Fabrication Tenders

Details: Description Request For Expression Of Interest For Carp Survey Project Subdivision Of Newlands Fy 2025 Itb No. 11212024224 1. The Department Of Agrarian Reform, Provincial Office, San Fermin, Cauayan City Through The General Appropriations Act Of 2024 Intends To Apply The Sum Of Three Million Two Hindred Eighteen Thousand Six Hundred Thirty Two & 50/100 2. (₱ 3,218,632.50) Being The Approved Budget For The Contract (a B C) To Payment Under The Contract For 643.7265 Hectares Of Land Survey Services. Bids Received In Excess Of The (a B C) Shall Be Automatically Rejected At The Opening Of The Financial Proposals. 3. The Department Of Agrarian Reform, Provincial Office, San Fermin, Cauayan City, Now Calls For The Submission Of Eligibility Documents For Registered Licensed Geodetic Engineers And Partnership Or Corporations Authorized To Engaged In The Business Of Land Surveying And Mapping To Apply To Bid For The Hereunder Projects. Project No. Location (province Of Isabela) Area (has.) Project Duration (cal. Days) Approved Budget For The Contract (p) Nl2025-01 Angadanan 261.3034 120 1,306,517.00 Nl2025-02 Delfin Albano, Cordon, Jones 114.4551 120 572,275.50 Nl2025-03 Cauayan, Mallig, Quezon & Quirino 129.6283 120 648,141.50 Nl2025-04 Burgos, Tumauini, Benito Soliven & San Agustin 133.3397 120 691,698.50 Total 643.7265 3,218,632.50 2.1 The Work Shall Include The Furnishing Of All Labor, Materials Supplies And All Instrument/equipment For The Following: 2.1.1 Execution Of The Boundary And/or Subdivision And/or Relocation And Land Use On Lands Within Dar Coverage. 2.1.2 Preparation And Fabrication Of Standard Ar Cylindrical Concrete Monuments 15”x40” Cm To Be Imbedded On All Corners Of The Resulting Lots. 2.1.3 Preparation And Submission To Darpo Of Land Use Maps And Its Lot Data Computations Both And Soft Copy; 2.1.4 Preparation And Submission Of Complete And Accepted Survey Returns For Verification And Approval By The Denr-lms Both Hard And Soft Copy And Uploading Its Dlsd File In The Denr-lms Kiosk; 2.1.5 Submission To The Department Of Agrarian Reform Provincial Office, San Fermin, Cauayan City, Ten (10) Certified Blue Print Of Approved Subdivision Plan And Narrative Technical Description / Lot Description Sheets, Certified True Copy Of Survey Profile. 2.1.6 Submission To Darpo Soft Copy Of Dlsd File (geo Max, Nmax And Ge Survey Software Programs) Of Plans, Lot Description, Narrative Technical Descriptions And Lot Data Computation In Cd Or Usb. 1. Eligibility Documents Of Interested Consultants Must Duly Receive By The Bac Secretariat On Or Before December 13, 2024 At 5:00 Pm At Dar Provincial Office, San Fermin, Cauayan City, Isabela. Application For Eligibility Will Be Evaluated Based On A Non-discretionary “pass/fail” Criterion. 2. Interested Bidders/consultants May Obtain Further Information And Specifications And Eligibility Screening Forms From The Bac Secretariat, Department Of Agrarian Reform Provincial Office, San Fermin, Cauayan City, Monday To Friday From 8:00 O’clock A.m. To 5:00 O’clock P.m. 3. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On December 6, 2024 From The 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 P5,000.00. It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps) And The Website Of The Procuring Entity, Provided That Bidders Shall Pay The Applicable Fee For The Bidding Documents Not Later Than The Submission Of Their Bids. 4. The Bac Shall Draw Up The Short List Of Consultants From Those Who Have Submitted Expression Of Interest, Including The Eligibility Documents, And Have Been Determined As Eligible In Accordance With The Provisions Of Republic Act 9184 (ra 9184), Otherwise Known As The “government Procurement Reform Act”, And Its Implementing Rules And Regulations (irr). The Short List Shall Consist Of Three (3) Prospective Bidders Who Will Be Entitled To Submit Bids. The Criteria And Rating System For Short Listing Are: A. Qualification Of A Project Chief Must Be A Licensed Geodetic Engineer As Per R.a 8560, As Amended; B. Must Be A Carp Accredited Surveyor; C. Must Be Philgeps Registered; D. Has No Survey Projects Terminated Due To His/her Fault Or Negligence, Survey Or Mapping Project Officially Declared Pending Or Undergoing Corrections Beyond The Original Time Required; The Set Of Criteria And Rating System For Short Listing Of Prospective Bidder Shall Consider The Following; A. Applicable Experience Of The Geodetic Engineer/contractor And Members In Case Of Joint Venture Agreement, Considering Both The Overall Experience Of The Firm, The Overall Experience Of The Principal And Key Staff, Including The Time Of Employ By Other Consultant (50%); B. Qualification Of The Personnel Who May Be Employed In The Job Viz-a –viz Extent And Complexity Of The Undertaking (30%); C. Current Workload Relative To The Job (20%) 5. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The Irr Of Ra 9184. 6. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Cooperatives, And Partnerships Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines. 7. The Procuring Entity Shall Evaluate Bids Using The Quality-cost Based Evaluation (qcbe) Procedure. The Weights Allocated For The Technical And Financial Proposals Are 70% And 30% Respectively. The Procuring Entity Shall Indicate The Weights To Be Allocated For The Technical And Financial Proposals. The Criteria And Rating System For The Evaluation Of Bids Shall Be Provided In The Instructions To Bidders. 8. The Contract Shall Be Completed Within Ninety (90) Calendar Days Upon Receipt Of The Notice To Proceed Issued By The Head Of The Procuring Agency. 9. The Department Of Agrarian Reform 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. 10. For Further Information, Please Refer To: Ms. Zenaida Martin Dar Provincial Office- Sto Division San Fermin, Cauayan City, Isabela Email: Darisabela.bac@yahoo.com Contact No.: 0961-977-2957

