Municipality Of Alcantara, Cebu Tender

Description Republic Of The Philippines Province Of Cebu Municipality Of Alcantara Standard Form Number: Sf-infr-05 Revised On: Invitation To Apply For Eligibility And To Bid The Municipality Of Alcantara, Through Its Bids And Awards Committee (bac), Invites Suppliers/manufacturers/contractors To Apply For Eligibility And To Bid For The Hereunder Project. Source Of Fund : General Fund 20% Df 2025 Name Of Project : Construction Of Concrete Road At Road 46 ( Candabong Road Junction Meset Tomarong) Brgy Candabong Location : Barangay Candabong , Alcantara Cebu Brief Description : Supply Of Labor Materials And Equipment For The Construction Of Concrete Road At Road 46 Abc : Php 2,000,000.00 Contract Duration : 45 Calendar Days Prospective Bidders Should Have Experience In Undertaking Similar Project Within Last 2 Years With An Amount At Least 50% Of The Proposed Project For Bidding, And Have Key Personnel And Equipment (listed In The Eligibility Forms) Available For The Prosecution Of The Contract. Prospective Bidder Should Have A Good Standing In Terms Of Project Implementation , No Pending / Delays Project Implementation. The Bac Will Use Non Discretonary Pass/fall Criteria In The Eligibility Check/screening As Well As The Preliminary Examination Of Bids. The Bac Will Conduct Post-qualification Of The Lowest Calculated Bid. All Particulars Relative To Eligibility Statement And Screening, Bid Security, Performance Security, Pre-bidding Conference, Evaluation Of Bids, Post-qualification And Award Of Contract Shall Be Governed By The Pertinent Provissions Of R.a. 9184 And Its Implementing Rules And Regulation (irr). The Schedule Of Bac Activities Is As Follows: Bac Activities Schedule 1. Submission Of Letters Of Intent And Application For Eligibility January 6 - 27, 2025 2. Submission Of Eligibility Requirements January 6 - 27, 2025 3. Issuance Of Bid Documents January 6 - 27, 2025 4. Pre-bid Conference January 13, 2025 2 Pm 5. Opening Of Bids January 27, 2025 6. Bid Evaluation January 28, 2025 7. Post Qualification January 30, 2025 8. Notice Of Award February 4, 2025 The Bac Will Issue Bidding Documents Only To Bidders Declared By The Bac To Be Eligible For The Bidding Upon Payment Of A Non-refundable Amount That Shall Correspond To The Abc As Indicated In The Table From General Guidelines On The Sale Of Bidding Document And To Paid To The Municipal Treasurer Of Alcantara Cebu The Municipality Of Alcantara Assumes No Responsibility Whatsoever To Compensate Or Indemnity Bidders For Any Expenses Incurred In The Preparation Of Their Bids. Approved By: Dates Of Publication: Engr. Arturo M. Palencia Newspaper: Bac Chairperson Philgeps January 3, 2024 Republic Of The Philippines Province Of Cebu Municipality Of Alcantara Program Of Works Name Of Project : Construction Of Concrete Road At Road 46 ( Candabong Road Junction Meset Tomaromg ) Barangay Candabong 316 Lm X 3m Wide X 0.15 M Thk , 3000psi G/1 At 28 Days Direct Pouring Location : Barangay Polo, Alcantara Cebu Mode Of Implementation : Straight Contract Source Of Fund : Gen Fund 20% Df 2025 Duration : 45 Calendar Days Aip Reference Code / Account Code : 1-07-03-010 Equipment : Backhoe,dumptruck, Power Tools Approved Budget For The Contract : Php 2,000,000.00 Technical Personnel : Leadman, Skilled, Unskilled # Item / Description Qty Unit Material Cost Labor Cost Equipment Cost "ocm 15% Of Dc" "profit 10% Of Dc" "taxes (5%of Dc+ocm+profit )" Total A Genaral Requirements I Safety Equipment 1 Lot 4,000.00 Ii Mobilization/demobilization 1 Lot 10,000.00 Iii Temporary Facility 1 Lot 10,000.00 Iv Billboard 1 Unit 3,088.18 B Road Construction I Road Clearing 1264 Sq.m. 3,000.00 28,800.00 3,180.00 3,180.00 1,908.00 40,068.00 Ii Base Preparation 64 Cu.m. 128,000.00 38,400.00 24,000.00 19,040.00 19,040.00 11,424.00 239,904.00 Iii Formworks 1056 Bd Ft 37,710.00 11,313.00 4,902.30 4,902.30 2,941.38 61,768.98 Iv Steel Bar 600 Kl 26,000.00 7,800.00 1,500.00 3,530.00 3,530.00 1,783.00 44,143.00 V Concrete Pavement - 316lmx4mx0.15m Thk 3000psi G/1 @ 28 Days Direct Pouring 142.2 Cu.m. 846,480.00 253,944.00 75,000.00 117,542.40 117,542.40 70,525.44 1,481,034.24 Vi Road Shouldering - 0.30x0.15x316x2 Facex1.1cf 32 Cu.m. 64,000.00 19,200.00 960.00 8,416.00 8,416.00 5,001.60 105,993.60 Total Project Cost 1,102,190.00 333,657.00 130,260.00 156,610.70 156,610.70 93,583.42 2,000,000.00 Prepared By : Ok As To Appropriation Fund Availability : Approved By : Engr. Arturo M. Palencia Karen B. Lisondra Edison Incipido Atty. Fritz A. Lastimoso Municipal Engineer Municipal Budget Officer Municipal Treasurer Municipal Mayor Republic Of The Philippines Province Of Cebu Municipality Of Alcantara Detailed Cost Estimate Name Of Project : Construction Of Concrete Road At Road 46 ( Candabong Road Junction Meset Tomaromg ) Barangay Candabong 316 Lm X 3m Wide X 0.15 M Thk , 3000psi G/1 At 28 Days Direct Pouring Location : Barangay Candabong Alcantara Cebu Source Of Fund : Gen Fund 20% Df 2025 Aip Reference Code / Account Code : 1-07-03-010 Allocation : Php 2,000,000.00 # Item / Description Unit Qty Unit Cost Amount Total A Genaral Requirements Safety Equipment Lot 1 4,000.00 4,000.00 Mobilization/demobilization Lot 1 10,000.00 10,000.00 Temporary Facility Lot 1 10,000.00 10,000.00 Bill Board Unit 1 3,088.18 3,088.18 Sub Total 27,088.18 B Road Construction I Road Clearing Sq.m. 1264 31.70 Material Cost - Limestone Labor 2 3 500.00 3,000.00 3,000.00 Equiment Cost ( Ec ) 28,800.00 Backhoe Day 3 9,600.00 28,800.00 Ocm ( 10% Of Mc+lc+ec ) 0.1 31,800.00 3,180.00 3,180.00 Profit (10% Of Mc+lc+ec ) 0.1 31,800.00 3,180.00 