Crane Tenders

Details: Request For Information (rfi) naval Facilities Engineering Systems Command(navfac) Engineering And Expeditionary Warfare Center(exwc) equipment Services Support (ess) Contracted Maintenance And Repair Contract At Naval Station Rota, Spain this Rfi Is Issued Solely For The Purposes Of Obtaining Information Not Readily Available To The Government For Planning Purposes, In Accordance With Far 15.201(e). It Does Not Constitute A Request For Proposal (rfp) Or A Promise To Issue An Rfp For Any Particular Supplies Or Services In The Future. Furthermore, The Government Is Not At This Time Seeking Proposals And Will Not Accept Unsolicited Proposals. Responders Are Advised That The Government Will Not Pay For Any Information Or Administrative Costs Incurred In Response To This Rfi; All Costs Associated With Responding To This Rfi Will Be Solely At The Interested Party’s Expense. all Interested Parties (small, Medium, And Large Businesses Concerns) Are Invited To Submit A Response. In Addition To The Information Requested By The Government, Interested Parties Are Encouraged To Provide Any Other Information They Deem Relevant. the Naval Facilities (navfac) Engineering And Expeditionary Warfare Center (exwc) Has A Potential Requirement For A Firm Fixed Priced, Indefinite Delivery Indefinite Quantity (idiq) To Establish An Equipment Services Support (ess) Maintenance And Repair Contract At Naval Station Rota, Spain (navsta Rota) With A 60-month Ordering Period. Exwc Is Conducting Market Research To Determine The Range Of Available Contractors And Assess Their Capabilities To Support The Navy’s Maintenance And Repair Support Contract On Navsta Rota. The Intent Of This Ess Contract Is To Have One Or More Contractors Provide Intermediate And Depot Level Maintenance And Repair Services On Naval Expeditionary Equipment Assets Located At Navsta Rota. This Support Would Include: Inspections, Maintenance, Refurbishment, Repairs, Upgrades, Modernization, And Modifications Provided To Support Of The Naval Construction Equipment And Support Vehicles That Have Deteriorated (to Various Degrees) Into A Defective, Damaged, Or Reduced Operational Condition. the Government Plans To Award The Contracted Maintenance And Repair Contract Under One Of The Following Naics Codes: 811310: Commercial And Industrial Machinery And Equipment (except Automotive And Electronic) Repair And Maintenance the Government Intends To Allow Award Of Fixed-price Task Orders Under This Idiq Contract.the Period Of Performance Or Delivery Dates For Task Orders Will Be Determined At The Individual Task Order Level. location Of Work. If Implemented, It Is Anticipated At This Time That Some Portion Of The Work Would Be Performed At The Designated Repair Facility And/or At Other Locations On Navsta Rota. Although Subject To Change, The Following Provides An Overview Of The Current Location Strategy. maintenance And Repair Services annual Safety Inspections (avsi) perform Pre-operational Checks perform Services In Accordance With Manufacturers Recommended Specifications troubleshoot Automotive And Equipment Mechanical Andelectrical Issues cycling Of Equipment spot Checks load Testing Of Generators replacement Of Tires container Repair vehicle And Equipment Restoration diesel Engine Repair transmission And Drive Train Repair repair And/or The Individual Replacement Of Automotiveand Equipment Mechanical And Electrical Parts/devices replacement Of Body Components. ability To Source Original Equipment Manufacturer Parts; And If Required, After Market Equivalents, Rebuilt, Orused Suitable Substitutes size Of Scope. If Implemented, The Contractor Would Be Responsible For Inspections, Maintenance, And Repair Of Naval Construction Equipment