Fabrication Tenders

Details: Description Item No. Description Qty. Unit B.5 Project Billboard 1.00 Lot B.7 Occupational Safety And Health Program 2.00 Mos 803 (1)a Structure Excavation (common Soil-manual) 21.62 Cu.m 804(1)a Embankment From Structure Excavation 15.55 Cu.m 804(4) Gravel Bedding 6.48 Cu.m 902(1)a Reinforcing Steel Bar, Grade 40 2,154.19 Kgs 903(2) Formworks And False Works 105.20 Sq.m 900(1) Structural Concrete 14.39 Cu.m 900(1)c2 Slab On Fill, T=0.10 (4") 5.48 Cu.m 1046(2)a1 100mm Reinforced Chb (non-load Bearing) 125.57 Sq.m 1027(1) Cement Plaster Finish 264.63 Sq.m 1047(2)a Structural Steel, Trusses 1,087.43 Kgs 1047(2)b Structural Steel, Purlins 609.55 Kgs 1014(1)b1 Prepainted Metal Sheets (rib, Long Span, 0.5mm) 87.75 Sq.m 1013(2)b Fabricated Metal Roofing Accessory (flashing) 31.72 L.m. 1013 (2)c Fabricated Metal Roofing Accessories (gutter) 12.20 L.m. 1003(1)a1 Ceiling Works (4.5mm Fiber Cement Board) 45.00 Sq.m 1003(1)e2 Ceiling Works (pre-painted, 0.40mm Gi Spandrel) 1.00 Lot 1032(1)a Painting Works (masonry Painting) 276.02 Sq.m 1032(1)c Painting Works (metal Painting) 123.83 Sq.m 1018(1) Glazed Tiles 48.78 Sq.m 1018(2) Unglazed Tiles 7.50 Sq.m 1010(1) Doors (aluminum Framed Glass) 1.00 Lot 1008(1)a Aluminum Glass Window (sliding Type) 9.00 Sq.m Spl I Electrical Works 1.00 Lot Spl 2 Plumbing Works 1.00 Lot Spl 3 Metal Works, Letterings & Cut-outs 1.00 Lot

Details: Description The Bids & Awards Committee (bac) Of Municipality Of Argao, Cebu, Invites All Interested Suppliers/manufacturers/distributors/contractors/consultants To Apply For Eligibility And To Submit Bids For The Following: B.9 Mobilization /demobilization Quantity 1.00 L.s. Dpwh Standard Output Per Hour (oph)= 1.00 L.s. 1.00 L.s. Mobilization /demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: Number Of Hours 6.00 1.00 A. Backhoe (0.80 Mᶾ) 6.00 1.00 B. Dumptruck (12 Ydᶾ) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Project Billboard/signboard Direct Cost: A. Materials: 64.00 Sq.ft. A. Tarpaulin (4' 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: Number Of Days 1.00 Lot Minor Tools (10% Of Labor Cost) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.7(2) Occupational Safety And Health Program Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Occupational Safety And Health Program Direct Cost: A. Materials: 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days C. Working Gloves 1.00 Set D. First Aid Kit B. Manpower: Number Of Days 22.00 1.00 A. Safety Practitioner/officer (part Time) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.3 Permits And Clearances Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Permits And Clearances Direct Cost: A. Materials: 1.00 L.s. Permits And Other Clearances - Building Permit Processing Fees Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil) Quantity 20.16 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 20.16 M3 Structure Excavation (common Soil) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. Backhoe (0.80 Mᶾ) 1.00 2.00 B. Dumptruck (12 Ydᶾ) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1)a Embankment From Structure Excavation Quantity 17.64 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 17.64 M3 Embankment From Structure Excavation Direct Cost: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1.00 A. Plate Compactor (5 Hp) 0.75 1.00 B. Backhoe (0.80 M3) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(4) Gravel Bedding Quantity 4.84 M3 Dpwh Standard Output Per Hour (oph)= 1.2 M3 4.84 M3 Gravel Bedding Direct Cost: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Plate Compactor (5 Hp) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c2 " Structural Concrete (footing, Slab On Fill)" Quantity 9.18 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 9.18 M3 "structural Concrete (footing, Slab On Fill)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c3 " Structural Concrete (footing Tie Beam, Wall Footing)" Quantity 5.76 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 5.76 M3 "structural Concrete (footing Tie Beam, Wall Footing)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c4 " Structural Concrete (columns)" Quantity 8.19 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 8.19 M3 "structural Concrete (columns)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c5 " Structural Concrete (roof Beams, Lintel Beams, Cantilever Beams)" Quantity 4.48 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 4.48 M3 "structural Concrete (roof Beams, Lintel Beams, Cantilever Beams)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 902(1) " Reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Quantity 1,873.17 Kg Dpwh Standard Output Per Hour (oph)= 143.438 Kg 1873.17 Kg "reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Direct Cost: A. Materials: 1.00 Kg A. Deformed Reinforcing Steel - G40 0.02 Kg B. #16galvanized Iron Wire C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 903 (2) Formworks And Falseworks Quantity 31.50 M2 Dpwh Standard Output Per Hour (oph)= 3.24 M2 31.50 M2 Formworks And Falseworks Direct Cost: A. Materials: 0.35 Pcs A. Ordinary Plywood - 3 Uses 7.19 Bd Ft B. Good Lumber - 3 Use 0.21 Kg C. Assorted Common Wire Nail D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Installation 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer Removal 0.41 1.00 A. Construction Foreman 0.41 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1046.00 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Quantity 102.40 M2 Dpwh Standard Output Per Hour (oph)= 3.825 M2 102.40 M2 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Direct Cost: A. Materials: 13.00 Pc A. 100 Mm Thk Chb (non-load Bearing) 0.53 Bag B. Cement 0.04 Cu.m C.sand 3.24 Kg D. Reinforcing Steel 0.05 Kg E. #16 Tie Wire B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One-bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)b Structural Steel Roof Truss Quantity 2,224.80 Kg Dpwh Standard Output Per Hour (oph)= 85 Kg 2224.80 Kg Structural Steel Roof Truss Direct Cost: A. Materials: 1.00 Kg A. Structural Steel (channel Bar A36) 0.01 Kg B. Acetylene 0.02 Kg C. Oxygen 0.02 Kg D. Welding Rod E. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer Erection 0.49 3.00 A. Skilled Laborer 0.49 5.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1.00 A. Welding Machine 0.25 1.00 B. Cutting Outfit 0.49 1.00 C. Truck Mounted Crane (20-25 Mt) Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)c Structural Steel Purtins Quantity 387.70 Kg Dpwh Standard Output Per Hour (oph)= 90.45 Kg 387.70 Kg Structural Steel Purtins Direct Cost: A. Materials: 1.05 Kg A. Structural Steel Framing Including Cross 0.02 Kg B. Acetylene 0.00 - C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 2.00 A. Welding Machine Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (6) Metal Structure Accessories (steel Plates) Quantity 22.00 Kg Dpwh Standard Output Per Hour (oph)= 12.995 Kg 22.00 Kg Metal Structure Accessories (steel Plates) Direct Cost: A. Materials: 1.05 Kg A. Steel Plates B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (7)b Metal Structure Accessories (sag Rods) Quantity 41.98 Kg Dpwh Standard Output Per Hour (oph)= 12.995 Kg 41.98 Kg Metal Structure Accessories (sag Rods) Direct Cost: A. Materials: 1.05 Kg A. Sag Rods With Nuts & Bolts B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (4) Metal Structure Accessories (cross Bracing) Quantity 51.98 Kg Dpwh Standard Output Per Hour (oph)= 12.995 Kg 51.98 Kg Metal Structure Accessories (cross Bracing) Direct Cost: A. Materials: 1.05 Kg A. Cross Bracing B. Consumables (3% Of The Material Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (3)c Metal Structure Accessories (turnbuckle) Quantity 16.00 Each Dpwh Standard Output Per Hour (oph)= 1 Each 16.00 Each Metal Structure Accessories (turnbuckle) Direct Cost: A. Materials: 1.05 Kg A. Turnbuckle B. Consumables (3% Of The Material Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1014.00 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Quantity 101.49 M2 Dpwh Standard Output Per Hour (oph)= 2.769 M2 101.49 M2 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Direct Cost: A. Materials: 1.00 M A. Prepainted Metal Sheets (rib Type, Long Span, 0.427mm Thk. 10.00 Pc B. Tek Screw C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(1) Fabricated Metal Roofing Accessory (flashings & Metal Fascia) Quantity 38.80 M Dpwh Standard Output Per Hour (oph)= 10.6 M 38.80 M Fabricated Metal Roofing Accessory (flashings & Metal Fascia) Direct Cost: A. Materials: 1.05 M A. Flashings (bended) 19.00 Pc B. Blind Rivets C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)c Fabricated Metal Roofing Accessory (gutter) Quantity 19.60 M Dpwh Standard Output Per Hour (oph)= 0 M 19.60 M Fabricated Metal Roofing Accessory (gutter) Direct Cost: A. Materials: 1.05 M A. Gutter (0.4 Mm) 3.00 Pc B. 12" X 1" Plain Gi Strap 16.00 Pc C. Blind Rivets C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)a1 Fabricated Metal Roofing Accessory (ridge Roll) Quantity 12.00 M Dpwh Standard Output Per Hour (oph)= 11.8 M 12.00 M Fabricated Metal Roofing Accessory (ridge Roll) Direct Cost: A. Materials: 1.05 M A. Prepainted Ridge Roll, Ga. 24 (0.701mmx2.44mm) 19.00 Pc B. Blind Rivets 0.00 - C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1038(1) " Reflective Insulation" Quantity 94.08 M2 Dpwh Standard Output Per Hour (oph)= 5.56 M2 94.08 M2 "reflective Insulation" Direct Cost: A. Materials: 1.00 M2 A. Reflective Insulation B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)c Painting Works (metal Painting) Quantity 129.40 M2 Dpwh Standard Output Per Hour (oph)= 2 M2 129.40 M2 Painting Works (metal Painting) Direct Cost: A. Materials: 0.05 Gal A. Red Oxide Primer 0.10 Gal B. Enamel Paint 0.25 L C. Paint Thinner D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: Title: Fourniture, Installation Et Mise En Service De Fours De Traitement Thermique, Y Compris La Formation. description: La Réalisation De Pièces Denses Par Impression 3d (additive Manufacturing) Nécessite La Mise En Place De 5 Étapes Qui Sont :  La Conception De Matériaux Sous Forme De Poudres Dont Les Propriétés Physiques Permettent Une Mise En Forme De La Matière Première Par Impression 3d (taille Des Particules, Morphologie, …) ;  La Conception De La Pièce Sous Forme D’un Fichier Stl Prenant En Compte Le Positionnement De La Pièce Sur La Plateforme De Conception Et Sa Stabilisation Au Travers De Renforts (évitant Sa Déformation) ;  L’impression De La Pièce, Couche Par Couche Du Matériau Désiré En Utilisant Une Imprimante Adaptée ;  La Récupération Et Le Nettoyage De La Pièce Noyée Initialement Dans Le Lit De Matériau Excédentaire ;  La Densification De La Pièce Qui Permet De Donner Les Propriétés Mécaniques Finales À La Pièce. Ce Marché Vise L’acquisition De Fours Qui Permettront Au Travers De L’application D’un Traitement Thermique Adapté De La Pièce De Lui Conférer Ces Propriétés Mécaniques Finales. Cette Étape De Densification Peut Être Scindée En 2 Phases : • La Première, Le Déliantage, Consiste À Éliminer De Manière Progressive Les Liants Organiques Présents Dans La Pièce Au Sortir De L’imprimante. En Effet, La Cohésion Des Matériaux Poudreux Utilisés Dans L’imprimante N’est Possible Qu’au Travers De L’utilisation De Liants Organiques. Ceux-ci Doivent Être Éliminés Pour Obtenir Une Pièce Exempte De Composés Organiques. Cette Étape Est Délicate Car Elle Vise La Décomposition Des Liants Organiques En Produits Gazeux Sous L’effet De Température En Présence D’air (dioxyde De Carbone). Elle S’effectue Généralement Dans Un Domaine De Température Compris Être 100 Et 1200°c Pour Des Rampes De Montée Très Lente (quelques Degrés Par Heure) Et Ce, Afin D’éviter L’apparition De Fissures Dans Les Pièces. • La Seconde, Le Frittage, Consiste À Porter La Pièce Déliantée À Très Haute Température Pour La Consolider. Les Grains De Matériaux Vont Ainsi Au Travers De Différents Mécanismes Croitre Et Conduire À Une Élimination De La Porosité Au Sein De La Pièce. Cette Étape Est Déterminante Car Elle Permet De Conférer Les Propriétés Mécaniques Finales Aux Pièces Traitées. En Fonction Des Matériaux Traités (céramiques Ou Métaux), Il Est Utile De Réaliser Ces Traitements À Des Températures Importantes (1200°c Et 3000°c) Et Sous Des Atmosphères Particulières, Soit Inerte, (argon/azote), Soit Réductrice (hydrogène), Pour Éviter L’oxydation Des Pièces (aluminium, Titane, Acier, Carbure, Nitrures, …). Ce Marché Vise L’acquisition De Plusieurs Fours De Déliantage, De Frittage Et De Synthèse Qui Permettront De Couvrir Le Traitement Thermique D’une Large Gamme De Matériaux (métaux Et Céramiques). Ces Fours Seront Utilisés Dans Le Cadre D’applications Liées À La Fabrication Additive, Que Ce Soit Pour La Conception Des Matériaux À Utiliser Dans Les Formulations (poudres), Ou Dans Le Traitement Final Des Pièces Après Synthèse. Le Présent Marché Est Constitué De 3 Lots. Lot 1 : 1 Four N°1 – 1800°c Ce Four Sera Principalement Utilisé Pour Le Frittage À Haute Température (1800°c) De Pièces En Matériau Réfractaire De Type Céramique.   