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 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: Minor Tools (10% Of Labor Cost) 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 6.00 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 11.16 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 11.16 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 1,899.17 Kg Dpwh Standard Output Per Hour (oph)= 143.438 Kg 1899.17 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) 1027(1) Cement Plaster Finish Quantity 210.76 M2 Dpwh Standard Output Per Hour (oph)= 7.125 M2 210.76 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 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) 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) 0.00 - 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 Quantity 387.70 Kg Dpwh Standard Output Per Hour (oph)= 90.45 Kg 387.70 Kg Structural Steel Purlins 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) 1003(1) 4.5mm Fiber Cement Board On Metal Frame Ceiling Quantity 94.08 M2 Dpwh Standard Output Per Hour (oph)= 1.243 M2 94.08 M2 4.5mm Fiber Cement Board On Metal Frame Ceiling Direct Cost: A. Materials: 0.37 Pc "a. 4.5mm Fiber Cement Board" 1.13 Pc "b.metal Furring 3m Length " 0.36 Pc C. Carrying Channels 1.00 Pc D. Hanger Bars/rod 6.00 Pc E. Channel Clip 0.24 Pc F. Wall Angle 14.00 Pc G. Rivets 4.00 Pc H. 1" Metal Screw 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) 1003(1)e2 Metal Spandrel On Metal Frame Ceiling Quantity 94.08 M2 Dpwh Standard Output Per Hour (oph)= 0 M2 94.08 M2 Metal Spandrel On Metal Frame Ceiling Direct Cost: A. Materials: 1.05 Sq.m. "a. Pre-painted Sheet - Spandrel" 1.13 Pc "b.metal Furring 3m Length" 0.36 Pc C. Carrying Channels 1.00 Pc D. Hanger Bars/rod 6.00 Pc E. Channel Clip 0.24 Pc F. Wall Angle 14.00 Pc G. Rivets 4.00 Pc H. 1" Metal Screw 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) 1009(1)a Jalousie Glass Quantity 10.22 M2 Dpwh Standard Output Per Hour (oph)= 0.27 M2 10.22 M2 Jalousie Glass Direct Cost: A. Materials: 1.00 M2 A.jalousie (window Glass, Inc. Jalousie Casing) 0.00 - B. 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 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) 1004(2) Finishing Hardware Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1 L.s 1.00 L.s Finishing Hardware Direct Cost: A. Materials: 33.00 Set A.door Locks (schlage Or Equivalent) 132.00 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 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 L.s 1.00 L.s Wooden Doors & Windows Direct Cost: A. Materials: 2.00 Set A.door Jamb (d-1) 4.00 Set B.window Jamb (w-2) 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 4.32 M2 Dpwh Standard Output Per Hour (oph)= 0.36 M2 4.32 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 I.s. 1.00 I.s. Conduit Works, Boxes And Fittings Direct Cost: A. Materials: 20.00 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 H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 47.39 1.00 A. Construction Foreman 47.39 2.00 B. Skilled Laborer 47.39 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) 1101(33) Wires And Wiring Devices Quantity 1.00 I.s. Dpwh Standard Output Per Hour (oph)= 1 I.s. 1.00 I.s. Wires And Wiring Devices Direct Cost: A. Materials: 250.00 M A.3.5 Mm2 Electric Wire Thhn 180.00 M B.5.5 Mm2 Electric Wire Thhn 25.00 M C. 8.00 Mm2 Electric Wire (thhn) 4.00 Set D. One-gang Switch 4.00 Set E. Two-gang Switch 6.00 Set F. Three-gang Switch 13.00 Set G. Duplex Convenience Outlet 0.00 - H. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 28.05 1.00 A. Construction Foreman 28.05 2.00 B. Skilled Laborer 28.05 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) 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 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 C. 30 Amp. Plug-in Breaker 2.00 Pcs D. 20 Amp. Plug-in Breaker 2.00 Pcs E. 15 Amp. Plug-in Breaker F. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 5.50 1.00 A. Construction Foreman 5.50 2.00 B. Skilled Laborer 5.50 3.00 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 I.s. 1.00 I.s. Lighting Fixtures Direct Cost: A. Materials: 5.00 Set A. 2-40 Watts Flourescent Lamp(t5) 2.00 Units B. Emergency Lamp (twin Head) B. Manpower: Number Of Hours 29.00 1.00 A. Construction Foreman 29.00 2.00 B. Skilled Laborer 29.00 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)a Painting Works (masonry Painting) Quantity 205.00 M2 Dpwh Standard Output Per Hour (oph)= 2.1 M2 205.00 M2 1032(1)a 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 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) 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 0.00 - 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) 1051(6) Railings Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1 L.s 1.00 L.s Railings Direct Cost: A. Materials: 5.00 Pc/s A.50mm Gi Pipe (sched. 40) 25.59 Kg/s B. Welding Rod 0.00 C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 60.00 1.00 A. Construction Foreman 60.00 2.00 B. Skilled Laborer 60.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 40.00 1.00 A. Welding Machine (500) 40.00 1.00 B. Cutting Outfit Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: Description 1 1 Unit Truck Scale Fully Load Cell Pitless Type Truck Scale, Concrete Deck Design, 10” Thick Deck, Complete With Six (6) Hermetically Sealed, High Alloy Steel Double-ended Shear Beam Type Load Cells, Etc. Junction Box, With Built-in Surge Voltage Protection/lightning Kit And Insulators For Load Cells, Cables And Locally Fabricated Weighbridge And Structural Steel, Channels, (3 Coated Epoxy Primer) Bolts Specifications: Model - - - - - - - - - - - - - - - - - Sr 8060-10s Safety Rail Version Capacity - - - - - - - - - - - - - - - 80 Tons Gross Platform Size - - - - - - - - - - - - 60’ X 10.4” Concrete Deck (18m X 3.25m) No. Of Sections - - - - - - - - - - Three (3) Sections Sectional Capacity - - - - - - - - Thirty-five (35) Tons Load Cell Construction - - - - - High Alloy Steel Construction, Ntep Hermetically Sealed Load Cell Capacity Each - - - 75,000 Lbs. (35 Tons) Overload Factor Of Safety - - - 150% (load Cell Only) Main Girder Dimensions - - - - 24” X 9” X 68#s/ft. Wf Main Girder Cross Member Dimensions - - 10” X 4” X 19#s/ft. Wf Equipped With: * Digital Weight Indicator Digital Weight Indicator Of Stainless-steel Construction , 1” L.e.d. Display, With Memory Storage Capabilities, Automatic Zero Tracking * Automatic Printer One (1) Unit Uninterrupted Power Supply (ups), 500 Watts And Avr, Servo Type Motor, 1000 Watts, With 15-30 Minutes Back-up Time To Protect The Above Indicator/printer For Any Voltage Fluctuations * Truck Scale Section And Summation Box Assemblies Each With Genuine Transient Kit/board, Usa One (1) Set Genuine Truck Scale Junction & Section Adjustment Boards With Fiberglass Boxes For Transient Protector/lightning Spikes. Transient Kit Includes Gas Discharge Assembly. This Will Protect System For Severe Power Surge / Spikes That Will Be Induced * One (1) Unit Outdoor