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Tender description :
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CONSTRUCTION OF PUBLIC TOILETS
PROJECT DETAILS: CONSTRUCTION OF PUBLIC TOILET MALE & FEMALE Length : 2.2 meters Width : 1.8 meters INCLUDING SEPTIC TANK 2 CHAMBERS & PIPING WORKS Length : 3.0 meters Width : 2.0 meters Depth : 3.0 meters I. 1 GENERAL REQUIREMENTS & PRELIMINARIES Mobilization, Demobilization & Waste Disposal Subtotal - I 1 lot 6,000.00 6,000.00 6,000.00 II. 1 EARTHWORKS Excavation Works & Hauling & Excavated Materials Subtotal - II 18 cu.m. 1,000.00 18,000.00 18,000.00 III. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 MATERIALS: Concrete Hollow Block CHB, 4 thk. Masonry Cement Washed Sand Fine Sand Gravel Deformed Bar, 10mm dia. G.I. Tie Wire 16 Marine Plywood, 1/2 thick Coco Lumber, 2 x 2 x 8 Coco Lumber, 2 x 3 x 8 Common Wire Nails, 3 Common Wire Nails, 2 Steel Matting, 3.5mm wire dia. G.I. Pipe, 3/4 dia., Sch. 40 G.I. Pipe, 2 dia, Sch. 40 Angle Bar, 1 1/2 x 3mm thk. G.I. C-Purlins, 3 x 1.3mm thick Corrugated Roof Sheet, G22 x 10 ft Tekscrew, 2 long, Metal Welding Rod, 6013 Epoxy Primer Lacquer Thinner Quick Dry Enamel Paint Roller Paint Brush, 4 w/ Paint Tray Paint Brush, 2 Paint Thinner Lacquer Thinner Cutting Disc, 4 PVC Door with Louver, 60cm with Door Knob Water Closet c/w Fittings & Accessories PVC Pipe, 4 dia., S1000 PVC Tee 4 dia., S1000 PVC Elbow, 4 dia. x 90 deg., S 1000 PVC Cleanout, 4 PVC Pipe, 3 dia., S600 PVC Tee 3 dia., S600 574 67 3.5 4 0.5 30 4 3 12 6 2 2 3 4 1 4 3 5 80 2 1 1 1 2 4 2 1 10 2 2 4 2 4 1 2 2 pcs bags cu.m. cu.m. cu.m. lengths kilos sheets lengths lengths kilos kilos sheets lengths lengths lengths lengths sheets pcs kilos gallon gallon gallon sets pcs bottles gallon pcs sets sets lengths pcs pcs pc lengths pcs 19.00 180.00 1,700.00 1,700.00 1,800.00 145.00 80.00 750.00 85.00 130.00 90.00 90.00 800.00 450.00 1,952.00 280.00 400.00 400.00 1.50 120.00 1,375.00 700.00 1,035.00 70.00 40.00 117.00 700.00 50.00 2,200.00 4,000.00 600.00 200.00 150.00 120.00 450.00 180.00 10,906.00 12,060.00 5,950.00 6,800.00 900.00 4,350.00 320.00 2,250.00 1,020.00 780.00 180.00 180.00 2,400.00 1,800.00 1,952.00 1,120.00 1,200.00 2,000.00 120.00 240.00 1,375.00 700.00 1,035.00 140.00 160.00 234.00 700.00 500.00 4,400.00 8,000.00 2,400.00 400.00 600.00 120.00 900.00 360.00 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 PVC Elbow, 3 dia. x 90 deg., S 600 PVC Cleanout, 3 Floor Drain, 6 x 6 PVC Solvent Cement, 240cc PPR Pipe, 1/2 dia. PPR Coupling, 1/2 dia. PPR Elbow, 1/2 dia., plain PPR Elbow, 1/2 dia., plain PPR Elbow, 1/2 dia., Female Threaded Faucet Teflon Tape Floor Tiles, 30 x 30 cm, Matt Finish Tile Adhesive Tile Spacer, 3mm Tile Grout 2 kilos Subtotal - III 2 1 2 1 5 4 6 1 2 2 1 40 1 1 1 pcs pc pcs can lengths pcs pcs pc pcs pcs roll pcs bag pack pack 130.00 212.00 400.00 90.00 90.00 20.00 10.00 20.00 80.00 150.00 60.00 50.00 300.00 150.00 70.00 260.00 212.00 800.00 90.00 450.00 80.00 60.00 20.00 160.00 300.00 60.00 2,000.00 300.00 150.00 70.00 83,564.00 SUMMARY OF COSTS: A. General Requirements & Preliminaries Item I 6,000.00 B. Earthworks Item II 18,000.00 C. Material Cost Item III 83,564.00 D. Labor Cost 35 % of C 29,247.40 E. Direct Cost A + B + C + D 136,811.40 F. Overhead, Contingencies & Miscellaneous OCM 10 % of E 13,681.14 G. Contractors Profit CP 8 % of E 10,944.91 H. Value Added Tax VAT 5 % of E+F + G 8,071.87 TOTAL ESTIMATED PROJECT COST E + F + G+H ?169,509.32
Pre-bid Conference:
Date: 29/05/2026
Time: 1:00 PM
Venue: BARANGAY HALL OCAÑA
Approved Budget: 169,510.00
Closing Date: 04/06/2026
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