And Support Vehicles. Currently There Are Approximately 650 Individual Pieces Of Naval Construction Equipment And Support Vehicles Assigned To Naval Expeditionary Forces That Potentially Could Be Supported By The Maintenance And Repair Program. equipment Range. The Following List Is Intended To Provide A Small Sample Of Naval Construction Equipment And Support Vehicles That May Be Included In The Maintenance And Repair Program; It Is Not Intended To Be An All-inclusive List. Naval Construction Equipment Is Composed Of A Mixture Of Civil Engineering Support Equipment (cese), Material Handling Equipment (mhe), Weight Handling Equipment (whe), A Variety Of Support Equipment. The Exact Make-up Of Equipment Make, Model, And Type Will Change Over Time Based On The Needs Of The Navy. (1) Automotive Vehicles (e.g. Trucks, Truck Tractors, Buses, Etc.) (2) Heavy And Light Construction Equipment (includes Motorized And Non-motorized Equipment) (3) Material Handling Equipment (e.g. Forklifts, Tele-handlers, Container Handlers, Etc.) (4) Weight Handling Equipment (i.e. Cranes) (5) Specialized Construction Support Equipment (e.g.light Plants, Air Compressors, Portable Welders, Etc.) (6) Power Support Equipment (i.e. Generators, Ecu(environmental Control Units), Portable Power Panels,etc.) (7) Trailers (e.g. Towable, Fifth-wheel, Etc.) (8) International Standard Organization (iso) Shippingcontainer ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ the Government Will Not Award A Contract On The Basis Of This Rfi And Will Not Reimburse Or Otherwise Pay For Any Information Received.this Rfi Is Issued For The Purpose Of Encouraging Communication And Exchanges Of Information Between The Government And Interested Parties. Responses To This Request Are Voluntary And The Government Will Not Pay Any Direct Or Indirect Costs For Any Information Or Materials Received In Response To This Rfi. Information Received In Response To This Rfi May Be Used To Structure Future Solicitations. All Responses Received May Be Held For An Extended Period Of Time Or Destroyed. In No Case Will Any Responses To This Rfi Be Returned To The Originator Or Information Submitted Shared With Any Other Respondents. Respondents Will Not Be Notified Of The Results Of The Market Research, Nor Will The Government Provide Feedback To Respondents With Respect To Any Information Submitted Under This Rfi.proprietary Data Shall Not Be Submitted. an Award Will Not Be Made Based On Any Information Or Offers Received In Response To This Notice. Not Responding To This Rfi Does Not Preclude Participation In Any Future Rfp, If Any Is Issued. If A Solicitation Is Released, It Will Be Synopsized On The System For Award Management (sam) Website. It Is The Responsibility Of The Potential Offerors To Monitor Those Sites For Additional Information Pertaining To This Requirement. please Provide Comments Or Questions Regarding The Proposed Strategic Service Contract Described In This Rfi. one Electronically Submitted Response Shall Be Received No Later Than 5:00pm Eastern Time On 08 November 2024 And Reference: Equipment Services Support (ess) Contracted Maintenance And Repair Contract At Naval Station Rota, Spain. submissions Should Be Limited To Ten Megabytes Or Less; And In A Format Compatible With Microsoft Office Or Adobe Pdf, And Includeattachment 1: Corporate Background Information Questionnaire interested Businesses Shall Submit Responses By Email To Desiree E. Garcia At Desiree.e,garcia9.civ@us.navy.mil And Jake O. Blas, Jake.o.blas.civ@us.navy.mil. Please Submit All Written Questions By Email To Desiree E. Garcia And Jake O. Blas. No Phone Or Email Solicitations With Regards To The Status Of Any Subsequent Rfp Will Be Accepted Prior To Its Release.