Display, 5” Height Led, All Weatherproof Construction With Bracket / Housing * One (1) Set Fabricated Traffic Light Complete With 3" Diamater Post & Buzzer * One (1) Lot Standard Management Software For Reports Of Transactions, Per Day, Week, Months And Year, Etc. Per Customer And All Of Customers / Suppliers. Software Conditions: 1. Modification Of The Application’s Database Structure 2. Unauthorized Duplication Or Replication Of The Software/application 3. User Error Or Viruses That Will Cause The Software To Crash 4. Hardware / Software Malfunctions Is Not Included In The Warranty (if The Client Provides The Pc) * One (1) Set Personal Computer With Following Specifications: Processor : 4cores / 8threads / Max Turbo Freq: 3.60ghz Cache: 6mb Smart Cache Video Card : Dedicated Or Built-in To Motherboard Memory : 8gb Hard Disk Drive : 500gb Hard Disk Drive Monitor : 15.6” Led Monitor Keyboard And Mouse Avr 500w Operating System : Licensed 2 1 Lot Civil Works Supply Labor And Materials And Consumables (including Ready Mix Requirements) Necessary For The Complete Preparation, Excavation, Construction Of Footings & Foundations, Bottom Slab, Concrete Deck, With Two (2) Ramps At Approximately Five (5) Meters On Each End Less Scale House Of Truck Scale, 80 Tons Capacity, 18m X 3.25m Size 3 1 Lot Scale House, Size 2m X 3m Supply Technical Services, Tools And Consumables Necessary For The Complete Construction Of Suitable Scale House Size 2m X 3m Of Concrete Roofing, With Two (2) Side Aluminum Windows And Flush Door And Glass Panel Size 1 X 1.5m With All Electricals And Outlets With ½ Hp A/c Unit. House Shall Be Of Floor Tiles And Plaster Finished And Painted. 4 1 Lot Supervision, Installation / Calibration / Testing Supply Technical Services, Tools And Equipment Necessary For The Complete Supervision On Civil Works, Installation, Calibration And Final Testing Of Above Scale Using Certified Test Weights For Oiml Calibration Build-up Procedures 5 1 Lot Mobilization / Demobilization 1. To Include Board/lodging, Land Transportation, Rental Of Vehicles Of Our Scale Technician(s) To And From Site On The Duration Of Service Guarantee And Entire Job. 2. To Include All Safety Protocols, Requirements Of Lgu, Ppe’s, Etc. 3. To Include All Possible Permits On Local Barangay, Etc. X-x-x-x-x-x-x Nothing Follows X-x-x-x-x-x-x-x-x

Details: Description Invitation To Bid For 25ka0029 Rehabilitation Of Multi-purpose Building, Barangay Sumpong, Malaybalay City, Bukidnon Barangay Sumpong, Malaybalay City, Bukidnon 2nd Ld 1. The Department Of Public Works And Highways – Bukidnon 1st District Engineering Office, Malaybalay City, Through The Fy 2025 Nep (national Expenditure Program) Intends To Apply The Sum Of Php4,950,000.00 Being The Approved Budget For The Contract (abc) To Payments Under The Contract For 25ka0029 Rehabilitation Of Multi-purpose Building, Barangay Sumpong, Malaybalay City, Bukidnon Barangay Sumpong, Malaybalay City, Bukidnon 2nd Ld. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening 2. The Department Of Public Works And Highways – Bukidnon 1st District Engineering Office, Malaybalay City Through Its Bids And Awards Committee Now Invites Bids For The Hereunder Works: Contract Id : 25ka0029 Contract Name : Rehabilitation Of Multi-purpose Building, Barangay Sumpong, Malaybalay City, Bukidnon Contract Location : Barangay Sumpong, Malaybalay City, Bukidnon 2nd Ld Scope Of Work : Scope; A.) Removal Of Structures And Obstruction B.) Construction Of Reinforced Concrete Structures Such As Footing, Columns, Ground Beams, 2nd Floor Beams), Roof Beams And Suspended Slab, Wall Footing, Slab On Grade, Lintel Beam For Doors And Window Openings C.) Chb Laying, Plastering And Painting For Perimeter Walls And Walls, D.)tile Installation For Walls And Flooring, E.) Installation Of Ground Floor Ceiling (fiber Cement On Metal Frame) F.) Fabrication And Installation Of Railings, G.) Supply And Installation Of Doors And Windows, H.) Installation Of Septic Tank, I.) Laying Of Pipes For Waste And Sewer Line(sanitary Pvc Pipe S-1000), J.) Electrical Works, K.) Installation Of Air Conditioning Unit Awith Pvc And Aluminum Duct And Vent Cap, L.) Supply And Installation Of Fire Extinguishers, M.) Application Of Soil Poisoning Chemical Prior To Concrete Pouring Of Slab-on Grade And On The Perimeter Of The Building After Construction Is Complete. Complete As Per Approved Pow, Plans, And Specifications. Approved Budget For The Contract (abc) : Php4,950,000.00 Source Of Fund : Fy 2025 National Expenditure Program (nep) Contract Duration : 195 Cd Bid Documents Fee In Php : Php5,000.00 3. Prospective Bidders Should Be (1) Registered With And Classified By The Philippine Contractors Accreditation Board (pcab) With Pcab License Category Of C & D For Small B. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Annex Ii-1.1 B Section Ii And Iii Of Bidding Documents. Contractors/applicants Who Wish To Participate In This Bidding Are Encouraged To Enroll In The Dpwh Civil Works Application (cwa) At The Dpwh Procurement Service (prs), 5th Floor, Dpwh Bldg., Bonifacio Drive, Port Area, Manila, While Those Already Enrolled Shall Keep Their Records Current And Updated. The Contractor’s Eligibility To Bid On The Project Will Be Determined Using The Dpwh Contractor Profile Eligibility Process (cpep) And Subject To Further Post-qualification. Information On Registration Can Be Obtained From The Prs During Working Weekdays From 7:00 Am To 4:00 Pm Or At The Dpwh Website Www.dpwh.gov.ph. 4. 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 9184 (ra 9184), Otherwise Known As The "“government Procurement Reform Act”. The Contract Shall Be Awarded To The Lowest Calculated Responsive Bidder (lcrb) Who Was Determined As Such During Post-qualification. 5. Interested Bidders May Obtain Further Information From The Department Of Public Works And Highways – Bukidnon 1st District Engineering Office, Malaybalay City And Inspect The Bidding Documents At Capitol Compound, Malaybalay City During Weekdays From 8:00 Am – 5:00 Pm. 6. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On November 07, 2024, From The 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 Php 5,000.00. 