Lot 2 : Four N°2 – 2800°c Ce Four Sera Principalement Utilisé Pour Le Frittage De Pièces Métalliques Imprimées Selon La Technique Du Binder-jetting (fabrication Additive). Lot 3 : Four N°3 – 1750°c Ce Four Sera Principalement Utilisé Pour La Synthèse En Phase Liquide De Poudres Inorganiques. Le Présent Marché Est Subsidié Par Le Plan National Pour La Reprise Et La Résilience Dans Le Cadre Du Projet « Plateforme Environnement Et Transition Énergétique ». Des Clauses Écologiques, Appelées « Clauses Dnsh » (do Not Significant Harm) Sont Prévues. Qu’est-ce Que Le Principe Dnsh ? Aux Fins Du Règlement Sur La Facilité, Il Convient D’interpréter Le Principe Dnsh Au Sens De L’article 17 Du Règlement Sur La Taxinomie. Ledit Article Définit Ce Qui Constitue Un « Préjudice Important » Pour Les Six Objectifs Environnementaux Couverts Par Le Règlement : 1. Une Activité Est Considérée Comme Causant Un Préjudice Important À L’atténuation Du Changement Climatique Lorsqu’elle Génère Des Émissions Importantes De Gaz À Effet De Serre ; 2. Une Activité Est Considérée Comme Causant Un Préjudice Important À L’adaptation Au Changement Climatique Lorsqu’elle Entraîne Une Augmentation Des Incidences Négatives Du Climat Actuel Et De Son Évolution Attendue Sur Elle-même Ou Sur La Population, La Nature Ou Les Biens ; 3. Une Activité Est Considérée Comme Causant Un Préjudice Important À L’utilisation Durable Et À La Protection Des Ressources Aquatiques Et Marines Lorsqu’elle Est Préjudiciable Au Bon État Ou Au Bon Potentiel Écologique Des Masses D’eau, Y Compris Les Eaux De Surface Et Les Eaux Souterraines, Ou Au Bon État Écologique Des Eaux Marines ; 4. Une Activité Est Considérée Comme Causant Un Préjudice Important À L’économie Circulaire (y Compris La Prévention Des Déchets Et Le Recyclage) Lorsqu’elle Est Caractérisée Par Une Inefficacité Significative Dans L’utilisation Des Matières Ou Dans L’utilisation Directe Ou Indirecte De Ressources Naturelles, Lorsqu’elle Entraîne Une Augmentation Notable De La Production, De L’incinération Ou De L’élimination De Déchets, À L’exception De L’incinération De Déchets Dangereux Non Recyclables Ou Lorsque L’élimination À Long Terme Des Déchets Peut Avoir D’importants Effets Néfastes À Long Terme Sur L’environnement ; 5. Une Activité Est Considérée Comme Causant Un Préjudice Important À La Prévention Et À La Réduction De La Pollution Lorsqu’elle Entraîne Une Augmentation Notable Des Émissions De Polluants Dans L’air, L’eau Ou Le Sol ; 6. Une Activité Est Considérée Comme Causant Un Préjudice Important À La Protection Et À La Restauration De La Biodiversité Et Des Écosystèmes Lorsqu’elle Est Fortement Préjudiciable Au Bon État Et À La Résilience D’écosystèmes Ou Préjudiciable À L’état De Conservation Des Habitats Et Des Espèces, Y Compris Ceux Qui ...

Details: Description Republic Of The Philippines Province Of Bukidnon City Of Valencia (city Of Golden Harvest) Office Of The City General Services Patag, Bagontaas, Valencia City, Bukidnon Tel No. (088) 828-4491/09171386496 Cgsovalenciacity@gmail.com/valenciagso.svp@gmail.com Cgso-24-2024 Request For Submission Of Price Quotations The Local Government Unit Of Valencia Thru The City General Services Office Invites Contractors In Good Standing To Submit Price Quotation For The Project Below: Name Of Project: Establishment Of Supplementary And Complementary Food Plants At Nutriland Barangay Pinatilan, Valencia City, Bukidnon Abc: Php 395,844.52 Item No. Item Description Qty Unit Unit Cost Quote Amount 1 Establishment Of Supplementary And Complementary Food Plants With The Following Scope Of Works: Structure Excavation, Embankment , Structural Reinforced Concrete With Gravel Fill Of Columns With Corresponding Footings, Wall Footing And Floor Slab; Installation Of 0.6 Meter High 100mm Chb Non-load Bearing (including Reinforcing Steel) With Cement Plaster Finish For Walls Along With Fiber Cement Board With Metal Frame Ceiling And Prepainted Metal Sheets; Sliding Windows And Panel Door; Carpentry Works For Ceiling And Fascia Board; Roofing Works With Roofing Accessories As Per Approved Plans, Program Of Works And Specifications. 1 Lot Other General Requirement B.5 (1) Project Billboard/signboard 1.00 Ea. B.7(1) Occupational Safety And Health Programs 1.00 L.s. B.9 (1) Mobilization/demobilization 1.00 L.s. Earthwork 803(1)a Structure Excavation (common Soil) 4.44 Cu.m. 804(1)a Embankment From Structure Excavation (common Soil) 10.70 Cu.m. 804 (7) Gravel Fill 1.63 Cu.m. Plain And Reinforced Concrete Work 900(1)c Structural Concrete (3000psi, Class A, 28 Days) 3.08 Cu.m. 902 (1)a1 Reinforcing Steel (deformed, Grade 33) 209.21 Kg 903(2) Formworks And Falseworks 3.84 Sq.m. Finishing And Other Civil Works Masonry Works 1046(2)a1 Chb Non-load Bearing (including Reinforcing Steel, 100mm) 12.00 Sq.m. Fabricated Materials 1008(1)a Aluminum Glass Windows (sliding Type) 5.76 Sq.m. 1010(2)b Doors (wooden Panel) 1.00 Set Finishing Works 1003(1) A1 Carpentry And Joinery Works, Fiber Cement Board 108.97 Sq.m. 1027(1) Cement Plaster Finish 41.00 Sq.m. Painting Works 1032(1)c Painting Works (steel) 49.33 Sq.m. Roof Framing And Roofing Works 1013(2) A2 Fabricated Metal Roofing Accessory (gauge 26)- Flashings 15.40 L.m. 1013 (2) B1 Fabricated Metal Roofing Accessory (gauge 24)-gutters 6.00 L.m. 1014(1) B2 Prepainted Metal Sheets (rib Type, Long Span, Above 0.427 Mm) 85.27 Sq.m. 1047 (2)a Structural Steel 497.79 Kgs ***nothing Follows*** Please Quote Your Best And Final Offer For The Item Described Above. Submit Your Quotation Duly Signed By You Or Your Representative On Or Before ___________ Not Later Than 1:30 In The Afternoon. The Lgu-valencia City, Bukidnon Reserves The Right To Accept Or Reject Any Bid, To Annul The Bidding Process, And To Reject All Bids At Any Time Prior To Contract Award, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. Furthermore, The Lgu Reserved The Right To Waive Any Formality Or Technicality And To Accept The Proposal Deemed Most Advantageous To The Lgu. Vicky Lyn C. Acuesta-duron City General Services Officer

