Fabrication Tenders

Description: Fabrication/installation Of Venturi And Flue Tube (164 Units), Various Barangays , Construction Projects ,municipality Of Sta. Cruz, Ilocos Sur

Description: France – School-meal Services – Accord Cadre - Fourniture De Prestations De Restauration Pour Les Besoins De La Base Régionale De Loisirs De Léry-poses. Fabrication En Liaison Froide Ou Chaude Et Livraison De Petits-déjeuners, Déjeuners, Goûters Et Dîners Pour Le Service De Restauration Collective " L'ondine " Du Centre Sportif.

Description: New Fabrication Of 02 Nos. Of Cages For Madhaipur Colliery.

Details: Description Invitation To Apply For Eligibility To Bid The Local Government Unit Of Matag-ob, Through Its Bids And Awards Committee (bac), Invites Suppliers /manufacturers/distributors/ Contractors To Apply For Eligibility And To Bid For The Hereunder Projects. Name Of Projects : Improvement/expansion Of Public Market Phase Iii Location : Brgy. Talisay, Matag-ob, Leyte Appropriation : Php 2,500,000.00 Source Of Fund : 20% Ldf (2024 Aip) Description Quantity Unit General Requirements Project Billboard/signboard 1.00 Each Occupational Safety And Health 1.00 L. S. Mobilization/demobilization 1.00 L. S. Earthworks Removal Of Structures And Obstruction 1.00 L. S. Structure Excavation (common Soil) 26.16 Cu. M. Embankment From Structure Excavation 0.61 Cu. M. Embankment From Borrow 8.90 Cu. M. Gravel Bedding 5.01 Cu. M. Reinforced Concrete Works Structural Concrete (27.58 Mpa @28 Days) 30.42 Cu. M. Lean Concrete 0.29 Cu. M. Reinforcing Steel (deformed), Grade 40 2,838.59 Kg Formworks And Falseworks 1.00 L. S. Finishing And Other Civil Works Plumbing Works 1.00 L. S. Plumbing Fixtures 1.00 L. S. Fabricated Metal Roofing Accessory, Gutter 54.80 L. M. Unglazed Tiles 12.44 Sq. M. Painting Works (wood/ceiling) 265.40 Sq. M. Painting Works (metal) 389.84 Sq. M. Structural Steel Trusses 4,569.82 Kg Structural Steel Purlins 859.38 Kg Metal Structure Accessories 1.00 L. S. Pre Painted Metal Sheets (tile Span, Above 405.52 Sq. M. 0.427mm, Long Span) Chb Non Load Bearing (including Reinforcing Steel) 55.59 Sq. M. Prospective Bidders Should Have Experience In Undertaking A Similar Profit Within The (the Last Two Years) With An Amount Of At Least 50% Of The Proposed Profit For Bidding. The Eligibility Check/screening As Well As The Preliminary Examination Of Bids Shall Use Nondiscretionary (pass/fail) Criteria. All Particulars Relative To Eligibility Statement And Screening, Bid Security, Performance Security, Pre-bidding Conferences, Evaluation Of Bids, Post Qualification And Award Of Contract Shall Govern By The Pertinent Provision Of R. A.9184 And Its Implement Rules & Regulation (irr). The Complete Schedule Of Activities Is Listed, As Follows: Activities Schedule 1. Issuance Of Bid Documents February 18-march 10, 2025 2. Pre –bid Conference February 26, 2025/ 1:00pm 3. Opening Of Bids Documents March 11, 2025/ 9:00 Am 4. Bids Evaluation March 11, 2025/ 9:00 Am Bid Documents Will Be Available Only To Prospective Bidders Upon Payments Of A Non-refundable Amount Of (please Refer To Bac Secretariat) To The Local Government Unit Treasurer. The Local Government Unit Of Matag-ob, Assumes No Responsibility Whatsoever To Compensate Or Indemnify Bidders For Any Expenses Incurred In The Preparation Of The Bid. Approved By: Ofelia M. Senecio Bac Chairwoman

Renovation of the 'groups' of the Seyssel Hydroelectric Power Station Market for study, manufacturing, dismantling, assembly, civil engineering and commissioning of the hydroelectric group

Details: Description Improvement Of Barangay Facilities (multi-purpose Hall, Covered Court, Etc) Fabricate Of Cubicle Office For Barangay Staff Paintings