7. It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps), And The Website Of The Procuring Entity, Provided That Bidders Shall Pay The Applicable Fee For The Bidding Documents Not Later Than The Submission Of Their Bids. 8. The Department Of Public Works And Highways – Bukidnon 1st District Engineering Office, Malaybalay City Will Hold A Pre-bid Conference On November 15, 2024, 10:00 Am Via Zoom With Meeting Id: 923 1132 1070 And Passcode: Dpwh2024 And The Bidder May View Through Live Streaming (youtube Channel) Dpwh Bukidnon 1st Deo Procurement Ls, Which Shall Be Open To Prospective Bidders. 9. Bid Submission Maybe Done Manually Or Electronically/online. However, Bidders Should Only Select One Mode Of Submission, Either Manual Or Electronic. Similar To Manual Submission, The Guidelines For The Preparation And Submission Of An Electronic Bid Are Contained In The Bds. 10. Bids Must Be Duly Received By The Bac Secretariat At The Address Below For Manual Submission Or At Electronicbids_bukidnon1@dpwh.gov.ph For Electronic Submission On Or Before November 29, 2024 Until 10:00 Am. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 18. 11. Bid Opening Shall Be On November 29, 2024, 10:00 Am At Conference Room, Dpwh-bukidnon 1st Deo. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Address Below. Late Bids Shall Not Be Accepted. 12. The Department Of Public Works And Highways – Bukidnon 1st District Engineering Office, Malaybalay City 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. 13. For Further Information, Please Refer To: Rosmendo C. Bongocan, Jr. Engineer Iii Head, Procurement Unit Telefax No. (088) 813-2087 Cellphone No.09178765473 Bongocan.rosmendo_jr@dpwh.gov.ph 14. You May Visit The Following Websites: For Downloading Of Bidding Documents: Www.dpwh.gov.ph And Philgeps Website For Online Bid Submission: Electronicbids_bukidnon1@dpwh.gov.ph Approved By: Sarah Jane B. Lagrama Bac Chairperson Date Of Publication: November 07, 2024

Details: Description Republic Of The Philippines Province Of Zambales Municipality Of Palauig -0- Office Of The Bids And Award Committee Invitation To Apply For Eligibility And To Bid Ib No. Palg 19-2024 (infrastructure) The Local Government Of Palauig Thru Its Bids And Awards Committee (bac) Invites Suppliers, Manufacturers, Distributors Duly Registered To Apply For Eligibility And If Found Eligible, To Bid For The Hereunder Contract: Name Of Project: Construction Of Multi-purpose Building (barangay Hall) Location : Barangay Salaza,palauig, Zambales Approved Budget For The Contract . . . . . . . . . . . Php4,999,883.15 Source Of Fund : General Fund Delivery Period: 180 Calendar Days Item No. Description Unit Qty. Unit Cost Total Cost I. General Requirements Spl-1 Mobilization/demobilization Lot 1.00 Spl-2 Temporary Facility Lot 1.00 Spl-3 Construction Safety And Health Lot 1.00 B.5 Project Billboard/sign Board Set 1.00 Ii. Earthworks 803(1)a Structure Excavation (common Soil) M³ 57.44 804(1)a Embankment From Structure Excavation M³ 29.91 804(4 ) Gravel Bedding M³ 2.88 Iii. Concrete Works 900(1)c2 Structural Concrete For Footing And Slab On Fill (class A, 28 Days) M³ 64.45 900(1)c3 Structural Concrete For Tie Beam M³ 3.67 900(1)c3 Structural Concrete For Columns M³ 12.95 900(1)c3 Structural Concrete For Beams M³ 9.00 902(1)a2 Reinforcing Steel Of Reinforced Concrete For Two Up To Five-storey, Grade 40 Kg 9,102.86 903(1) Forms And Falseworks M² 154.82 Iv. Masonry Works 1046(2)a2 150mm Chb Non Loading Bearing (including Reinforcing Steel) M² 380.77 1039997.4 V. Fabricated Materials 1010(1)b Wooden Panel Door M² 5.04 1010(2)a Hollow Core Flush Door M² 2.94 1008(1)a Aluminum Glass Windows (sliding Type) M² 11.28 1007(1)a Aluminum Framed Glass Door (sliding Type) M² 3.15 1007(1)b Aluminum Framed Glass Door (swing Type) M² 10.71 1004(a) Locksets Set 5.00 1004(b) Hinges Pc 15.00 1053(3)a1 38mm Dia. G.i. Pipe Railings M 99.85 Vi. Finishing Works 1021(1)a Plain Cement Floor Finish M² 99.93 1027(1) Cement Plaster Finish M² 591.03 1003(1)a1 4.5 Mmfiber Cement Board On Metal Frame Ceiling M² 111.05 1038(1) Reflective Insulation M² 125.33 1018(1) Glazed Tiles And Trims M² 99.88 1018(2) Unglazed Tiles M² 16.05 Vii. Painting Works 1032(1)a Painting Works (masonry/concrete) M² 661.00 1032(1)b Painting Works (wood) M² 109.05 1032(1)c Painting Works (steel) M² 105.85 Item No. Description Unit Qty. Unit Cost Total Cost Viii. Roof Framing And Roofing Works 1014(1)b2 Pepainted Metal Sheets M² 107.65 1013(2)a1 Fabricated Metal Roofing Accessory (ridge/hip Roll) M 36.48 1013(2)a2 Fabricated Metal Roofing Accessory (flashings) M 38.50 1047(2)a Structural Steel, Trusses Kg 1,659.61 1047(2)b Structural Steel, Purlins Kg 599.20 1047(7)a Metal Structure Accessories, Bolts Kg 24.42 1047(6) Metal Structure Accessories, Steel Plates Kg 135.39 1047(7)b Metal Structure Accessories, Sagrods Kg 57.56 Ix. Electrical 1100(19) Conduits, Boxes, And Fittings Lot 1.00 1101(18) Wires And Wiring Devices Lot 1.00 1102(21) Power Load Center, Switchgear And Panelboards Lot 1.00 1103(1) Lighting Fixtures Lot 1.00 1208(1) Fire Alarm System Lot 1.00 1102(e ) 1.5hp Acu Unit Inverter Split Type With Condenser Housing Lot 3.00 X. Plumbing 1001(8) Sewer Line Works Lot 1.00 1002(6) Cold Water Line Works Lot 1.00 1002(5) Sanitary/plumbing Fixtures Lot 1.00 Spl-5 Septic Vault Lot 2.00 Total Project Cost Prospective Bidder Should Have Experience In Undertaking A Similar Project Within The Last Three (3) Years With An Amount Of At Least 50% Of The Proposed Project For Bidding. The Eligibility Check/screening As Well As The Preliminary Examination Of Bids Shall Use Non-discretionary “pass/fail” Criteria. Post-qualification Of The Lowest Calculated Bid Shall Be Conducted. All Particulars Relative To Eligibility Statement And Screening, Bid Security, Performance Security, Pre-bidding Conference(s), Evaluation Of Bids, Post-qualification And Award Of Contract Shall Be Governed By The Pertinent Provisions Of R.a. 9184 And Its Implementing Rules And Regulation (irr). The Complete Schedule Of Activities Is Listed, As Follows: 1. Issuance Of Bid Documents - November 23, 2024 2. Pre-bid Conference - December 02, 2024 (2:00 P.m.) 3. Deadline Of Submission Of Bid Proposal - December 12, 2024 (11:30 A.m.) 4. Opening Of Bids - December 12, 2024 (2:00p.m.) 5. Bid Evaluation - December 13, 2024 6. Post-qualification - December 14-16, 2024 7. Notice Of Award - December 17, 2024 All Particulars Relative To Eligibility Statement And Screening, Bid Security, Performance Security, Pre-bidding Conference(s), Evaluation Of Bids, Post-qualification And Award Of Contract Shall Be Governed By The Pertinent Provisions Of R.a. 9184 And Its Implementing Rules And Regulations Part A (irr-a). Bidding Documents May Be