MUNICIPALITY OF SAN MANUEL, ISABELA Tender

Description “construction Of San Manuel Public Cemetery -(abc= P 80,000,000.00)” No. Item Description Quantity Unit Part I - General Requirements A.1 Mobilization / Demobilization 1.00 Ls A.2 Project Billboard / Signboard 3.00 Sets A.3 Provision Of Progress Photographs 540.00 Each A.4 Temporary Field Office And Furnitures (rental) Including Electric Consumption 17.00 Months A.5 Occupational Safety And Health Program 18.00 Months A.6 Traffic Management 12.00 Months Part Ii - Land Development Part A - Earthworks A.1 Clearing And Grubbing (common Materials) 22,314.00 Sq.m A.2 Structure Excavation (pipe Culvert And Stone Masonry) 3,961.56 Cu.m A.3 Embankment From Borrow (common Materials) 55,117.31 Cu.m A.4 Subgrade Preparation (common Materials) 5,332.61 Sq.m A.5 Pipe Culvert And Cross Drain Backfill 2,069.51 Cu.m A.6 Embankment From Cut Soil 13,995.00 Cu.m A.7 Foundation Fill (pipe Culvert And Stone Masonry) 335.95 Cu.m A.8 150mm Thk Aggregate Topping 2,940.66 Cu.m A.9 Diversion Of Creek 349.80 Lm A.10 Disposal Of Unsuitable Materials 3,347.10 Cu.m Part B -road Network B.1 Aggregate Subbase Coarse 1,607.36 Cu.m B.2 Aggregate Base Coarse 629.17 Cu.m B.3 200mm Thk Portland Cement Concrete Pavement, 6.0m Row 975.24 Sq.m B.4 200mm Thk Portland Cement Concrete Pavement, 3.0m Row 1,300.80 Sq.m B.5 Curb And Gutter 1,366.00 Lm Part C - Structural Concrete C.1 Inlet And Outlet - 1800mm Dia. Rc Pipe Culvert 41.56 Cu.m C.2 Catch Basin - 1800mm Dia. Rc Pipe Culvert 17.29 Cu.m C.3 Inlet And Outlet - 1800mm Dia. Rc Pipe Cross Drain 23.27 Cu.m C.4 Catch Basin - 910mm Dia. Cross Drain 3.09 Cu.m C.5 Catch Basin - 610mm Dia. Cross Drain 5.60 Cu.m C.6 Main Gate 15.88 Cu.m Part D - Drainage System D.1 1800mm Dia. Rc Pipe Culvert 63.00 Lm D.2 1200mm Dia. Rc Pipe Culvert 98.00 Lm D.3 610mm Dia. Rc Pipe Cross Drain 12.00 Lm D.4 300mm Dia. Rc Pipe Cross Drain And 100mm Dia. Pvc Pipe 4.00 Lm Part E - Slope Protection E.1 Stone Masonry 185.50 Cu.m Part F - Electrical F.1 Primary Line With Complete Metering Assembly And 25kva Transformer 1.00 L.s Part G - Water System G.1 Drilling Of 2" Dia. Pipe, Water Well 30.00 Lm G.2 Installation Of Water Pump And Tank (including Accessories) 1.00 L.s G.3 Installation Of Distribution Pipe 160.00 Lm Part H - Miscellaneous H.2 Grave Yard Pathway Curb 1,526.00 Lm H.3 1.60mh X 1.25mw Concrete Lettering (san Manuel Cemetery), Acrytex Paint Finish, Verify Color 1.00 Lot Part Iii - Construction Of Public Toilet Part A - Earthworks A.2 Structure Excavation (common Soil, Manual) 61.01 Cu.m A.3 Backfilling (manual) 31.33 Cu.m A.4 Selected Fill (manual) 20.64 Cu.m A.5 Gravel Bedding (manual) 8.44 Cu.m A.6 Soil Moisture Barrier 68.80 Sq.m A.7 Soil Poisoning 68.80 Sq.m Part B - Structural/civil Works B.1 Concrete Works Column Footing - Class A 2.00 Cu.m Wall Footing - Class A 0.36 Cu.m Column - Class A 3.48 Cu.m Grade Beam - Class A 1.12 Cu.m Slab On Grade - Class A 6.88 Cu.m Roof Beam - Class A 2.71 Cu.m B.2 Rebar Works Column Footing 189.24 Kg Wall Footing 26.28 Kg Column 822.36 Kg Grade Beam 357.81 Kg Slab On Grade 272.45 Kg Roof Beam 693.65 Kg B.3 Forms And Scaffoldings Column Footing 8.00 Sq.m Column 58.00 Sq.m Grade Beam 15.50 Sq.m Roof Beam 39.99 Sq.m B.4 Masonry Works 150mm Thk Chb Laying 158.65 Sq.m B.5 Structural Steel Works Roof Framing 635.94 Kg B.6 Tinsmitting Works Roofing 61.36 Sq.m Part C - Architectural Works C.1 