Municipality Of Consolacion, Cebu Tender

Description 1. The Municipality Of Consolacion, Through The Barangay Fund Intends To Apply The Sum Of Six Hundred Thousand Pesos (p 600,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract Supply Of Materials And Labor For The Construction Of Mini Fish Port At Tugbongan, Consolacion, Cebu. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Municipality Of Consolacion Now Invites Bids For The Above Procurement Project. Completion Of The Works Required Is 60cd. Bidders Should Have Completed A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non- Discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. 4. Interested Bidders May Obtain Further Information From Bac Office, 4th Floor, Municipal Building, Poblacion Oriental, Consolacion, Cebu And Inspect The Bidding Documents At The Address Given Below During Mondays To Fridays From 8:00am To 5:00pm. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On March 14, 2025 To April 7, 2025 From The Given Address And Website/s 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 One Thousand Pesos (p 1000.00). 6. The Municipality Of Consolacion Will Hold A Pre-bid Conference On March 24, 2025 At 02:00 O’clock In The Afternoon At Bac Office, 4th Floor, Municipal Building, Poblacion Oriental, Consolacion, Cebu, Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Bac Office, 4th Floor, Municipal Building, Poblacion Oriental, Consolacion, Cebu On Or Before 10:00 O’clock In The Morning, April 7, 2025. 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 April 7, 2025 At 10:00 O’clock In The Morning At The Given Address Indicated Herein. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. The Municipality Of Consolacion 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. 11. For Further Information, Please Refer To: Sharon Rose Gigremosa Jakhelene C. Tubin Bac Office 4th Floor, Municipal Building Poblacion Oriental, Consolacion, Cebu 268-3736/232-0392 Consolacionbac@gmail.com 12. You May Visit The Following Websites: For Downloading Of Bidding Documents: A. Lguconsolacion.gov.ph Or B. Philgeps Website Atty. Paolo Crispino Sucalit Bac Chairperson I. Item/description : General Requirements Name And Specification Qty. Unit Unit Cost Amount A. Materials A. Project Billboard (including Installation) 1.00 Lot B. Construction Health & Safety Provisions 1.00 Lot Sub-total Of C Total Item I ( General Requirements) Ii. Item/description : Excavation Of Foundation Designation No. Of Person No. Of Days Daily Rate Amount A. Labor A. Project Engineer 1.00 1.00 B. Construction Foreman 1.00 1.00 C. Skilled Workers - C. Unskilled Workers 4.00 1.00 Sub-total Of A Name And Capacity No. Of Equip. No. Of Hrs. Unit Cost Amount B. Equipment Rental A. Excavator/breaker (with .50 Cu.m Bucket) Cap. 15cum/hr. 1.00 4.00 B. 1-bagger Mixer 1.00 - B. Self Loading 1.00 4.00 D. Dump Truck (3cu.m Load) Hauling Of Waste Materials - 3.00 Sub-total Of B Total Item Ii (excavation For Foundation ) Ii. Item/description : Riprapping Works (riprapping Capacity 6.8 Cu.m/day) 35 L.m Designation No. Of Person No. Of Days Daily Rate Amount A. Labor A. Project Engineer 1.00 20.00 B. Construction Foreman 1.00 20.00 C. Skilled Workers 4.00 20.00 D. Unskilled Workers 6.00 20.00 Sub-total Of A Name And Capacity No. Of Equip. No. Of Days Unit Cost Amount B. Equipment Rental A. 1-bagger Mixer 2.00 5.00 - - A. 1-bagger Mixer 1.00 20.00 B. Plate Compactor (gasoline) - 3.00 C. Vibrator - 7.00 D. Gen-set - 3.00 Sub-total Of B Name And Specification Qty. Unit Unit Cost Amount C. Materials A. Portland Cement Type 1 420.00 Bags B. Washed Sand 31.00 Cu.m C. Gravel, 3/4" 11.00 Cu.m D. Boulders (class A) Head Size 117.00 Cu.m D. Def. Bar, 12mm Ø X 6m, Std. - Lengths C. Gravel, 3/4" (for Bedding) - Cu.m D. Chb, # 4" - Pcs. E. 2" Pvc (series 1000) 22.00 Lengths F. Anapog (approved Source) - Cu.m F. Fabricated Steel Gate - Unit G. Red Lead Primer - Gal. H. Paint Thinner - Gal. I. Quick Dry Enamel (approved Color) - Gal. J. Paint Brush, 2" - Pcs. K. Paint Brush, 1" - Pcs. L. Paint Tray Pcs. F. Coco Lumber 2"x2"x10" 100.00 Bd.ft G. Coco Lumber 2"x3"x10" 150.00 Bd.ft H. Cwn No.3 5.00 Kgs. I. Cwn No.1 1/2 2.00 Kgs. H. Assorted Nails - Kgs. I. Cut-off Blade, 12" - Pcs. Sub-total Of C Total Item Iii (riprapping Works) Iv. Item/description : Road Concreting (6m X 0.20m Thick X 20 Meters) Designation No. Of Person No. Of Days Daily Rate Amount A. Labor A. Project Engineer - 7.00 B. Construction Foreman - 7.00 C. Skilled Workers - 7.00 D. Unskilled Workers - 7.00 Sub-total Of A - Name And Capacity No. Of Equip. No. Of Days Unit Cost Amount B. Equipment Rental A. Vibrator - 2.00 - B. Concrete Cutter (gasoline) - 2.00 - C. Steel Form (0.20m X 6m) - 2.00 - D. Road Roller 10 Tonner - 2.00 - E. Welding Machine - 2.00 - Sub-total Of B - Name And Specification Qty. Unit Unit Cost Amount C. Materials A. Ready Mix Concrete, 3,500psi @ 7days, 3/4" Gravel - Bags - B. Def. Bar, 16mm Ø X 6m, Std. - Lengths - C. Asphalt Sealant - Kgs. - D. Diorite - Cu.m - E. G.i. Pipe, 100mmø X 6m, Sch. 40 - Lengths - F. Welding Rod - Kgs. - Sub-total Of C - Total Item Iv (road Concreting (6m X 0.20m Thick X 20 Meters) - Labor Cost (excavation) - Equipment Rental Material Cost Labor Cost Direct Cost Mobilization/demobilization 0.00% - Overhead Cost 0.00% - Ocm 6.65% Profit 8.00% Tax 5.00% Indirect Cost Total Project Cost