Obtained At The Bac Secretariat, Palauig, Zambales Upon Payment Of Non-refundable Fee Of Php 5,000.00 To The Municipal Treasurer’s Office. Duly Accomplished Eligibility Forms Shall Be Submitted In Sealed Envelope Address To The Bac Chairperson. The Lgu Assumes No Responsibility Whatsoever To Compensate Or Indemnify Bidders For Any Expenses Incurred In The Preparation Of Bid. Moreover, The Lgu Reserves The Right To Reject Any Or All Bid Proposals At Any Time Prior To Contract Award, Without Thereby Incurring Any Liability To The Affected Bidder/s, Waive Any Formality In The Bid Requirements, Declare The Bidding A Failure, Or Award The Contract To The Bidder Whose Offer Is The Most Responsive, Lowest Calculated Bid And Most Advantageous To The Local Government Unit Of Palauig, Zambales. For Further Inquiry, You May Refer To: Ms. Daisy D. Bautista Head, Palauig Bac Secretariat 2nd Floor, Municipal Building Palauig, Zambales Cp No. 09094876435 By: Bids And Awards Committee – Infra (sgd.) Adrian Ariel C. Altares Oic-municipal Engineer Bac Chairperson

Details: Description Invitation To Bid For The Supply Of Labor And Materials For The Rehabilitation Of Seed Storage Located At Maguikay, Mandaue City, Cebu 1. The Department Of Agriculture-regional Field Office 7, Through The Gaa 2024 Intends To Apply The Sum Of One Million Five Hundred Thousand Pesos (₱ 1,500,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Supply Of Labor And Materials For The Rehabilitation Of Seed Storage Located At Maguikay, Mandaue City, Cebu. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Department Of Agriculture-regional Field Office 7, Now Invites Platinum Philgeps Registered Contractors/ Bidders To Bid Supply Of Labor And Materials For The Rehabilitation Of Seed Storage Located At Maguikay, Mandaue City, Cebu. Scope Of Work Part A. General Requirements: Provision Of Field Office For The Engineers (rental Basis); Project Billboard/signboard; Occupational Safety And Health Program; Mobilization/demobilization; Part B. Earthworks: Clearing And Grubbing; Removal Of Structure And Obstruction; Part C. Reinforced Concrete Works: Reinforcing Steel (roof Beam); Structural Concrete (roof Beam); Structural Concrete For Footing, Tie Beam, Column, Suspended Slab, Girder/beam (class A, 28 Days); Reinforcing Steel (column); Structural Concrete ( Column) Class A; Formworks And Falseworks; Part D. Masonry Works: 100 Mm Chb Non Load Bearing/load Bearing (including Reinforcing Steel); Part E. Finishing: Cement Plaster Finish; Part F. Metal Structures: Structural Steel Roof Framing; Structural Steel Purlins; Metal Structure Accessories (anchor Bolts); Metal Structure Accessories (turnbuckle); Metal Structure Accessories (steel Plates ); Part G. Roofing Works: Prepainted Metal Sheets (rib Type, Long Span, Above 0.427 Mm Thick); Fabricated Metal Roofing Accessory (end Flashing/end Wall Flashing);pre-painted Metal Fascia With Framing; Fabricated Metal Roofing Accessory (gutter); Fabricated Metal Roofing Accessory (downspout); Spandrel; Part H. Electrical Works: Conduit Works, Boxes And Fittings; Wires And Wiring Devices; Panelboard With Main & Branch Breakers; Lighting Fixtures; Part I. Ceiling Works; 4.5 Mm Fiber Cement Board On Metal Frame Ceiling; Part J. Doors And Windows; Wooden Panel Door; Analoc Glass Window (sliding, Fixed); Part K. Painting Works: Painting Works (masonry Painting); Painting Works (metal Painting); Painting Works (wood Painting); Part L Miscellaneous: Exhaust Fan; Casement Steel Window; Glazed Tiles And Trims; Boq Notes: 1)the Bidder Must Furnish The Unit Cost Derivation Or Detailed Estimates For Each Work Item. It Is Advised To Include All Materials Outlined In The Approved Detailed Engineering Design (ded) Within The Detailed Estimates. In The Event That Certain Materials Are Not Specified In The Bid Detailed Estimate, The Contractor Must Provide Those Materials During Implementation Without Incurring Any Additional Cost To The Implementing Unit Or The Project.; 2) Ocm Includes: (a) Overhead Expenses -engineering And Administrative Supervision, Transportation Allowances, Office Expenses, Premium On Contractors All Risk Insurance (cari) And Financing Cost; (b) Contingencies Expenses - Meetings, Coordination With Other Stakeholders, Stages During Ground Breaking And Inauguration Ceremonies, And Other Unforseen Events. (c) Miscellaneous Expenses - Laboratory Tests For Quality Control And Plan Preparation.site: Maguikay, Mandaue City, Cebu. Completion Of The Works Is Required Within Ninety (90) Calendar Days From Receipt Of The Approved Notice To Proceed (ntp). The Contractor / Bidder Must Have The Minimum Equipment Required One (1) Owned Mixer; One (1) Owned Bar Cutter; One (1) Owned Welding Machine; One (1) Owned Bar Bender; One (1) Owned Cutting Outfit And Technical Personnel Required: One (1) Project Engineer; One (1) Foreman; Four (4 Skilled; Thirteen (13) Unskilled; One (1) Carpenter; One (1) Mason; One (1) Safety Officer. Bidders Should Have Completed A Contract Similar To The Project. Similar Project Shall Refer To General Building. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii. Instructions To Bidders. Bidders Must Have A Similar Completed Single Contract With A Value Of At Least 50% Of The Abc Of The Project To Be Bid. 3. Bidding Will Be Conducted Through Open Competitive Interested Bidders May Obtain Further Information From Department Of Agriculture Regional Field Office 7- Bac Secretariat And Inspect The Bidding Documents At The Address Given Below From 8:00 A.m.- 5:00 P.m.. 4. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders November 7, 2024 From Department Of Agriculture Regional Field Office 7- Bac Secretariat And Inspect The Bidding Documents At The Address Given Below From 8:00 A.m.- 5:00 P.m. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On November 7, 2024 From The Address Below And Upon Payment For The Bidding Documents, In The Amount Of One Thousand Five Hundred Pesos (1,500.00). It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps) And The Website Of The Procuring Entity, Provided That Bidders Shall Pay The Applicable Fee For The Bidding Documents Not Later Than The Submission Of Their Bids. The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees Presented In Person, By Facsimile, Or Through Electronic Means. 