Municipality Of Carmen, Bohol Tender

Description Scope Of Works: Item 1. General Requirements 1.1. Construction Safety & Health, Project Billboards & Signages, Etc. Qty.: 1.00 Lot Item 2. Site Works 2.1. Excavation Labor (column Footing, Footing Tie Beam) Qty.: 94.60 Cu.m. F1 C1= 14.70 Cu.m.- 5 Pcs.- 1.40 X 1.40 X 1.50m F2 C2= 39.70 Cu.m.- 5 Pcs.- 2.30 X 2.30 X 1.50m F3 C3= 33.10 Cu.m.- 5 Pcs.- 2.10 X 2.10 X 1.50m Footing Tie Beam= 7.10 Cu.m.- 0.30 X 0.50 X 15.60m 2.2. Backfill Labor (column Footing Soil On Site Backfilling) Qty.: 64.29 Cu.m. F1 C1= 10.35 Cu.m. F2 C2= 29.50 Cu.m. F3 C3= 24.44 Cu.m. 2.3. On Fill (flooring At Classrooms & Hallways) Qty.: 50.00 Cu.m. V= 164.47 X 0.25= 41.12 + 20% (compacted Volume)= 49.34 Cu.m. 2.4. Gravel Bedding (2" Thick)- Flooring At Toilets/ Electrical Room Qty.: 9.50 Cu.m. 2.5. Equipment Rental Qty.: 1.00 Lot Item 3. Formworks & Scaffoldings Qty.: 1.00 Lot Item 4. Concrete & Reinforcements 4.1.a. F1 C1- Column Footings Qty.: 3.43 Cu.m. V= 1.40 X 1.40 X 0.35m X 5 Sets= 3.43 Cu.m. 4.1.b. F2 C2- Column Footings Qty.: 9.26 Cu.m. V= 2.30 X 2.30 X 0.35m X 5 Sets= 9.26 Cu.m. 4.1.c. F3 C3- Column Footings Qty.: 7.72 Cu.m. V= 2.10 X 2.10 X 0.35m X 5 Sets= 7.72 Cu.m. 4.2.a. C1- Columns Qty.: 6.76 Cu.m. V= 0.40 X 0.40 X 8.45m X 5 Columns= 6.76 Cu.m. 4.2.b. C2- Columns Qty.: 6.76 Cu.m. V= 0.40 X 0.40 X 8.45m X 5 Columns= 6.76 Cu.m. 4.2.c. C3- Columns Qty.: 6.76 Cu.m. V= 0.40 X 0.40 X 8.45m X 5 Columns= 6.76 Cu.m. 4.3.a. Ftb-1- Footing Tie Beam Qty.: 0.95 Cu.m. V= 0.30 X 0.50 X 6.30m= 0.95 Cu.m. 4.3.b. Ftb-2- Footing Tie Beam Qty.: 2.97 Cu.m. V= 0.30 X 0.50 X 19.80m= 2.97 Cu.m. 4.3.c. Ftb-3- Footing Tie Beam Qty.: 7.74 Cu.m. V= 0.30 X 0.50 X 51.60m= 7.74 Cu.m. 4.3.d. G1- 2nd Floor Beams Qty.: 1.64 Cu.m. V= 0.25 X 0.40 X 16.40m= 1.64 Cu.m. 4.3.e. G2- 2nd Floor Beams Qty.: 1.64 Cu.m. V= 0.25 X 0.40 X 16.40m= 1.64 Cu.m. 4.3.f. G3- 2nd Floor Beams Qty.: 1.64 Cu.m. V= 0.25 X 0.40 X 16.40m= 1.64 Cu.m. 4.3.g. G6- 2nd Floor Beams Qty.: 1.05 Cu.m. V= 0.25 X 0.40 X 10.50m= 1.05 Cu.m. 4.3.h. G7- 2nd Floor Beams Qty.: 4.38 Cu.m. V= 0.25 X 0.50 X 35.00m= 4.38 Cu.m. 4.3.i. B1- 2nd Floor Beams Qty.: 1.80 Cu.m. V= 0.25 X 0.40 X 18.00m= 1.80 Cu.m. 4.3.j. Rg1- Roof Level Qty.: 4.32 Cu.m. V= 0.20 X 0.40 X 54.00m= 4.32 Cu.m. 4.3.k. Rg2- Roof Level Qty.: 1.00 Cu.m. V= 0.20 X 0.40 X 12.50m= 1.00 Cu.m. 4.3.l. Rg3- Roof Level Qty.: 3.50 Cu.m. V= 0.20 X 0.50 X 35.00m= 3.50 Cu.m. 4.3.m. Lintel Beam At Parapet Wall Qty.: 0.74 Cu.m. V= 0.15 X 0.30 X 16.40m= 0.74 Cu.m. 4.4.a. Ground Floor Slab Qty.: 17.50 Cu.m. V= 175sq.m. X 0.10m= 17.50 Cu.m. 4.4.b. Second Floor Slab Qty.: 22.25 Cu.m. V= 178sq.m. X 0.125m= 22.25 Cu.m. 4.4.c.1. Stiffener Column Qty.: 0.81 Cu.m. V= 0.15 X 0.30 X 3.00m X 6 Sets= 0.81 Cu.m. Ground- Second, Second- Roof Beam 4.4.c.2. Stiffener Column At Parapet Wall Qty.: 0.44 Cu.m. V= 0.10 X 0.40 X 2.20m X 5 Sets= 0.44 Cu.m. Roof Beam- Top Of Parapet Wall 4.5. Equipment