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 15.00 A. Backhoe (0.80 Mᶾ) 1.00 15.00 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) 800(1) Clearing And Grubbing Quantity 720.00 M² Dpwh Standard Output Per Hour (oph)= 500.00 M² 720.00 M² Clearing And Grubbing Direct Cost: A. Materials: 0.00 0 0 B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B.unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 2.00 A. Dumptruck (12 Ydᶾ) 1.00 1.00 B.payloader (1.50 Mᶾ) 1.00 1.00 C.bulldozer (155 Hp), D65a-8 "note: Assumed Hauling Distance Is 3 Km. If Actual Hauling Distance Is Shorter Or Longer Than 3 Km, The Time Of Dump Truck Will Be Adjusted Accordingly Based On The Hauling Cycle Analysis. Based On Assumed 150 Mm Cut All Throughout. A Corresponding Adjustment In The Output Shall Be Computed Based On The Actual Field Requirements ." Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil) Quantity 14.68 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 14.68 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 14.68 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 14.68 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(1) Embankment Quantity 72.00 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 72.00 M3 Embankment Direct Cost: A. Material: 1.25 Cu.m Embankment Materials (with 25% 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 0.75 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 44.79 M3 Dpwh Standard Output Per Hour (oph)= 1.20 M3 44.79 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 8.00 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)" Quantity 4.64 M3 Dpwh Standard Output Per Hour (oph)= 0.36 M3 4.64 M3 " Structural Concrete (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 4.00 B. Skilled Laborer 1.00 8.00 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 (wall Footing)" Quantity 4.32 M3 Dpwh Standard Output Per Hour (oph)= 0.36 M3 4.32 M3 " Structural Concrete (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 4.00 B. Skilled Laborer 1.00 8.00 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 5.39 M3 Dpwh Standard Output Per Hour (oph)= 0.36 M3 5.39 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 4.00 B. Skilled Laborer 1.00 8.00 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)c6 " Structural Concrete (ground Floor Slab)" Quantity 1.08 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 1.08 M3 " Structural Concrete (ground Floor Slab)" 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 1.00 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) 900(1)c7 " Structural Concrete (concrete Bench)" Quantity 7.50 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 7.50 M3 " Structural Concrete (concrete Bench)" 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 1.00 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 1,742.08 Kg Dpwh Standard Output Per Hour (oph)= 143.44 Kg 1742.08 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) 1046.00 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Quantity 103.20 M2 Dpwh Standard Output Per Hour (oph)= 3.83 M2 103.20 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) 13.00 Pc B.150mm Thk. Chb(non Load Bearing) 0.53 Bag C. Cement 0.04 Cu.m D.sand 3.24 Kg E. Reinforcing Steel 0.05 Kg F. #16 Tie Wire B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 8.00 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) 1027(1) Cement Plaster Finish Quantity 206.40 M2 Dpwh Standard Output Per Hour (oph)= 7.13 M2 206.40 M2 Cement Plaster Finish Direct Cost: A. Materials: 0.33 Bag A. Cement 0.03 Cu.m B. Sand 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 Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)b Metal Structure( 2 Seater Seesaw With Double Swing Set,2 Sets Playground Climber) Quantity 1,131.30 Kgs Dpwh Standard Output Per Hour (oph)= 85.00 Kg 1131.30 Kg Metal Structure( 2 Seater Seesaw With Double Swing Set,2 Sets Playground Climber) Direct Cost: A. Materials: 1.00 Kg A.structural Steel 0.01 Kg M. Acetylene 0.02 Kg N. Oxygen 0.02 Kg O. Welding Rod P. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer - Erection 0.49 3.00 Skilled Labore 0.49 3.00 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(20-25meters) Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (3)b Metal Structure (stair) Quantity 552.12 Kg Dpwh Standard Output Per Hour (oph)= 85.00 Kg 552.12 Kg Metal Structure (stair) Direct Cost: A. Materials: 1.00 Length/s A. Structural Steel 0.01 Tank H. Acetylene 0.02 Tank I. Oxygen 0.02 Box J. Welding Rod K. 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 2.00 C. Unskilled Laborer Erection 0.49 3.00 A. Skilled Labore 0.49 3.00 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(20-25meters) Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047(3)a Metal Structure Accessories Quantity 198.00 Each Dpwh Standard Output Per Hour (oph)= 85.00 Kg 198.00 Kg Metal Structure Accessories Direct Cost: A. Materials: 1.00 M A. Anchor Bolt (0.95kg Per 1 Pc - 600mm Anchor Bolt) 1.00 Pc B. Anchor Bolt (0.47kg Per 1 Pc - 300mm Anchor Bolt) 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 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) 1014.00 Prepainted Metal Sheets (hi Rib Roofing, Long Span, 0.427 Mm Thk.) Quantity 9.90 M2 Dpwh Standard Output Per Hour (oph)= 2.769 M2 9.90 M2 Prepainted Metal Sheets (hi Rib Roofing, 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(2)a1 Fabricated Metal Roofing Accessory Quantity 8.00 M Dpwh Standard Output Per Hour (oph)= 11.800 M 8.00 M Fabricated Metal Roofing Accessory Direct Cost: A. Materials: 1.05 M A. Gi Plain Sheets, Ga. 18x12' (0.701mmx2.44mm) 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 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 9.60 M2 Dpwh Standard Output Per Hour (oph)= 5.560 M2 9.60 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 9.60 M2 Dpwh Standard Output Per Hour (oph)= 1.243 M2 9.60 M2 4.5mm Fiber Cement Board On Metal Frame Walling Direct Cost: A. Materials: 1.05 Sq.m A. 4.5mm Fiber Cement Board 1.13 Pc B. Metal Furring 0.36 Pc C. Carrying Channel 1.00 Pc D. Hanger Bars/rods 6.00 Pc E. Channel Clip 0.24 Pc F. Wall Angle 14.00 Pc G. Rivets 4.00 Pc G. 