6. The Department Of Agriculture Regional Field Office 7 Will Hold A Pre-bid Conference On November 15, 2024 -2:00 P.m. At Da Conference Room, Da Complex, Highway Maguikay, Mandaue City Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Received By The Bac Secretariat At The Address Below On Or Before October 2, 2024 – 10:00 A.m. Late Bids Shall Not Be Accepted. 8. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 9. Bid Opening Shall Be On November 27, 2024-10:00 A.m. At Da Conference Room, Da Complex, Highway Maguikay, And Mandaue City. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Address Below. Late Bids Shall Not Be Accepted. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. The Department Of Agriculture Regional Field Office 7 Does Not Condone Any Form Of Solicitation On Any Prospective Winning And Losing Bidders By Any Of Our Staff/employees Or Any Other Party. Any Sort Of This Kind Shall Be Reported Immediately To The Office Of The Secretary Or National Bureau Of Investigation (nbi) For Entrapment And Proper Investigation. 11. The Department Of Agriculture Regional Field Office 7 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. 12. For Further Information, Please Refer To: Bac Secretariat Department Of Agriculture Regional Field Office-7 Tel No. 032-2682698 Fax Number 032- 256-3063 (sgd.) Dr. Fabio G. Enriquez Bac Chairperson

Details: Description Invitation To Bid The Iligan City Government Bids And Awards Committee (bac), Through Gen Fund-20% / Dev. Fund, Intend To Apply The Sum Of P 3,864,056.67 Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Repair / Renovation Of Tourism Building (bahay Salakot), Buhanginan Hills, Brgy. Pala-o, Iligan City With Project No. Cb(b)-24-139 (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 Repair / Renovation Of Tourism Building (bahay Salakot), Buhanginan Hills, Brgy. Pala-o, Iligan City General Requirements •installation Of Project Billboard •occupational Safety And Health Program •mobilization And Demobilization •provision Of Field Office For The Engineer - Standard Engineer Field Camp, Office Table And Chair - Computer For Field Engineer Removal Of Structures And Obstruction •demolition Of Concrete Slab For Excavation Of Septic Tank •demolition Of Existing Chs Walls At Main Office (for W-04 •demolition Of Existing Drywall Partitions At Office •chipping Of Existing Toilet Tiles •removal Of Existing Windows And Doors •dismantling Of Existing Plumbing Appliances And Fixtures •demolition Of Kitchen Counter At Basement Earthworks •excavation Work For Septic Tank •gravel Bedding For Septic Tank •backfilling Of Common Soil Using Excavated Soil Must Be Compacted Layer By Layer Concrete Work, Formwork & Scaffolding •septic Tank •kitchen Sink Countertop Masonry Works •4” Reinforced Chs Wall @ Main Office •4” Reinforced Chs Wall @ Main Office Cr •4” Reinforced Chs Wall @ Basement Cr •4” Reinforced Chs Wall For Septic Tank Plastering Works •plaster-topping @ Priv. Rm & Printing Rm. •plaster Chs Wall On Both Sides @ Main Office •plaster Chs Wall On Both Sides @ Main Office Cr •plaster Chs Wall On Both Sides @ Basement Cr •plaster Chs Wall On One Side For Septic Tank Steel Reinforcements •10mm Dia. Rebars For Septic Tank's Masonry & Concrete Works •10mm Dia. Rebars For Additional Chs Walls Architectural Works •installation Of Wallpaper In Antique Gray Brick For Accent Wall •installation Of Solihiya Screen In Wood Framing •fabrication Of “viva Turismo Lligan” Acrylic Logo •installation Of Skirting Board/ Based Board Painting Works •semi-gloss Interior Paint Finish •flat Latex Paint- Primer For Ceiling Board •flat Latex Paint- Off-white Ceiling Finish @ Office •semi-gloss Paint- Off-white Ceiling Finish @ Both Toilet Ceiling Works •6mm Gypsum Board On Double Furring Framing @ 2nf Floor And Basement Toilet •9mm Gypsum Board On Double Furring Framing @ Main Office Built-ins And Cabinets •fabricate 1.475m X 2.4m- 3 Layers Shelves With 2 Door Cabinet And Drawers •fabricate 1.25m X 2.675m Overhead Shelf •fabricate 0.4 X 0.4 X 2.65m Ficem Board Plant Box •fabricate 0.5m X 0.5m X 1.2m Lavatory Counter Cabinet With Ceramic Tile Countertop •fabricate 1.45m X 1.05m 2 Layer Overhead Document Shelf Fabricate 0.6m X 1.45m Built-in Table Waterproofing •cementitious Waterproofing @ Toilet- Walls (5.13 Sqm) •cementitious Waterproofing @ Toilet- Flooring (5.42 Sqm) Tile Works •detachable Green Carpet (8.15 Sqm) •30cm X 60cm Non-slip Floor Tiles @ 2f Toilet •60cm X 60cm Non-slip Floor Tiles @ Basement Toilet •parquet Tiles- For The Demolished Walls •60cm X 60cm Dark Gray Carpet Tiles •300mm X 300mm Ceramic Wall Tiles @ 2f Toilet •200mm X 600mm Ceramic Wall Tiles @ Basement Toilet Electrical Works •installation Of Conduits , Junction Box , Utility Box •installation Of New Electrical Wire , Switches , Aircon Outlet •lnstallation Of Lighting Fixture According The Electrical Plan . Wood Balustrades And Handrail •top Railing: 75x25mm Solid Wood In Wood Stained Finish •balusters: 75x75mm Solid Wood In Wood Stained Finish Plumbing Works •installation Of Pvc Pipes ( Soil And Waste ) And G.i. Pipes For Water •installation Of Water Closets, Lavatory And Faucets •installation Of Kitchen Sink At Pantry Doors And Windows •remove And Replace Existing Doors, See Plan For Details •remove And Replace Existing Windows, See Plan For Details I.general Requirements A . Project Billboard (q = 1.00 Lot) Includes 4' X 8' Tarpaulin, 8' X 8' Tarpaulin, 2"x3"x 14" Coco Lumber, 2"x3"x10" Coco Lumber, 2"x2"x8" Coco Lumber, Assorted Sizes C.w. Nails. B. Occupational Safety And Health Program (q = 1.00 Lot) Includes Safety Shoes, Safety Helmet, Safety Gloves, Specialized Ppe. C.mobilization / Demobilization (q = 1.00 Lot) D. Facilities For The Engineer (q = 1.00 Lot) Includes Field Office For The Field Engineer: 4" X 4" Cocolumber, 2" X 4" Cocolumber, 2" X 3" Cocolumber, 2" X 2" Cocolumber, 1/4" Thk. Ord. Plywood, Ga 300 X 10' Corr.g.i. Sheet, Portland Cement, Washed Sand, Washed Gravel,4" Chb 700 Psi, 10mm Dsb, No. 16 G.i. Tie Wire, Assorted Sizes C.w. Nails, Empty Drum/ Fixtures, Monobloc Chairs, Office Table. Ii.removal Of Structures And Obstruction (q = 1.00 Lot) Includes Demolition Of Existing Chb Walls At Main Office (for W-04), Demolition Of Existing Drywall Partitions At Office, Chipping Of Existing Toilet Tiles, Removal Of Existing Windows And Doors, Dismantling Of Existing Plumbing Appliances And Fixtures, Demolition Of Kitchen Counter At Basement. Iii. Earthworks (q = 7.56 Cu.m.) Includes Excavation Works For Additional Septic Tank, Washed Gravel. Iv.concrete Works And Formworks (q = 2.02 Cu.m.) Includes Portland Cement, Washed