Municipality Of Carmen, Bohol Tender

Description Scope Of Works: Construction Of Multi-purpose Hall At Carmen Municipal College, Poblacion Norte, Carmen, Bohol Item 1. General Requirements 1.1. Project Billboard & Signages, Ect. (lumpsum) 1 Lot 1.2. Barricade, Temporary Fence Ect. (lumpsum) 1 Lot 1.3. Mobilization & Demobilization (lumpsum) 1 Lot 1.5. Communication & Transmittal 1 Lot Item 2. Site Works 2.1. Excavation Labor 2.1.a. Column Footing 18.00 Cu.m F1 C1=12 Pcs. - 1.00 X 1.00 X 1.50m 2.1.b. Wall Footing 1 (wf1) 2.81 C=cu.m V=0.6 X 0.4 X 11.71 2.1.c. Footing Tie Beam 1 (ftb-1) 2.2. Backfill Labor - (column Footing Soil On Site Backfilling) 14.40 Cu.m F1 C1 = 1.2 Cu.m X 12 Sets 2.3 Embankment V=168 X 0.30 + 20% (compacted Volume) 62.00 Cu.m Common Soil For Flooring Embankment 2.4. Gravel Bedding Total Volume: 168 Sq.m X 0.10 High 17.00 Cu.m 1" Gravel Base (good Source) 2.5. Equipment Rental Item 3. Concrete & Reinforcements 3.1. F1 C1&f1 C2 - Column Footings (volume=1.00 X 1.00 X 0.30m X 12 Stes=3.60cu.m) 3.2. Ftb-1 Footing Tie Beam 1 (volume = 0.30 X 0.25x80.25m=6.02 Cu.m) 3.3. C1 -columns (volume = 0.30 X 0.30 X 5.8 X 6 Columns = 3.132cu.m 3.4. C2 - Columns (volume=0.30 X 0.30 X 4.60 X 6 Columns =2.484cu.m) 3.5. Rb-1 Roof Beam1 (volume = 0.25 X 0.40 X 73.40m = 7.34cu.m) 3.6. B-2 Beam 2 (volume = 0.20 X 0.30 X 9.00m=0.54cu.m) 3.7. B-2 Wf1 - Wall Footing 1 (volume = 0.20 X 0.40x 11.71m = 0.94cu.m) 3.8. B-2 Wf2 - Wall Footing 2 (volume = 0.09 X 18.17 = 1.64cu.m) 3.9. Slab On Fill (volume = 168.57 X 0.10 = 16.86cu.m) 3.10. Sc-01 - Stiffener Column (volume = 0.15 X 0.30 X 3.00m X 5 Stes = 0.68 Cu.m) 3.11. Concrete Canopy Canopy At Front: Volume = 1.18 Cu.m (1.40 X 4.20 X 0.10) 2 Sets Total Volume = 1.18 Cu.m 3.12. Slab On Grade (outside Canteen) Volume = 13.96 X 0.10 = 1.40cu.m) 3.13. Slab On Stairs (volume = 3.84 X 0.10 = 0.384 Cu.m) 3.14. Slab On Ramp (volume = 6.4 X 0.10 X 1.60 = 1.024 Cu.m) 3.15. Slab On Kitchen Counter (volume = 2.50 X 0.0 X 0.25 Cu.m) Item 4. Masonry Works 4.1. Chb Laying At Wall Using 6" Chb Total Area= 155.97 Sqm. (6" Chb) 16mm Thk Plaster Two Sides 4.2. Chb Laying At Wall Using 4" Chb Total Area= 19.56 Sqm. (4" Chb) 16mm Thk Plaster Two Sides 4.3. Chb Laying @ Perimeter Of The Building Total Perimeter = 39.3m X 0.40 High =15.72 Sq.m 4.4. Plastering At Column & Beams Column Total Area= 57.60 Sqm. (4" Chb) 16mm Thk Plaster 4.5. Chb Laying @ Underneath The Kitchen Countertap Total Area = 2.11 Sq. Using 4" Thk Chb Item 5. Steel Works: 5.1.a. Roof Framing 5.1.b. Tool/equipment Rental 5.2.a. Roofing And Accessories (materials Including Installation & Delivery) 5.3. Scaffoldings (lumpsum) 5.4.a. Steel Tubular Railings 5.4.b. Tool/equipment Rental Item 6. Formworks & Scaffoldings: (lumpsum) 6.1. Formworks & Scaffoldings (lumpsum) 1 Lot Item 7. Doors & Windows 7.1. Doors & Accessories 7.2. Windows Accessories (materials Including Installation & Delivery) Item 8. Tile Works 8.1. Interior Tiles Floor Tiles @ Faculty Lounge, Research Office, Nstp Office & Canteen Faculty Lounge Total Floor Area = 34.25 Sq.m Research Office Total Floor Area = 9.69 Sq.m Nstp Office Floor Area = 6.23 Sq.m Total Floor Area = 50.17 Sq.m Using 60cm X 60cm Floor Tiles Canteen Floor Area = 18.66 Sq.m Total Floor Area =18.66 Sq.m Using 30cm X 30cm Floor Tiles 8.2. Lavatory Counter @ Kitchen 8.3. Exterior Tiles Wall Tiles @ Bottom Of Columns Total Wall Area = 1.40m X 1.20=1.68 Sq.m X 8 Sets = 13.44 Sq.m Total Wall Area = 13.44 Sq.m Using 30cm X 30cm Wall Tiles Item 9. Ceiling Works 9.1. Spandrel Ceiling Eaves (cf-1) 9.2. Ceiling Works At Faculty Lounge, Research Office, Nstp Office, Canteen, Stock Area, Outside Canteen, Student Lounge, Outside Research Office (cf-2) 9.2.a. Light Steel Ceiling Framing 9.2.b. Ceiling Surface (99.77 Sq.m) 9.3. Spandrel Ceiling Eaves (cf-3) 9.3.a. Ceiling At Faculty Lounge (9.60 Sq.m) 9.3.b. Ceiling At Student Lounge (41.18 Sq.m) Item 10. Miscellaneous Works 10.1. Proposed Ramp For Pwd At Main Entry At Left Side Only (maximum Gradient 1:12) 10.1.a. Earth Works Base Preparation (v=1.73 Cu.m 10.1.b. Masonry Works (wall Plasterin1 Side Of Ramp Area = 3.92 Sq.m - 16mm. Thk. Class A Mixture 10.1.c. Floor Slab At Ramp Using Class A Concrete @ 0.10 Thickness 10.1.d. Gravel Fill On Ramp (total Volume = 2.744 Cu.m) 10.1.e. Handrill Of Ramp: (volume) Item 11. Plumbing Works 11.1. Water Supply Line 11.2. Storm Drainage Line 11.3. Waste Drainage Line 11.4. Tool/equipment Rental Item 12. Electrical Works: 12.1. Lighting Outlet, Convenience Outlet & Other Fixtures 12.2. Power Supply From Powerhouse To Cmc Kaic (kilo Ampere Interrupting Capacity) Item 13. Painting Works 13.2. Exterior Walls At All Elevations ( Area=182.41 Sq.m) 13.3. Interiorwalls At Faculty Lounge , Research Office, Canteen, Stockroom, Nstp Office (area= 177.50 Sq.m) 13.4. Columns, Beams & Ledges (area = 18.88 Sq.m)