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) 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: 10.00 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)b Painting Works (wood Painting) Quantity 210.80 M2 Dpwh Standard Output Per Hour (oph)= 1.890 M2 210.80 M2 Painting Works (wood Painting) Direct Cost: A. Materials: 0.05 Gal A. Glazzing Putty 0.04 Gal B. Flat Wall Enamel 0.04 Gal C. Enamel Quick Dry 0.25 I D. Paint Thinner 0.01 Pint E. Tinting Color (optional) F. 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) 1032(1)c Painting Works (metal Painting) Quantity 92.44 M2 Dpwh Standard Output Per Hour (oph)= 2.000 M2 92.44 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 5.00 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(17) Carpentry & Joinery ( Wooden Balluster) Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Carpentry & Joinery ( Wooden Balluster) Direct Cost: A. Materials: 227.50 Bd.ft A. Good Lumber(210 Pcs 6.5"x1/2"x4ft) 20.00 Kg B. Assorted Cwnails D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 25.00 1.00 A. Construction Foreman 25.00 2.00 B. Skilled Laborer 25.00 6.00 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(18) Carpentry & Joinery ( Roof Framing) Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Carpentry & Joinery ( Roof Framing) Direct Cost: A. Materials: 172.00 Bd.ft A. Good Lumber (43 Pcs 2"x4"x6ft) 68.00 Bd.ft B. Good Lumber (34 Pcs 2'x2"x6ft) 12.00 Kg B. Assorted Cwnails 0.00 0 D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 25.00 1.00 A. Construction Foreman 25.00 2.00 B. Skilled Laborer 25.00 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) 1003(19) Carpentry & Joinery (wood Column) Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Carpentry & Joinery (wood Column) Direct Cost: A. Materials: 907.20 Bd.ft A. Good Lumber (21 Pcs 6"x6"x12ft) D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 25.00 1.00 A. Construction Foreman 25.00 2.00 B. Skilled Laborer 25.00 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) 1003(20) Carpentry & Joinery (beam) Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Carpentry & Joinery (beam) Direct Cost: A. Materials: 96.00 Bd.ft A. Good Lumber (10 Pcs 4"x4"x6ft) B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 25.00 1.00 A. Construction Foreman 25.00 3.00 B. Skilled Laborer 25.00 5.00 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(21) Carpentry & Joinery (wood Slab ) Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Carpentry & Joinery (wood Slab ) Direct Cost: A. Materials: 142.50 Bd.ft A. Good Lumber (25 Pcs 1"x9.5"x6ft) 15.00 Kg B.assorted Cwnails D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 25.00 1.00 A. Construction Foreman 25.00 3.00 B. Skilled Laborer 25.00 5.00 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) 1000(2) Wood Preservative Quantity 20.00 L Dpwh Standard Output Per Hour (oph)= 3.000 L 20.00 L Wood Preservative Direct Cost: A. Materials: 1.00 L A. Termite Control (solignum) 0.00 0 D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 20.00 1.00 A. Construction Foreman 20.00 2.00 B. Skilled Laborer 20.00 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) 1027(3) Concrete Pavers Quantity 49.50 M2 Dpwh Standard Output Per Hour (oph)= 0.500 M2 49.50 M2 Concrete Pavers Direct Cost: A. Materials: 0.33 Bag A. Portland Cement 0.03 Cu.m B. Sand 1.00 Sq.m C. Decorative Stone D. 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 5.00 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) A.1 Playground Wall Climbing Quantity 1.00 Lot Dpwh Standard Output Per Hour (oph)= 1.000 Lot 1.00 Lot Playground Wall Climbing Direct Cost: A. Materials: 1.00 Lot A. Plastic Climbing Grip With Expansion Bolt , Safety Belt& Harness ,steel Pulley Wire Rope Ring Rail Wheel Traction Pulley Lifting Bearing Pulley, Climbing Rope(100 Meters) B. Manpower: Number Of Hours 56.00 1.00 A. Construction Foreman 56.00 3.00 B. Skilled Laborer 56.00 5.00 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) A.2 Playground Amenities Quantity 1.00 Lot Dpwh Standard Output Per Hour (oph)= 1.000 Lot 1.00 Lot Playground Amenities Direct Cost: A. Materials: 10.00 Meter/s A. Cable Wire Rope 10.60 Meter/s B. Abaca Rope 25.20 Meter/s B. Chain D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 40.00 1.00 A. Construction Foreman 40.00 3.00 B. Skilled Laborer 40.00 5.00 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) A.3 Perimeter Fence Quantity 1.00 Lot Dpwh Standard Output Per Hour (oph)= 1.000 Lot 1.00 Lot Perimeter Fence Direct Cost: A. Materials: 30.00 Rolls A. Interlink Wire(4") 4feet D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 40.00 1.00 A. Construction Foreman 40.00 3.00 B. Skilled Laborer 40.00 5.00 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: The Work For The Cathodic Protection (cp) To The Quay Wall At 4 Berth Includes The Fabrication, Installation, Testing And Commissioning Of A Galvanic (sacrificial) Aluminium Anode System To The Seaward Face Steel Sheet-pile Wall. The Work Also Requires The Removal And Disposal Of The Existing Cathodic Protection System, Comprising Brackets And Anodes, Which Are Now Coming To The End Of Their Effective Life. The Existing Brackets May Be Retained If The Contractor Opts To Use Them For The New Cp System. The 4 Berth Main Quay Wall Consists Of A Frodingham 4n Steel Sheet-pile Wall Completed In 1985. The Piles Were Coated Retrospectively From Underside Of Concrete Cope Level. The Existing Cp System For 4 Berth Was Retrospectively Installed In 2005. It Should Be Noted That An Impressed-current Cp System As An Alternative Will Not Be Acceptable And Will Not Be Considered By The Employer. Note This Is A Draft And Is Subject To Change. The Purchaser Reserves The Right To Only Invite The Top 5 Scoring Suppliers Who Reach Or Exceed The Pre-qualification Requirement To Be Invited To Tender. The Contract Start And End Dates Are To Be Confirmed.