Details: Description The Bids & Awards Committee (bac) Of Municipality Of Argao, Cebu, Invites All Interested Suppliers/manufacturers/distributors/contractors/consultants To Apply For Eligibility And To Submit Bids For The Following: B.9 Mobilization /demobilization Quantity 1.00 L.s. Dpwh Standard Output Per Hour (oph)= 1.00 Ls 1.00 L.s. Mobilization /demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: Number Of Hours 1.00 6.00 A. Backhoe (0.80 Mᶾ) 1.00 6.00 B. Dumptruck (12 Ydᶾ) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 Ls 1.00 L.s. Project Billboard/signboard Direct Cost: A. Materials: 64.00 Sq.ft. A. Tarpaulin (4' 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: Number Of Days 4.00 1.00 A. Construction Foreman 4.00 1.00 B. Skilled Laborer 4.00 2.00 C. Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.7(2) Occupational Safety And Health Program Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Occupational Safety And Health Program Direct Cost: A. Materials: Ppe 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days C. Working Gloves 1.00 Set E. First Aid Kit B. Manpower: Number Of Days 15.00 1.00 A. Safety Practitioner/officer (part Time) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.3 Permits And Clearances Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Permits And Clearances Direct Cost: A. Materials: 1.00 L.s. Permits And Other Clearances - Building Permit Processing Fees Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil) Quantity 4.40 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 4.40 M3 Structure Excavation (common Soil) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. Backhoe (0.80 Mᶾ) 1.00 2.00 B. Dumptruck (12 Ydᶾ) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1)a Embankment From Structure Excavation Quantity 4.40 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 4.40 M3 Embankment From Structure Excavation Direct Cost: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 0.75 A. Plate Compactor (5 Hp) 1.00 0.75 B. Backhoe (0.80 M3) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(4) Gravel Bedding Quantity 9.60 M3 Dpwh Standard Output Per Hour (oph)= 1.20 M3 9.60 M3 Gravel Bedding Direct Cost: A. Materials: 1.05 M3 A. Gravel Bedding (g1)(w/5% Shrinkage Factor) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Plate Compactor (5 Hp) 0.00 0.00 Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c2 " Structural Concrete (footing, Slab On Fill) " Quantity 19.80 M3 Dpwh Standard Output Per Hour (oph)= 0.36 M3 19.80 M3 " Structural Concrete (footing, Slab On Fill) " Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c4 " Structural Concrete (columns)" Quantity 1.73 M3 Dpwh Standard Output Per Hour (oph)= 0.36 M3 1.73 M3 " Structural Concrete (columns)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 902(1)" Reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Quantity 939.93 Kg Dpwh Standard Output Per Hour (oph)= 143.44 Kg 939.93 Kg " Reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Direct Cost: A. Materials: 1.00 Kg A. Deformed Reinforcing Steel - G40 0.02 Kg B. #16galvanized Iron Wire C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 903 (2) Formworks And Falseworks Quantity 84.00 M2 Dpwh Standard Output Per Hour (oph)= 3.24 M2 84.00 M2 Formworks And Falseworks Direct Cost: A. Materials: 0.35 Pcs A. Ordinary Plywood - 3 Uses 7.19 Bd Ft B. Good Lumber - 3 Use 0.21 Kg C. Assorted Common Wire Nail D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Installation 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer Removal 0.41 1.00 A. Construction Foreman 0.41 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)b Structural Steel (roof Truss, Gi Pipe - Column, Rectangular Tube -for Walling, Strut & Strut Member) Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.00 L.s 1.00 L.s Structural Steel (roof Truss, Gi Pipe - Column, Rectangular Tube -for Walling, Strut & Strut Member) Direct Cost: A. Materials: 70.00 Length/s A. Structural Steel (angular Bar 2"x2'x3/16") 55.00 Length/s B. Structural Steel (angular Bar 1 1/2x1 1/2x3/16) 6.00 Length/s C.gi Pipe Sched 40(6") 48.00 Length/s D.12mm Deformed Bar 24.00 Length/s E.rectangular Tube 2"x3"*6meters 2.00 Tank F. Acetylene 2.00 Tank G. Oxygen 2.00 Box H. Welding Rod I. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Fabrication 6.00 1.00 A. Construction Foreman 6.00 2.00 B. Skilled Laborer 6.00 5.00 C. Unskilled Laborer Erection 6.00 3.00 A. Skilled Laborer 6.00 5.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 4.00 1.00 A. Welding Machine 4.00 1.00 B. Cutting Outfit 4.00 1.00 C. Truck Mounted Crane (20-25 Mt) Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)c Structural Steel Purlins (horizontal Support For Lighting Fixtures) Quantity 917.86 Kg Dpwh Standard Output Per Hour (oph)= 90.45 Kg 917.86 Kg Structural Steel Purlins (horizontal Support For Lighting Fixtures) Direct Cost: A. Materials: 1.05 Kg A. Structural Steel Framing Including Cross 0.02 Kg B. Acetylene 0.00 0 C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 2.00 A. Welding Machine Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (7)b Metal Structure Accessories (sag Rods) Quantity 56.96 Kg Dpwh Standard Output Per Hour (oph)= 12.995 Kg 56.96 Kg Metal Structure Accessories (sag Rods) Direct Cost: A. Materials: 1.05 Kg A. Sag Rods With Nuts & Bolts B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (4) Metal Structure Accessories (cross Bracing) Quantity 58.63 Kg Dpwh Standard Output Per Hour (oph)= 12.995 Kg 58.63 Kg Metal Structure Accessories (cross Bracing) Direct Cost: A. Materials: 1.05 Kg A. Cross Bracing