Sand, Washed Gravel, Marine Plywood 12mm Thk. X 4' X 8', 2" X 3" X 8' Coco Lumber, 2" X 2" X 8' Coco Lumber, Assorted Sizes C.w. Nails. V.masonry Works (q = 48.54 Sq.m) Includes 4" Chb 350psi, Portland Cement, Washed Sand. Vi.plastering Works (q = 82.80 Sq.m) Includes Portland Cement, Washed Sand. Vii. Steel Reinforcements (q = 1.00 Lot) Includes 10mm Dia X 6m Rebar, No. 16 G.i. Tie Wire. Viii. Wood Balustrades And Handrail (q = 1.00 Lot) Includes Top Railing: 75x25mm Solid Wood In Wood Stained Finish, Balusters: 75x75mm Solid Wood In Wood Stained Finish, Paint Varnish, Paint Brush 2-1/2",assorted Sizes C.w. Nails. Ix.doors And Windows (q = 1.00 Lot) Includes D1- 3.2m X2.8m Brown Powder Coated Aluminum Framing W/ 10mm Clear Fixed Glass And Sliding Door With Complete Accessories; D2- 3.35m X2.55m Brown Powder Coated Aluminum Framing W/ 10mm Clear Fixed Glass And Sliding Door With Complete Accessories; D3- 0.7m X 2.1m Hollow Pvc Door With Door Jamb And Complete Accessories; D4- 0.8m X 2.1m Hollow Core Hdf Door With Door Jamb And Complete Accessories; D5- 0.7m X 2.4m Pocket Door: Solid Wood Door With 2mm X 5mm Grooves And Complete Accessories; D6- 0.7m X 2.1m Hollow Pvc Door With Door Jamb And Complete Accessories; W1- 2.345 X 1.2m Sliding Glass Window W/ Wooden Louver Casement Window: Sliding Window : 1x1" Brown Powder Coated Aluminum Frame, 2x2" Aluminum Mullions, 0.5x0.5" Aluminum Window Grilles, 6mm Clear Tempered Glass; Window Shutters: 4-panel Wooden Louvered Window Shutters, 2x2" Wood Framing; W2- 1.2m X 0.6m Black Powder Coated Aluminum Frame W/ 10mm Clear Glass Awning Window; W3- 0.7m X 2.1m Brown Powder Coated Aluminum Frame W/ 10mm Clear Glass Fixed Window; W4- 2.32m X 0.5m Louver Window : Brown Powder Coated Aluminum Frame W/ 5mm Clear Glass Blades; W5- 0.6m X 0.5m Black Powder Coated Aluminum Frame W/ 10mm Clear Glass Awning Window; W6- 4.7m X 1.27m Sliding Glass Window Casement Window X " Brown Powder Coated Aluminum Frame, 2x2" Aluminum Mullions, 0.5x0.5" Aluminum Window Grilles, 6mm Clear Tempered Glass; W7- 0.845m X 1.27m Fixed Glass Window Casement Window Sliding Window: 1x1" Brown Powder Coated Aluminum Frame, 2x2" Aluminum Mullions, 0.5x0.5" Aluminum Window Grilles, 6mm Clear Tempered Glass X.architectural Works (q = 1.00 Lot) Includes Wallpaper In Antique Gray Brick 15cm X 60cm, Wood Glue, M X 2.8m Solihiya Screen Partition In 2"x2" Wood Framing, M X 2.8m Solihiya Screen Partition In 2"x2" Wood Framing, 4.4m X 0.4m Solihiya Screen Partition In 2"xl" Wood Framing, "viva Turismo Ligan" Acylic Logo, Skirting Board/ Based Boardlin. X 4in. X8ft. Xi.painting Works (q = 209.8225 Sq.m) Includes Permacoat Flat Latex, Masonry Putty, Paint Brush 2-1/ 2 ",brush Roller (152mm), Sand Paper, Assorted Sizes, Tape Fiberglass Mesh (48mm X 30m), Gypsum Putty (5kg/gal), 2" X 3" X 8' Coco Lumber, 2" X 2" X 8' Coco Lumber, Assorted Sizes C.w. Nails. Xii.ceiling Works (q = 90.41 Sq.m) Includes 6mm Thick Gypsum Board 4'x8'; 9mm Thick Gypsum Board 4'x8'; Double Furring, 0.50mm Thk. X 19 X 50 X 19 X 5.00m; Channel Clip; Wall Angle 25 X 25 X 0.4 Mm (3m); Blind Rivets, 1000pcs/box; Riveter. Xiii.built-ins And Cabinets (q = 1.00 Lot) Includes 1.475m X 2.4m- 3 Layers Shelves With 2 Door Cabinet And Drawers, 1.25m X 2.675m Overhead Shelf, 0.4 X 0.4 X 2.65m Ficem Board Plant Box, 0.5m X 0.5m X 1.2m Lavatory Counter Cabinet With Ceramic Tile Countertop, 1.45m X 1.05m 2 Layer Overhead Document Shelf, 0.6m X 1.45m Built-in Table. Xiv.waterproofing (q = 10.55 Sq.m) Includes Portland Cement, Washed Sand, Wire Mesh 3.5mm X 1x1" X 6x20ft, Waterproofing Membrane (4 Kg). Xv.tile Works ( Q = 65.69 Sq.m) Includes Detachable Green Carpet, 300mm X 600mm Ceramic Floor Tiles (non-skid) @ 2f Toilet, 300mm X 300mm Ceramic Wall Tiles @ 2f Toilet, 600mm X 600mm Ceramic Floor Tiles (non-skid) @ Basement Toilet, 200mm X 600mm Ceramic Wall Tiles @ Basement Toilet, Tile Grout (2kg), Tile Adhessive 25kg (heavy Duty), Portland Cement, Washed Sand, Diamond Cutter Wheel, Parquet Tiles- For The Demolished Walls, 0.6m X 2.05m Kitchen Counter In Synthetic Marble Countertop Finish, 60cm X 60cm Dark Gray Carpet Tiles. Xvi.electrical Works ( Q = 1.00 Lot) Includes Electric Wire ,3.5mm2 Thhn Stranded Copper Wire; Electric Wire, 8.0mm2 Thhn Stranded Copper Wire; Electric Wire , 38.0mm2 Thhn Stranded Copper Wire; Switch , 1gang Switch W/led Set 10a 220v; Switch , 2 Gang Switch W/led Set 10a 220v; Switch , 3 Gang Switch W/led Set 10a 220v; Led Downllight 15w; Led Downlight 7w; 10w Rectangular Led Pendant Light Warm Light 1 X 4'; 3w Wall Mounted Led Light Daylight; Duplex Convenience Outlet; Gfci 20a 2 Gang Gfci Safety Outlet; Electrical Tape 3/4" X20yds; Solvent Cement 100cc; Pvc Conduit,15mm X3 Meters; Pvc Conduit Coupling (15mm)dia.; Pvc 90deg Elbow (15mm); Pvc Clamp (15mm) 100pc/pack; Junction Box, Pvc Octagonal W/ Cover 2"x4" Depth Type; Utility Box 2"x3" Depth Type W/ Cover; Circuit Breaker, 15at/50 Af, 2pcb, 230vac Bolt-on Type; Circuit Breaker 20at/50af, 2pcb, 230vac Bolt On Type; Circuit Breaker Soat/soaf, 2pcb, 230vac Bolt On Type; Circuit Breaker 125at/50af, 2pcb, 230vac Bolt On Type Tqd; Panelboard 8 Branches Bolt On Type 2 Pole With Tqd Main Breaker; Enclosure For Main Circuit Breaker 125at Tqd; Service Entrance Cap 25mm Dia. Emt; Emt Clamp (25mm); Tox With Screw Size 10; Emt Connector Set Screw Type 25mm; Emt Elbow 25mm; Cable Tie Black Nylon 100pc/pack; Secondary Rack 2 Pole Insulator; Grounding Rod 5/8" X4.75 Ft. With Clamp. Xvii . Plumbing Works ( Q = 1.00 Lot) Includes Two-piece Water Closet Close Coupled; Wall Hung Lavatory 450x400x140mm; Vessel Type Lavatory 450x400x140mm; Stainless Steel Sink 86x50cm , Heavy Duty; Bidet Spray, Hose & Hook Set Abs Material Chrome Plated 1.2m Hose Length, Heavy Duty;tissue Holder, Heavy Duty; Faucet Lavatory, Heavy Duty; Faucet Kitchen, Heavy Duty; Wall Faucet, Heavy Duty; Floor Strainer 100x150x2.7mm; 7.5 Pm Grease Trap And Accessories; Vanity Mirror For 2nd Floor Toilet; 4" Dia. Pvc Wye; 4" Dia. Pvc Clean Out; 4" Dia. Pvc Elbow, 1/8 Bend; 4" Dia. X 10' Pvc Pipe, S-1000; 2" Dia. Pvc P-trap; 2" Dia. Pvc Wye; 2" Dia. Pvc Tee; 2" Dia. Pvc Clean Out; 2" Dia. Pvc Elbow, 1/8 Bend; 2" Dia. X 10' Pvc Pipe, S-1000; 3 Way Angle Valve; Pvc Cement, 400cc; 1" Dia. G.i. Elbow; 1" Dia. G.i. Tee; " Dia. G.i. Coupling; 1" Dia. G.i. Caps, Banded; 1" Dia. X 20' G.i. Pipe; Teflon Tape (big). Approved Budget For The Contract (abc): P 3,864,056.67 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 (100) Calendar Days From Receipt Of Notice To Proceed. Bidders Should Have Completed, Within Three (3) 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, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City. The Complete Schedule Of Activities Is Listed, As Follows: Activities Schedule 1. Issuance Of Bid Documents: November 19 – December 10, 2024 – 8:00 A.m. At Room 205, Left Wing, 2nd Floor, Sp Bldg., Buhanginan Hills, Palao, Iligan City. 2. Pre-bid Conference: November 26, 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 10, 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 10, 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 19, 2024 Place Of Posting/advertisement: City Hall/ibjt Bulletin Boards, Iligan Official Website, Phil-geps Itb No. 24-139 (ceo-infra)