Details: Description Construction Projects- Construction Of Public Toilet Brgy. Mabua, Tandag City -1.00 Each Project Billboard/signboard -1.00 I.s. Occupational Safety And Health Program -31.58 M² Embankment From Structure Excavation -12.40 M² Gravel Fill -7.64 M² Structural Concrete (3000 Psi, Class A, 28 Days) -2,909.53 Kg Reinforcing Steel (deformed) Grade 40 -63.20 M² Formwork And Falseworks -88.00 M² Reflective Insulation -85.94 M² Ceiling (4.5mm Metal Frame, Fiber Cement Board) -4.26 M² Aluminum Glass Window (awning Type) -6.93 M² Wooden Panel Door -1.00 L.s. Modular Partition -1.00 I.s. Finishing Hardware -8.00 M² Prepainted Metal Sheets (corrugated,long Span, Above 0.427mm Thk) -38.18 L.m. Fabrication Metal Roofing Accessory (gauge 24, Gutters) -74.21 M² Glazed Tiles And Trims -54.00 M² Unglazed Tiles -422.60 M2 Cement Plaster Finish -461.91 M² Painting Works (masonry/concrete) -10.91 M² Painting Works (wood) -66.63 M² Painting Works (steel) -144.98 M² 100mm Chb Non Load Bearing (including Reinforcing Steel) -29.36 M2 150mm Chb Load Bearing (including Reinforcing Steel) -1.00 L.s. Structural Steel -615.00 Kg Structural Steel Purlins -12.00 Ea Metal Structure Accessories (tumbuckle) -22.20 Kg Metal Structure Accessories (sagrods) -26.65 Kg Metal Structure Accessories (cross Bracing) -1.00 L.s. Railing -1.00 L.s. Conduits, Boxes And Fittings (conduit Works/conduit Rough-in) -1.00 L.s. Lighting Fixtures And Lamps -1.00 L.s. Wire And Wiring Devices -5.00 Set Exchaust Fan -1.00 L.s. Sewer Line Works -1.00 L.s. Storm Drainage And Downspout -1.00 L.s. Septic Vault (concrete) -1.00 L.s. Cold Water Lines -1.00 L.s. Set Water Tank

Description: M.s Scrap Comprising Of Fabricated Structures, Coach Cut Parts, Racks, Stands, Frames, Pipes, Rail, Battery Boxes, Bar, Tank, Head Stock, Panel Board, Pallets, Doors, Fixer, Machinery Parts And Similar Other Items Of Sort And Size With Or Without Minor Non Ferrous Attachment If Any. Cutting Is Allowed. [ Behind Godown-4]