B. Consumables (3% Of The Material Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (3)c Metal Structure Accessories (turnbuckle) Quantity 16.00 Each Dpwh Standard Output Per Hour (oph)= 1.000 Each 16.00 Each Metal Structure Accessories (turnbuckle) Direct Cost: A. Materials: 1.05 Kg A. Cross Bracing B. Consumables (3% Of The Material Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1014.00 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Quantity 210.60 M2 Dpwh Standard Output Per Hour (oph)= 2.769 M2 210.60 M2 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Direct Cost: A. Materials: 1.00 M A. Prepainted Metal Sheets (rib Type, Long Span, 0.427mm Thk. 10.00 Pc B. Tek Screw B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(1) Fabricated Metal Roofing Accessory (flashings& Metal Fascia) Quantity 58.00 M Dpwh Standard Output Per Hour (oph)= 10.600 M 58.00 M Fabricated Metal Roofing Accessory (flashings& Metal Fascia) Direct Cost: A. Materials: 1.05 M A. Flashings (bended) 1.05 M B.metal Fascia 19.00 Pc C. Blind Rivets D. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)c Fabricated Metal Roofing Accessory (gutter) Quantity 26.00 M Dpwh Standard Output Per Hour (oph)= 11.800 M 26.00 M Fabricated Metal Roofing Accessory (gutter) Direct Cost: A. Materials: 1.05 M A. Gutter (0.4 Mm) 3.00 Pc B. 12" X 1" Plain Gi Strap 16.00 Pc C. Blind Rivets D. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)a1 Fabricated Metal Roofing Accessory (ridge Roll) Quantity 13.00 M Dpwh Standard Output Per Hour (oph)= 11.800 M 13.00 M Fabricated Metal Roofing Accessory (ridge Roll) Direct Cost: A. Materials: 1.05 M A. Prepainted Ridge Roll, Ga. 24 (0.701mmx2.44mm) 19.00 Pc B. Blind Rivets 0.00 0 C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1038(1) " Reflective Insulation" Quantity 208.00 M2 Dpwh Standard Output Per Hour (oph)= 5.560 M2 208.00 M2 " Reflective Insulation" Direct Cost: A. Materials: 1.00 M2 A. Reflective Insulation B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(1) 4.5mm Fiber Cement Board On Metal Frame Walling Quantity 450.90 M2 Dpwh Standard Output Per Hour (oph)= 1.243 M2 450.90 M2 4.5mm Fiber Cement Board On Metal Frame Walling Direct Cost: A. Materials: 0.37 Pc A. 4.5mm Fiber Cement Board 0.37 Pc B. Marine Plywood 1/4 14.00 Pc C. Rivets 4.00 Pc D. 1" Metal Screw B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(1)e2 Metal Spandrel On Metal Frame Walling Quantity 226.80 M2 Dpwh Standard Output Per Hour (oph)= 1.243 M2 226.80 M2 Metal Spandrel On Metal Frame Walling Direct Cost: A. Materials: 1.13 Pc "a.metal Tracks 5m Length " 0.36 Pc B. Metal Studs 5m 14.00 Pc C. Rivets 4.00 Pc D. 1" Metal Screw B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1009(1)a Jalousie (window Glass) Quantity 17.28 M2 Dpwh Standard Output Per Hour (oph)= 0.270 M2 17.28 M2 Jalousie (window Glass) Direct Cost: A. Materials: 1.00 M2 A.jalousie (window Glass, Inc. Jalousie Casing) B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1004(2) Finishing Hardware Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Finishing Hardware Direct Cost: A. Materials: 4.00 Set A.door Locks (schlage Or Equivalent) 12.00 Pc B. Hinge (50mmx101mm) B. Manpower: Number Of Hours Labor Cost For This Items Are To Be Considered/included In The Installations Of Doors, Windows & Other Fab. Materials Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1010 (4) Wooden Doors & Windows Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Wooden Doors & Windows Direct Cost: A. Materials: 1.00 Set A.door Jamb (d-1) (8 Sets) 1.00 Set B.window Jamb (w-1) C. Consumables (5% Of The Material Cost) B. Manpower: Number Of Hours 2.00 1.00 A. Construction Foreman 2.00 1.00 B. Skilled Laborer 2.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1010 (2)b Door (wooden Panel) Quantity 9.46 M2 Dpwh Standard Output Per Hour (oph)= 0.360 M2 9.46 M2 Door (wooden Panel) Direct Cost: A. Materials: 1.00 M2 A.wooden Panel Door B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1100(10) Conduit Works, Boxes And Fittings Quantity 1.00 I.s. Dpwh Standard Output Per Hour (oph)= 1.000 I.s. 1.00 I.s. Conduit Works, Boxes And Fittings Direct Cost: A. Materials: 1.00 Length A. 25 Mm Ø X 3.00 M Rsc Pipe 80.00 Length B. 15 Mm Ø X 3.00 Mm Pvc Pipes 10.00 Pcs C. 15mm Ø Pvc Coupling 30.00 Pcs D. 15mm Ø Pvc Elbow 25.00 Pcs E. Utility Box 30.00 Pcs F. Junction Box 1.00 Pcs G. 25mm Ø Entrance Cap 0.00 0 H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 47.39 1.00 A. Construction Foreman 47.39 1.00 B. Skilled Laborer 47.39 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1101(33) Wires And Wiring Devices Quantity 1.00 I.s. Dpwh Standard Output Per Hour (oph)= 1.000 I.s. 1.00 I.s. Wires And Wiring Devices Direct Cost: A. Materials: 220.00 M A.3.5 Mm2 Electric Wire Thhn 160.00 M B.5.5 Mm2 Electric Wire Thhn 25.00 M C. 8.00 Mm2 Electric Wire (thhn) 4.00 Set E. Two-gang Switch 16.00 Set G. Duplex Convenience Outlet H. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 28.05 1.00 A. Construction Foreman 28.05 1.00 B. Skilled Laborer 28.05 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1102(1) Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Quantity 1.00 Set Dpwh Standard Output Per Hour (oph)= 1.000 Set 1.00 Set Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Direct Cost: A. Materials: 1.00 Set A. Panel Board With Main Breaker And 8 Branches 50 Amp - 200 Amp 1.00 Pcs B. 60 Amp. Plug-in Breaker 2.00 Pcs B. 30 Amp. Plug-in Breaker 2.00 Pcs B. 20 Amp. Plug-in Breaker 2.00 Pcs B. 15 Amp. Plug-in Breaker 0.00 0 B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 5.50 1.00 A. Construction Foreman 5.50 1.00 B. Skilled Laborer 5.50 2.00 C. Unskilled Laborer Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1103(1) Lighting Fixtures Quantity 1.00 I.s. Dpwh Standard Output Per Hour (oph)= 1.000 I.s. 1.00 I.s. Lighting Fixtures Direct Cost: A. Materials: 19.00 Set A. 1-18 Watts Downlight/pinlight, Recessed Type 1.00 Units B. Emergency Lamp (twin Head) B. Manpower: Number Of Hours 29.00 1.00 A. Construction Foreman 29.00 1.00 B. Skilled Laborer 29.