Details: Description The Barangay Balangasan, Through Its Bids And Awards Committee (bac) Invites Suppliers/manufacturers/distributors To Apply For Eligibility And To Bid For The Hereunder Project: Name Of Project : Improvement Of Drainage At Purok Sampaloc B, Barangay Balangasan Location : Purok Sampaloc B, Balangasan District, Pagadian City Brief Description : Purok Sampaloc B Drainage Approved Budget : Pph 134,500.00 Account Charged To : 20% Development Fund Continuing Balance Contract Duration : 75 Cd Prospective Bidders Should Have Experience In Undertaking A Similar Project Within The Last Two (2) Years With An Amount Of At Least 50% Of The Proposed Project For Bidding. The Eligibility Check/screening As Well As The Preliminary Examination Of Bids Shall Use Non-discretionary "pass/fail" Criteria. Post Qualification Of The Lowest Calculated Bid Shall Be Conducted. All Particulars Relative To Eligibility Statement And Screening, Bid Security, Evaluation Of Bids, Post Qualification And Award Of Contract Shall Be Governed By The Pertinent Provisions Of R.a. 9184 And Its Implementing Rules And Regulations (irr). Item/scope Of Work To Be Done: Particulars Total Unit Quantity Part A. Earthworks 1. Structure Excavation Manual (hard Rock) 11.66 M3 14.40 Part B. Base Course 2. Gravel Bedding (open Drainage) 4.46 M3 3.20 Part C. Concrete Works 3. Concrete Works (open Drainage ) 26.97 M3 4.80 Part D. Masonry Works 4.150mm Chb Non-load Bearing ( Including Reinforcing Steel) 55.20 M2 48.00 Part E. Fabricated Materials Steelgrates (trash Screen) 1.71 Ls 1.00 The Complete Schedule Of Activities Is Listed, As Follows: Activity Date : Advertisement/posting Of Invitation To Bid Request For Expression Of Interest November 22, 2024 To November 29, 2024. 2. Issuance And Availability Of Bidding Documents November 22, 2024 To November 27, 2024. 3. Submission And Receipts Of Bids (including Eligibility November 27, 2024 At 5:00 Pm At Barangay Session Hall. Bid Documents Will Be Available Only To Prospective Bidders Upon Payment Of Non-refundable Amount Of P500.00 To The Barangay Treasurer. The Barangay Council Of Barangay Balangasan Assumes No Responsibility Whatsoever To Compensate Or Indemnify For Any Expenses Incurred In The Preparation Of Bid. Approved By: Letecia R. Culve Bac Chairman

Details: Description Supply Of Materials, Improvement Of Child Development Center, Brgy. Pader, Duenas, Iloilo 16 Bags Portland Cement, 40 Kls 1 Cu.m Screened Gravel 2 Cu.m Washed Sand 22 Pcs. Deformed Bars, 10mm X 6m 5 Kls. G.i. Tie Wire, #16 1 Shts Ordinary Plywood, 1/2" X 4' X 8' 10 Pcs. Rough Lumber, 2" X 2" X 8' 4 Kls. Cw Nails, Assorted 135 Pcs. Chb, 4" X 8" X 16" 1 M Welded Screen 1 Pc Hacksaw Blade 1 Pcs C-purlins, 1.5mm X 2" X 6" 1 Pcs C-purlins, 1.5mm X 2" X 3" 2 Shts Corrugated G.i. Sheet, 0.4mm X 7' 2 Shts Steel Matting, #6 30 Pcs Tek Screw 2 Kls Welding Rod, 1 Lit Metal Primer 1 Bot Lacquer Thinner 3 Shts Wall Flashing, 0.4mm 10 Pcs Bamboo 3 Pcs Angle Bar, 1" X 1" X 20' 1 Pc Flat Bar, 1" X 20' 4 Shts Fascia Cover, 0.4mm 1 Box Blind Rivets, 1/8" X 1/2" 50 M Thhn Wire, 3.5mm 2 Pcs Led Bulb, 11w 2 Sets Flourescent Lamp, 18w 5 Sets Convinience Outlet, 2 - Gang 2 Sets Switch , 2 Gang 15 M Flexible Hose, 1 Roll Electrical Tape, Big 1 Set Screen Door, 0.90 X 2.10 1 Set Screen Door, 0.80 X 2.11 7.076 Sq. M Sliding Glass Window W/, 1/4 Thk Brown Glass Alum. Frame 2 Sets Fabricated Door, 2.1m Jamb W/ 1.2m Door 9 M Mosquito Screen 11 Pcs Lattice Moulding, 1/2" X 8' 11 Pcs Lattice Moulding, 3/4" X 8' 1 Kl Concrete Nails 2 Sets Barrel Bolt 1 Unit Billboard W/ Print, 4' X 8'

Details: Description Request For Quotation Small Value Procurement Company Name Address : Please Quote Your Lowest Price On The Item/s Listed Below, Subject To The Terms And Conditions On The Last Page, Stating The Shortest Time Of Delivery And Submit Your Quotation In A Sealed Envelope Duly Signed By You/your Authorized Representative Including Photocopy Of □valid Mayor's Permit □ Income Tax Retun □omnibus Sworn Statement □philgeps Registration No.□pcab License On Or Before Time In Date Of Opening 1:30 Pm ______________________________. Notes: 1. All Entries Must Be Typewritten/printed. 2. Project Duration Is Within (thirty ) 30 Calendar Days From Receipt Of Notice To Proceed 3. Price Validity Shall Be For A Period Of Calendar Days 4. Incomplete Price Quotations Shal L Be Considered Non-responsive And The Concerned Price Offeror Shall Be Automatically Disqualified. 5. Bidders May Submit Their Technical And Financial Eligibility Documents Pursuant To Section 13 2016 Of The Implementing Rules And Regulation Of R.a. 9184 On Or Before The Date Of Bid Opening As Stated Above 6. Notarization Of The Contract Shall Be At The Notary Public Where The Head Of The Procuring Entity Makes A Personal Apperance. To Be Filled - Up By The The Procuring Entity To Be Filled - Up By The Contractor Item No. Item & Description Qty Unit Unit Price Total Price Part Aa Other General Requirements B.5 Project Billboard/ Signboard 1.00 Each Part B Plain And Reinforced Concrete Works 900(1)c2 Structural Concrete For Footing And Slab On Fill 0.78 Cu.m. 902(1) Reinforcing Steel Of Reinforced Concrete Structure 176.40 Kg 903(2) Formworks And Falseworks 3.40 Sq.m. Part C Finishing And Other Civil Works 1013(2) Fabricated Metal Roofing Accessory (ridge Roll) 8.12 M. 1014 Prepainted Metal Sheets (rib Type) 36.81 Sq.m. 1032(1)a Painting Works (masonry Painting) 149.03 Sq.m. 1032(1)b Painting Works (wood Painting) 11.10 Sq.m. 1032(1)c Painting Works (metal Painting) 5.80 Sq.m. 1047(2)a Structural Steel Roof Framing 463.08 Kg X-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x Office: Provincial Auditors Office Total