar 0.29 L b. Curing Compound 0.12 L c. Asphalt Sealant 0.46 m d. Steel Forms Rental 0.08 m3 e. Sand 0.15 m3 f. Gravel 1.43 bag g. Cement 0.00015 pc h. Concrete Saw Diamond Blade 14Ø 0.01 m i. Pipe Sleeve, 1 Ø 0.0015 L g. Grease/Tar B. Manpower: No. of Hours 1.00 1.00 a. Construction Foreman 1.00 8.00 b. Skilled Labor 1.00 16.00 c. Unskilled Labor C. Equipment: 1.00 1.00 a. One Bagger Mixer 0.05 1.00 b. Water Truck/Pump 16000 L 0.10 2.00 c. Concrete Vibrator 0.05 1.00 d. Bar Cutter, Single Phase 0.10 1.00 e. Concrete Saw 7.5 hp, 14 Blade Ø Minor Tools 5% of Labor Cost INDIRECT COST Contractors Profit Overhead, Contingencies and Miscellaneous OCM Expenses TAX VAT/Withholding TAX
Pre-bid Conference:
Date: 21/05/2026
Time: 2:00 PM
Venue: MAYORS CONFERENCE ROOM
2ND FLOOR EXECUTIVE BUILDING
MUNICIPALITY OF ARGAO, CEBU
Approved Budget: 1,997,188.02
Closing Date: 02/06/2026
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