Floor Finishes Ff-1, Comfort Room, 600x600 Homogeneous Tiles 34.30 Sq.m Ff-2, Storage And Waiting Area, 600x600 Homogeneous Tiles 28.30 Sq.m C.2 Wall Finishes Wf-1, Smooth Cement Plaster Finish 486.79 Sq.m Aluminum Composite Panel - Wall Cladding 12.00 Sq.m Wf-2, 600x600 Homogeneous Tiles 98.34 Sq.m C.3 Ceiling Finishes Cf-1, 6mm Thk Ficem Board 62.81 Sq.m C.4 Doors And Windows Wooden Panel Door And Door Jambs On Varnish Paint Finish 4.00 Set Aluminum Window 4.32 Sq.m Door Hardwares 4.00 Set C.5 Drywall Partition Toilet Partition And Urinal Partition - 12mm Thk Phenolic Partition With Complete Accessories 26.93 Sq.m C.6 Painting Works Flat Latex Paint Finish - Interior Ceiling 62.81 Sq.m Semigloss Acrytex Paint Finish - Exterior Wall 415.78 Sq.m Semigloss Latex Paint Finish - Interior Wall 71.04 Sq.m C.7 Metal Works Stainless Grab Bar 6.30 Lm Metal Frame For Acp Cladding 10.00 Lm Part D - Plumbing Works D.1 Water Line 1.00 Lumpsum D.2 Storm Line 1.00 Lumpsum D.3 Catch Basin, 0.5m(wi) X 0.5m(li) X 0.7m(di) 3.00 Set D.4 Sanitary Line 1.00 Lumpsum D.5 Plumbing Fixtures 14.00 Set D.6 Septic Tank, 2.0m(wo) X 4.0m(lo) X 2.0m(do) 1.00 Set Part E - Electrical Works E.1 Rough Ins 1.00 Lumpsum E.2 Wires And Devices 1.00 Lumpsum E.3 Electrical Fixtures 1.00 Lumpsum E.4 Panel Boards And Circuit Breakers 1.00 Sets Part Iv - Construction Of Grave Digger House Part A - Earthworks A.2 Structure Excavation (common Soil, Manual) 8.54 Cu.m A.3 Backfilling (manual) 5.88 Cu.m A.4 Selected Fill (manual) 6.00 Cu.m A.5 Gravel Bedding (manual) 1.93 Cu.m A.6 Soil Moisture Barrier 20.00 Sq.m A.7 Soil Poisoning 20.00 Sq.m Part B - Structural/civil Works B.1 Concrete Works Column Footing - Class A 1.20 Cu.m Wall Footing - Class A 0.36 Cu.m Column - Class A 1.48 Cu.m Grade Beam - Class A 1.10 Cu.m Slab On Grade - Class A 2.00 Cu.m Roof Beam - Class A 1.10 Cu.m B.2 Rebar Works Column Footing 189.24 Kg Wall Footing 26.28 Kg Column 493.42 Kg Grade Beam 234.68 Kg Slab On Grade 79.20 Kg Roof Beam 249.84 Kg B.3 Forms And Scaffoldings Column Footing 4.80 Sq.m Column 24.60 Sq.m Grade Beam 11.00 Sq.m Roof Beam 15.40 Sq.m B.4 Masonry Works 100mm Thk Chb Laying 75.46 Sq.m B.5 Structural Steel Works Roof Framing 699.22 Kg B.6 Tinsmitting Works Roofing 41.32 Sq.m Part C - Architectural Works C.1 Floor Finishes Ff-1, Comfort Room, 600x600 Homogeneous Tiles 2.09 Sq.m C.2 Wall Finishes Wf-1, Smooth Cement Plaster Finish 145.52 Sq.m Wf-2, 600x600 Homogeneous Tiles 8.10 Sq.m C.3 Ceiling Finishes Cf-1, 6mm Thk Ficem Board 20.00 Sq.m Spandrel Ceiling - Exterior 19.02 Sq.m C.4 Doors And Windows Wooden Panel Door And Door Jambs On Varnish Paint Finish 3.00 Set Aluminum Window 5.40 Sq.m Door Hardwares 3.00 Set C.6 Painting Works Flat Latex Paint Finish - Interior Ceiling 20.00 Sq.m Semigloss Acrytex Paint Finish - Exterior Wall 63.40 Sq.m Semigloss Latex Paint Finish - Interior Wall 82.12 Sq.m Part D - Plumbing Works D.1 Water Line 1.00 Lumpsum D.2 Storm Line 1.00 Lumpsum D.3 Catch Basin, 0.5m(wi) X 0.5m(li) X 0.7m(di) 4.00 Set D.4 Sanitary Line 1.00 Lumpsum D.5 Plumbing Fixtures 1.00 Set D.6 Septic Tank, 2.0m(wo) X 4.0m(lo) X 2.0m(do) 1.00 Set Part E - Electrical Works E.1 Rough Ins 1.00 Lumpsum E.2 Wires And Devices 1.00 Lumpsum E.3 Electrical Fixtures 1.00 Lumpsum E.4 Panel Boards And Circuit Breakers 1.00 Sets E.5 Provision Of Power Supply Line (grave Digger To Chaplet, Public Toilet 1 And Public Toilet 2) 205.00 Lm