Rental Qty.: 1.00 Lot Item 5. Masonry Works 5.1. Chb Laying @ Ground Floor & Second Floor Walls Qty.: 300.52 Sq.m. Total Area= 300.52 Sq.m. (6" Chb) 16mm Thk. Plaster 5.2. Chb Laying @ Parapet Walls Qty.: 42.00 Sq.m. Total Area= 42.00 Sq.m. (4" Chb) 16mm Thk. Plaster One Side Only 5.3. Chb Laying @ Concrete Railings 5.3.a. Ground Floor Qty.: 17.28 Sq.m. Total Area= 17.28 Sq.m. (4" Chb) 16mm Thk. Plaster 5.3.b. Second Floor Qty.: 16.65 Sq.m. Total Area= 16.65 Sq.m. (4" Chb) 16mm Thk. Plaster 5.4. Plastering At Column & Beams Qty.: 395.00 Sq.m. Column Total Area= 153.60 Sq.m. (4" Chb) 16mm Thk. Plaster Beam Total Area= 240.98 Sq.m. (4" Chb) 16mm Thk. Plaster Total Area= 395.00 Sq.m. 5.5. Chb Laying @ Concrete Stair At Entrance Qty.: 1.00 Lot Concrete Slab At Stair 4" Thk. 5.6. Equipment Rental Qty.: 1.00 Lot Item 6. Steel Works 6.1.a. Roof Framing Qty.: 1.00 Lot 6.1.b. Tool/ Equipment Rental Qty.: 1.00 Lot 6.1.c. Roofing And Accessories (materials Including Installation & Delivery) Qty.: 1.00 Lot 6.2. Sidings Adjacent To Parapet Walls @ Right And Left Side Elevation 6.2.a. Steel Framing Qty.: 12.70 Sq.m. 6.2.b. Flashing And Accessories Qty.: 1.00 Lot 6.2.c. Tool/ Equipment Rental Qty.: 1.00 Lot 6.2.d. Scaffoldings Qty.: 1.00 Lot 6.3.a. Window Grills @ W2 (window 2) Qty.: 1.00 Lot 6.3.b. Steel Railings Above Concrete Handrails Qty.: 1.00 Lot (ground Floor, Second Floor And Bridge Railings) 6.3.c. Tool/ Equipment Rental Qty.: 1.00 Lot Item 7. Doors & Windows 7.1. Doors & Accessories Qty.: 1.00 Lot 7.2. Windows Accessories (materials Including Installation & Delivery) Qty.: 1.00 Lot Item 8. Hallway At 2nd Floor (connection To Existing Building From Proposed Building) 8.1. G8- 2nd Floor Beams Qty.: 0.90 Cu.m. V= 0.25 X 0.40 X 4.50 X 2= 0.90 Cu.m. 8.2. Rg1- Roof Level Qty.: 0.72 Cu.m. V= 0.20 X 0.40 X 4.50 X 2= 0.72 Cu.m. 8.3. Second Floor Bridge Slab Qty.: 1.406 Cu.m. V= 11.25sq.m. X 0.125m= 1.406 Cu.m. 8.4. Roof Framing Qty.: 1.00 Lot 8.5. Roof Girt Qty.: 3.00 Sets 8.6. Tool/ Equipment Rental Qty.: 1.00 Lot 8.7. Roofing And Accessories (materials Including Installation & Delivery) Qty.: 1.00 Lot 8.8. Chb Laying @ Concrete Railings 8.8.a. Ground Floor Qty.: 17.28 Sq.m. Total Area= 17.28 Sq.m. (4" Chb) 16mm Thk. Plaster 8.9. Formworks & Scaffoldings Qty.: 1.00 Lot Item 9. Water Proofing & Moisture Protection 9.1. Water Proofing Of Rear Elevation Wall (façade & Parapet Walls) Qty.: 125.00 Sq.m. 9.2. Water Proofing Of Interior Walls Facing The Windows At Rear Elevation (4 Classrooms) Qty.: 125.00 Sq.m. 9.3. Parapet Wall Moisture Protection (flashing At Top) Qty.: 1.00 Lot 9.4. Scaffoldings Qty.: 1.00 Lot Item 10. Plumbing Works 10.1. Stormwater Drainage Line Qty.: 1.00 Lot Item 11. Ceiling Works 11.1. Ceiling Eaves At Second Floor Qty.: 58.80 Sq.m. Dimension= 42.00m Length X 1.40m Width 11.2. Ceiling At Interior (furring & Accessories Only) Qty.: 1.00 Lot 11.3. Scaffoldings Qty.: 1.00 Lot