3,180.00 Vat ( 5% Of (mc+lc+ec+ocm+p ) 0.05 38,160.00 1,908.00 1,908.00 Sub Total ( Item I ) 40,068.00 Ii Base Preparation Cu.m. 64 3,748.500000 Material Cost 128,000.00 Limestone Cu.m. 64 2,000.00 128,000.00 Labor ( 30% Of Mc ) 0.3 128,000.00 38,400.00 38,400.00 Equiment Cost ( Ec ) 24,000.00 Compactor - 0ne Tonner Day 6 2,000.00 12,000.00 Road Grader Day 2 6,000.00 12,000.00 Ocm ( 10% Of Mc+lc+ec ) 0.1 190,400.00 19,040.00 19,040.00 Profit (10% Of Mc+lc+ec ) 0.1 190,400.00 19,040.00 19,040.00 Vat ( 5% Of (mc+lc+ec+ocm+p ) 0.05 228,480.00 11,424.00 11,424.00 Sub Total ( Item Ii) 239,904.00 Iii Formworks Bd Ft 1056 58.493352 Material Cost 37,710.00 Coco Lumber 2x6x8 Pcs 132 280.00 36,960.00 Common Nail ( # 2-1/2 X # 4 ) Kl 10 75.00 750.00 Labor ( 30% Of Mc ) 0.3 37,710.00 11,313.00 11,313.00 Ocm ( 10% Of Mc+lc+ec ) 0.1 49,023.00 4,902.30 4,902.30 Profit (10% Of Mc+lc+ec ) 0.1 49,023.00 4,902.30 4,902.30 Vat ( 5% Of (mc+lc+ec+ocm+p ) 0.05 58,827.60 2,941.38 2,941.38 Sub Total ( Item Iii) 61,768.98 Page 1 Of 2 # Item / Description Unit Qty Unit Cost Amount Total Iv Steel Bar Kl 600 73.57 Material Cost 26,000.00 Deformed Bar 12mm X 6m Pcs 80 260.00 20,800.00 Round Bar 12mmx 6m Pcs 20 260.00 5,200.00 Equipment Cost Cut Off Machine Day 3 500.00 1,500.00 1,500.00 Labor ( 30% Of Mc ) 0.3 26,000.00 7,800.00 7,800.00 Ocm ( 10% Of Mc+ec+lc ) 0.1 35,300.00 3,530.00 3,530.00 Profit (10% Of Mc+ec+lc ) 0.1 35,300.00 3,530.00 3,530.00 Vat ( 5% Of Mc+lc+ec+p+ocm ) 0.05 35,660.00 1,783.00 1,783.00 Sub Total ( Item Iv ) 44,143.00 V Concrete Pavement - 316lmx3mx0.15m Thk 3000psi G/1 @ 28 Days Direct Pouring Cu.m. 142.2 10,415.15 Material Cost 846,480.00 Portland Cement Bags 1422 260.00 369,720.00 Washed Sand Cu.m. 71.1 2,200.00 156,420.00 G/ 1 Aggregates Cu.m. 142.2 2,200.00 312,840.00 Water Cu.m. 30 250.00 7,500.00 Labor ( 30% Of Mc ) 0.3 846,480.00 253,944.00 253,944.00 Equipment 75,000.00 One Bagger Mixer With Fuel Day 30 2,500.00 75,000.00 Ocm ( 10% Of Mc+lc+ec ) 0.1 1,175,424.00 117,542.40 117,542.40 Profit (10% Of Mc+lc+ec ) 0.1 1,175,424.00 117,542.40 117,542.40 Vat ( 5% Of Mc+lc+ec+p+ocm ) 0.05 1,410,508.80 70,525.44 70,525.44 Sub Total ( Item V) 1,481,034.24 V Road Shouldering - 0.30x0.15x316x2x1.1 Cu.m. 32 3,312.30 V.1 Material Cost 64,000.00 Limestone Cu.m. 32 2,000.00 64,000.00 Labor ( 30% Of Mc ) 0.3 64,000.00 19,200.00 19,200.00 Equipment Cost 0.05 19,200.00 960.00 960.00 Ocm ( 10% Of Mc+lc+ec ) 0.1 84,160.00 8,416.00 8,416.00 Profit (10% Of Mc+lc+ec ) 0.1 84,160.00 8,416.00 8,416.00 Vat ( 5% Of (mc+lc+ec+p+ocm ) 0.05 100,032.00 5,001.60 5,001.60 Sub Total ( Item V ) 105,993.60 Total Project Cost 2,000,000.00 Prepared By : Ok As To Appropriation Approved By : Engr. Arturo M. Palencia Karen B. Lisondra Atty Fritz A. Lastimoso Municipal Engineer Municipal Budget Officer Municipal Mayor