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)a Painting Works (masonry Painting) Quantity 226.80 M2 Dpwh Standard Output Per Hour (oph)= 2.100 M2 226.80 M2 Painting Works (masonry Painting) Direct Cost: A. Materials: 0.02 Gal A. Concrete Neutralizer 0.04 Gal B. Concrete Sealer/prime 0.05 Gal C. Patching Compound 0.08 Gal D. Semi Gloss Latex (two Coat Only) E. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)c Painting Works (metal Painting) Quantity 118.29 M2 Dpwh Standard Output Per Hour (oph)= 2.000 M2 118.29 M2 Painting Works (metal Painting) Direct Cost: A. Materials: 0.05 Gal A. Red Oxide Primer 0.10 Gal B. Enamel Paint 0.25 L C. Paint Thinner 0.00 0 D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: Description 1 Bakulingling Live Fish Transport 15 Units Specifications: L - 1.23m; W - 0.72m; H - 0.40m - Use 3/4" G.i. Pipe Sch. 40 - 1 1/2" G.i. Pipe Sch. 40 For Frame - 1 1/2" X 3/16 Flat Bar - Install Suitable Suspension System - Use G.i. Sheet For Weighing Scale Platform **see Attached Design For Reference** Inclusions: 3sm Maintenance Free Battery 12v Heavy Duty 15 Heavy Duty 200 Liters Plastic Drum 15 Fabricated Agitator Using 12v; 4.6w Input Power With 5mm Stainless Steel Rod; 15 10 Kilograms Analog Weighing Scale 15 Heavy Duty Plastic Crates (l:520mm; W:352mm; H:305mm) 15 Conditions: 1. Submit One (1) Sample Prior To Full Delivery 2. Deliver At The Office Of The Provincial Agriculture - Pampanga, Provincial Capitol Of Pampanga City Of San Fernando, Pamapnga

Details: Description Invitation To Bid The Iligan City Government Bids And Awards Committee (bac), Through Special Educational Fund Intend To Apply The Sum Of P 3,883,283.75 Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Construction Of School Covered Court At Kalubihon High School, Brgy. Dalipuga, Iligan City With Project No. Cb(b)-24-132 (ceo-infra). Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. The Iligan City Government Bids And Awards Committee Now Invites For The Supply And Delivery Of Items Below-stated: Particulars Construction Of School Covered Court At Kalubihon High School, Brgy. Dalipuga, Iligan City • General Requirements *including Processing Of Permits & Clearances *installation Of Project Billboard, 2 Sets; *occupational Safety & Health Program; • Removal & Demolition Works *demolition Of An Existing Concrete Walkway; • Earthworks *excavation For Foundation & Tie Beam; *backfilling & Compaction; *gravel Bedding For Foundation; Tie Beam & Slab On Grade • Concrete Works , Forms & Scaffoldings *concrete Pouring For Foundation ,column, Tie Beam & Slab On Grade • Electrical Works *installation Of Electrical Wirings & Connections W/ Complete Accessories & Fixtures; • Steel Reinforcements *using 10mmø, 16mmø, 20mmøx 6m Deformed Steel Bars W/ #16 G.i. Tie Wire, For Foundation, Columns Tie Beams, Slab On Grade, Lateral Ties & Stirrups; • Steel Works *fabrication & Installation Of Steel Rafter, Steel Girt & Steel Collar (50mm X 50mm X 6mm Thk. & 38mm X 38mm X 6mm Thk. Angle Bar); *installation Of 2" X 4" X 1.20mm Thk. C-purlins W/ 10mmø Dsb Sagrods & 16mmø Dsb Cross Brace W/ Tumbuckle ; *fabrication & Installation Of Steel Ridge Girt (50mm X 50mm X 6mm Thk. & 38mm X 38mm X 4.5mm Thk. Angle Bar); *all Steel Rafter,girt, Collar, Ridge Girt, Fascia Frame, C-purlins Must Be Coat Of Epoxy Primer; *fabrication & Installation Of Steel Fascia Frame (25mm X 25mm X 4.0mm Thk. Angle Bar & 25mm X 4.0mm Thk. Flat Bar); *installation Also Of Base Plate And Must Be Full Weld On Steel Rafter At The Top Of The Column W/16mmø Anchor Bolt W/nut & Washer To Be Full Weld On Vertical Bars Of Columns; Gusset Plate For All Steel Joints On Trusses (web Members); • Tinsmithry Works *installation Of 0.40mm Thk. Long-span Colored Roof Rib Type,0.4mm Thk. Pre-fab Colored Ridge Roll, 0.30m X 2.30m X 0.4mm Thk . Pre-fab Colored Gutter,0.40mm Thk. Pre-fab Fascia Cap, 0.40mm Thk. Flashing Gutter /w Complete Accessories; I. Permits & Clearances (q = 1.00 Lumpsum) Includes Fire, Brgy. Clearance For Construction Fee, Professional Fee, White Print (a-3)-6 Sets Of Plans. Ii. Construction Safety & Health Program (q = 1.00 L.s.) Iii. Project Billboard (q = 2.00 Set/s) Includes 4' X 8' Tarpaulin Print Billboard, 8' X 8' Tarpaulin Print Billboard, 2"x 2"x 14' Coco Lumber, 2" X 2" X 10' Coco Lumber, 2" X 2" X 8' Coco Lumber, Assorted Sizes C.w. Nails. Iv. Mobilization & Demobilization (q = 1.00 Lot) V. Removal & Demolition Works (q = 1.00 Lot) Includes Removal Of An Existing Concrete Walkway. Vi. Earthworks (q = 123.13 Cu.m) Includes Volume To Be Excavated, Volume To Be Backfilled, Gravel Bedding (1-1/2"ø). Vii. Concrete Works, Formworks And Scaffoldings (q = 54.70 Cu.m) Includes Portland Cement, Washed Sand, Washed Gravel, 4' X 8' X 1/4" Thk. Marine Plywood, 2" X 3" X 10' Coco Lumber, Assorted Sizes C.w Nails. Viii. Steel Reinforcem Ents (q = 5,748.33 Kg/s) Includes 10mm Dia. X 6m Dsb, 16mm Dia. X 6m Dsb, 20mm Dia. X 6m Dsb, #16 G.i Tie Wire. Ix. Tinsmith Ry (q = 368.33 Sq.m) Includes 0.4mm Thk. Ga. #24 Long Span Rib Type, Pre-fab Colored Ridge Roll, 0.4mm Thk. X 8', Pre-fab Colored Fascia Cover (0.4mm Thk. X 8'), Blind Rivets (1000pcs/box), Teksrew, Riveter, Aviation Metal Snip Scissor. X. Steel Works (q = 9,202.10 Kg/s) Includes 50mm X 50mm X 6m X 6mm Thk. Angle Bar- 128pcs, 38mm X 38mm X 6m X 6mm Thk. Angle Bar- 159pcs, 38mm X 38mm X 6m X 4.5mm Thk. Angle Bar- 9pcs, 25mm X 25mm X 6m X 4.0mm Thk. Angle Bar- 26pcs, 25mm X 6m X 4.0mm Thk. Flat Bar- 10pcs, 2" X 4" X 6m X 1.2mm Thk. C-purlins- 96pcs, 4' X 8' X 10mm Thk. Mild Steel Plate, 16mmø X 6mm Dsb Cross Brace- 24pcs, 16mmø Turnbuckle, Sagrods-10mmø X 6mm Dsb- 45pcs, M16ø Anchor-bolt (w/ 5% Wastage), Nut & Washer (w/ 5% Wastage), Welding Rod (6011), Epoxy Primer, 4" Paint Brush, 4" Ø Cutting Disc, 4" Ø Grinding Disc, Assorted Sand Paper. Xi. Paint Works & Finishes (q = 337.84 Sq.m.) Includes Skim Coat (a = 67.84 Sq.m), Neutralizer, Flat Latex Primer, Masonry Putty, Top Coat (1st & 2nd Coat), Acreex Floor Coating (a = 270.00 Sq.m), Acreex Reducer, Baby Roller #4 Mini, Tray Paint, Paint Brush (2"), Sand Paper. Xii. Electrical Works (q = 1.00 Lot) Includes Pvc Conduit Pipe, 3m X 1/2"inner Diameter; Pvc Conduit Pipe, 3m X 1"inner Diameter; Pvc Conduits Coupling (15mm Inner Ø); Pvc Conduit Elbow 90 Deg, (15mm Inner Ø); Pvc Conduit Elbow 90 Deg, (25mm Inner Ø); Pvc Male Adapter W/locknut (15mm Inner Ø); Pvc Corrugated Electrical Flexible Hose, 1/2" X 100meters/roll; Pvc Junction Box (octagon Shape) Depth Type W/cover & Screws 4" X 4" X 2"; Utility Box, 2" X 4" Pvc Depth Type W/cover; Tie Wire/g.i Wire, Gauge #16 (per Kilo); Electrical Tape; Pvc Clamp Clip For Pipes & Flexible Hose, 15mm, 100pcs/bag; Ufo Led High Bay 100w Smd Slim Type Black Daylight, 1100 Lm-12pcs; Electric Wires, Thhn Type. 3.50mm2 . Copper Wire: Electric Wires. Thhn Type. 14.0mm2 , Copper Wire: 2-gang Outlet, 3 Prong, Gfci, 240v; Panel Board Box, 2 Pole Bolt-on W/main Breaker, 6 Branches; Circuit Breaker, Bolt-on Screw Type Terminal, 15amp, 2 Poles/single Phase; Circuit Breaker, Bolt-on Screw Type Terminal, 20amp, 2 Poles/single Phase; Circuit Breaker, Bolt-on Screw Type Terminal, 60amp, 2 Poles/single Phase; Service Entrance Cap "/electrical Weather Cap/ Service Head/ Weatherproof Cap; Secondary Rack Heavy Duty, 2-pole W/spool Insulator & Screws; Cable Tiles (nylon), Size 150mm/100pcs Per Pack; Ground Rpd 5/8 X 4.75feet 5ft Copper Plated With Ground Clamp. Approved Budget For The Contract (abc): P 3,883,283.75 Required Bid Security: 2% Of The Abc If Cash, Manager’s Check; Bank Draft/guarantee, Irrevocable Letter Of Credit Confirmed Or Authenticated By A Universal Or Commercial Bank; And 5% Of The Abc If Surety Bond Callable Upon Demand Issued By A Surety Or Insurance Company Duly Certified By The Insurance Commission As Authorized To Issue Such Security Delivery Period Is Within One Hundred Forty-five (145) Calendar Days From Receipt Of Notice To Proceed. Bidders Should Have Completed, Within Five (5) Years From The Date Of Submission And Receipt Of Bids, A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii. Instruction To Bidders. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The Implementing Rules And Regulations (irr) Of Republic Act (ra) 9184, Otherwise Known As The “government Procurement Reform Act”. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Partnerships, Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra 5183 And Subject To Commonwealth Act 138. Interested Bidders May Obtain Further Information From Iligan City Government And Inspect The Bidding Documents During Office Hours From 8:00 A.m. – 12:00 P.m. And 1:00 P.m. – 5:00 P.m. At The Office Of The Bids And Awards Committee, Room 205, Left Wing, 2nd Floor, Sp Bldg., Buhanginan Hills, Palao, Iligan City. The Complete Schedule Of Activities Is Listed, As Follows: Activities Schedule 1.issuance Of Bid Documents: November 12 – December 3, 2024 – 8:00 A.m. At Room 205, Left Wing, 2nd Floor, Sp Bldg., Buhanginan Hills, Palao, Iligan City. 2.pre-bid Conference: November 19, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 3.submission Of Bids: December 3, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 4.opening Of Bids: December 3, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City A Complete Set Of Bidding Documents Will Be Available To Prospective Bidders Upon Payment Of A Non-refundable Amount Of P 5,000.00 To The Iligan City Government Cashier, At The Bac Office, 2nd Floor, City Hall Main Building, Buhanginan Hills, Pala-o, Iligan City. The Iligan City Government Reserves The Right To Accept Or Reject Any Bid, To Annul The Bidding Process, And To Reject All Bids At Any Time Prior To Contract Award, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. Furthermore, The City Government Of Iligan Assumes No Responsibility Whatsoever To Compensate Or Indemnify Bidders For Any Expense Or Loss Incurred In The Preparation And Submission Of The Eligibility Statements And Bids. Approved By: (signed)darwin J. Manubag, Phd. Bac Chairman Date Of Advertisement/posting: November 12, 2024 Place Of Posting/advertisement: City Hall/ibjt Bulletin Boards, Iligan Official Website, Phil-geps Itb No. 24-132(ceo-infra)

Details: Description Republic Of The Philippines Province Of Leyte Municipality Of Palo Barangay Arado Invitation To Bid For The Improvement Of Barangay Hall At Brgy. Arado, Palo, Leyte Purchase Request No. 2024-11-01 1. The Barangay Of Arado, Palo, Leyte Through The Development Fund Approved By The Sangguniang Barangay Intends To Apply The Sum Of Eight Hundred Ninety Two Thousand Eight Hundred Sixty Pesos & 94/100 (p 892,860.94) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Improvement Of Barangay Hall At Brgy. Arado, Palo, Leyte With Pr No. 2024-11-01. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Barangay Of Arado, Palo, Leyte Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required Within Thirty Five (35) Calendar Days. Bidders Should Have Completed A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). Description Of Works Item No. Scope Of Work Quantity Unit Name Of Project: Improvement Of Barangay Hall Contract Location: Brgy. Arado, Palo, Leyte No. Of Days To Complete: 35 Calendar Days A. Repair Of Session Hall Ceiling, Repainting And Replacement Of I. Removal Of Existing Structures 1.00 Lot Ii. Ceiling & Carpentry Works 44.69 Sq. M. Iii. Tiles Works 12.00 Sq. M. Iv. Painting Works 380.70 Sq. M. V. Electrical Works 22.00 Outlets B. Fabrication Of Roof On Waiting Area I. Roofing Works 65.20 Sq. M. Ii. Concrete Works 1.20 Cu. M C. Concrete Flooring Of Waiting Area I. Removal Of Existing Pccp 61.80 Sq. M. Ii. Base Preparation 61.80 Sq. M. Iii. Concrete Works 6.20 Cu. M. 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. 4. Interested Bidders May Obtain Further Information From Brgy. Arado, Palo, Leyte And Inspect The Bidding Documents At The Address Given Below From 8:00 Am To 5:00 Pm On Official Working Days. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On Tuesday, November 19, 2024 From Given Address And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of One Thousand Pesos (p 1,000.00).the Procuring Entity Shall Allow The Bidder Or His/her Authorized Representative To Present His/her Proof Of Payment For The Fees In Person. 6. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Barangay Hall, Brgy. Arado, Palo, Leyte On Or Before Tuesday, December 3, 2024 At 10:00 In The Morning. Late Bids Shall Not Be Accepted. 7. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 8. Bid Opening Shall Be On Tuesday, December 3, 2024 At 10:00 In The Morning At The Given Address Below Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 9. The Barangay Of Arado, Palo, Leyte Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 10. For Further Information, Please Refer To: Laira A. Millar Chairperson, Bids And Awards Committee Brgy. Arado, Palo, Leyte Sbarado@gmail.com November 19, 2024 (sgd) Hon. Laira A. Millar Bac Chairperson

Details: Description Invitation To Bid 1. The Department Of Environment And Natural Resources – Penro Davao Oriental, Through The National Expenditure Program (nep) Fy 2025 Intends To Conduct Of Early Procurement Short Of Award Per Dbm Memorandum Circular No. 2019-1 And Apply The Sum Of Four Million Three Hundred Seven Thousand Eight Hundred Twenty-three Pesos (php 4,307,823.00) Being The Abc To Payments Under The Contract For The Installation Of Twenty-seven (27) Sets Boundary Markers (buoys) For Management Zone Delineation Of Pujada Bay Protected Landscape And Seascape (pbpls). Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Department Of Environment And Natural Resources – Penro Davao Oriental Through Its Bids And Awards Committee (bac), Invites Supplier/contractor/service Providers To Apply For Eligibility And To Bid For The Hereunder Items: Name Of The Project: Installation Of Twenty-seven (27) Sets Boundary Markers (buoys) For Management Zone Delineation Of Pujada Bay Protected Landscape And Seascape (pbpls) Location : Pbpls, City Of Mati, Davao Oriental Description: 1 Lot 27 Sets Boundary Markers (buoys) For Marine Protected Areas With 4 Tons Of Concrete Sinker And Complete Accessories. It Includes The Fabrication Of Sinkers, Installation/assembling Of The Integral Parts Needed And Connecting Accessories, Sounding, Relocation Of Points/corners, Hauling And Deployment Of Assembled Buoys With Sinkers To The Exact Relocated Corners Based On The Technical Description Of The Approved Management Zone Of The Protected Area Pursuant To Ra 11038. Factory-made 1-meter Diameter Stainless Steel Or Polyethylene Buoy; Connected 5/8" Diameter Stainless Steel Center Cable With 60-feet Length And 5/8" Diameter Stainless Swivel/thimble Counterweight & Free The Buoy To Rotate With The Current. The 5/8" Diameter Stainless Swivel Is Connected To The 24-mm Diameter Polypropylene Rope Stay Line And Also Connected/attached To A 5/8" Diameter Fabricated Stainless Steel Dowel Or Tire Rim Reinforced To The 4-ton Concrete Sinker (in Conformance To The Technical Bulletin No. 2019-01) Contract Duration: 120 Calendar Days Calendar Days To Complete: 90 Calendar Days Bidding Activities: 1. Issuance Of Bidding Documents: November 14, 2024 – December 04, 2024 @ 8:00 A.m. 2. Pre-bid Conference: November 22, 2024 (10:00 A.m.) Penro Conference Room, Government Center, Dahican, City Of Mati, Davao Oriental And/or Through Video Conferencing Or Webcasting Via Google Meet 3. Closing Of Bids: December 04, 2024 @ 9:00 A.m. 4. Opening Of Bids: December 04, 2024 @ 9:30 A.m. 5. Bid Evaluation: December 04, 2024 – After The Opening Of Bid 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. A. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Partnerships, Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra No. 5183. 4. Prospective Bidders May Obtain Further Information From Department Of Environment And Natural Resources – Penro Davao Oriental Through Its Bids And Awards Committee (bac) Secretariat And Inspect The Bidding Documents At The Address Given Below During Office Hours From 8:00 A.m. To 5:00 P.m. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On November 14, 2024 – December 04, 2024 At 8:00 A.m. From The Given Address Below And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Five Thousand Pesos Only (php5,000.00). It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps), Provided That Bidders Shall Pay The Applicable Fee For The Bidding Documents Not Later Than The Submission Of Their Bids. 6. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address Indicated Below On Or Before December 04, 2024 At 9:00 A.m. Late Bids Shall Not Be Accepted. 7. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 14. 8. Bid Opening Shall Be On December 04, 2024 At 9:30 A.m At Penro Mati Conference Room, Government Center, Dahican, City Of Mati, Davao Oriental. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 9. The Department Of Environment And Natural Resources – Penro Davao Oriental Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Section 41 Of Ra 9184 And Its Irr, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. For Further Information, Please Refer To: (sgd) Giovanni B. Naive Bac-secretariat/ Forester Iii Denr-cenro Mati Mati City, Davao Oriental 8200 Tel No. (087) 3883275 (sgd) Lucille A. Balucanag Bac Chairman/chief, Mgt. Services Division Denr-penro Davao Oriental Government Center, Dahican, Mati City Davao Oriental 8200 Email: Penrodavaooriental@denr.gov.ph Publication: November 14, 2024

Details: This Request For Proposal Identifies A Business Opportunity For The Successful Proponent To Provide Civil Engineering Professional Services Pertaining To The 92431 – Island Class Terminal Electrification Project. Pre-bid Meeting (optional): Microsoft Teams, November 25, 2024 At 10:00 Am – 11:30 Am The Major Components Of Project #92431 Are As Follows: 1. Bc Hydro Electrical Grid Upgrades To Extend The Dedicated 25kv Primary Service Capabilities To Each Project Site. 2. Under-ground Concrete-encased Cables Carrying The 25kv Service From The Bc Hydro Point Of Service (off-terminal Overhead Pole) Via A Revenue Metering Kiosk To A Pre-fabricated Modular Walk-in Electrical Enclosure (e-house). The E-house Houses Switchgear And Stepdown Transformers To Transform And Distribute The 25kv Service To Lower Utilization Voltages Of 690v, 600v, 480v, And 208v. 3. Under-ground Concrete Ducts And/or Above-ground Cable Trays Will Carry The 690v/600v To The Rapid Charging Towers Located At The Wingwalls. The Charging Towers Will Be Installed On Monopiles Or Floating Pontoons. 4. Obtaining All Permits Needed To Install The Civil, Electrical And Marine Works Within Bc Ferries’ Lands.