Details: Description The Municipality Of Sibonga, Through The General Fund Fy 2024 Intends To Apply The Sum Of One Million One Hundred Fifty-five Thousand Six Hundred Ninety Pesos Only (1,155,690.00), Bidding For The Supply & Delivery Of Spare Parts & Lubricants For The Repair & Maintenance Of Municipal Vehicles & Heavy Equipments, Being The Approved Budget For The Contract (abc) To Payment Under The Contract For Each Lot. Bids Received In Excess Of The Abc For Each Lot Shall Be Automatically Rejected At Bid Opening. Item Description Quantity Unit 1. Pr# 647-024 Vehicle: Dump Truck (sfs-537) - Abc: 87,335.00 1. Upper Radiator Hose 1 Pc 2. Hose Connector # 8 2 Pcs 3. Hose Connector # 10 2 Pcs 4. Hose Connector # 12 2 Pcs 5. Brake Fluid 2 Liters 6. Insulator Cowl 2 Pcs 7. Engine Support 2 Pcs 8. Engine Oil 15w40 2 Pails 9. Oil Filter No-358 1 Pc 10. Fuel Filter Ef-314 1 Pc 11. Transmission Support 2 Pcs 12. Tire Flap # 20 5 Pcs 13. Inner Tube 5 Pcs 14. Brake Fluid 1 Liter 15. Tire 10.00 X 20 With Tubes & Flaps 2 Pcs 16. Bolt With Nut 3” 4 Pcs 17. Bolt With Nut 6” 8 Pcs 2. Pr# 648-024 Vehicle: Mazda Red (uv7r992) - Abc: 35,800.00 1. Atf 2 Liters 2. Engine Oil 15w40 8 Gallons 3. Tire 14 X 195r14 2 Pcs 4. Sealed Beam 6052 2 Pcs 5. Oil Filter C-412 1 Pc 6. Fuel Filter Fc-319 1 Pc 7. Wheel Cylinder Assembly 1 Pc 8. Oil Seal 35/58/10 1 Pc 9. Brake Fluid 4 Liters 10. Engine Oil 15w40 2 Liters 3. Pr# 649-024 Vehicle: Dump Truck (sfs-547) - Abc: 80,965.00 1. Engine Oil 15w40 1 Pail 2. Fuel Filter F-314 1 Pc 3. Oil Filter O-358 1 Pc 4. Tire Flap # 20 2 Pcs 5. Clutch Booster Assembly 2 Pcs 6. Brake Fluid 4 Liters 7. Tire 10.00 X 20 With Tubes & Flaps 2 Sets 8. Rubber Cap 55.56mm 8 Pcs 4. Pr# 650-024 Vehicle: Backhoe (pw-170) - Abc: 32,500.00 1. Oil Filter Eo-504 2 Pcs 2. Fuel Filter P551804 1 Pc 3. Fuel Filter P550774 1 Pc 4. Hydraulic Oil / Oil 10 6 Pails 5. Pr# 651-024 Vehicle: Boom Crane - Abc: 75,490.00 1. Auto Wire # 16 1 Roll 2. Brake Fluid 6 Liters 3. Gear Oil 1 Gallon 4. Tire 750 X 16 With Tubes & Flaps 4 Sets 5. Hydraulic Hose Fabricate 3/8 X 21”x 100 1 Pc 6. Hydraulic Oil / Oil 10 1 Pail 7. Clutch Hose Assembly 1 Pc 6. Pr# 652-024 Vehicle: Backhoe (428-b) - Abc: 38,735.00 1. Oil Filter P552564 1 Pc 2. Fuel Filter P551429 1 Pc 3. Engine Oil 15w40 3 Pails 4. Hydraulic Oil / Oil 10 3 Pails 7. Pr# 653-024 Vehicle: Grader (511-a) - Abc: 174,990.00 1. Engine Oil 15w40 2 Pails 2. Hydraulic Oil / Oil 10 7 Pails 3. Tire 14.00 X 24 16pr With Tubes & Flaps 2 Sets 4. Packing Seal 1 Pc 5. Oil Seal 45-57-2/10 1 Pc 6. Air Filter Fabricate 1 Pc 7. Inner Tube 14.00 X 24 2 Pcs 8. Pr# 654-024 Vehicle: Mahindra - Abc: 48,810.00 1. Engine Oil 15w40 15 Liters 2. Oil Filter P550934 4 Pcs 3. Fuel Filter P550860 6 Pcs 4. Engine Oil 15w40 2 Gallons 5. Radiator Coolant 2 Liters 6. Brake Fluid 2 Liters 7. Upper Ball Joint 2 Pcs 8. Brake Pad 1 Set 9. Pr# 655-024 Vehicle: Nissan Urvan (f4t-885) - Abc: 46,980.00 1. Primary Fuel Filter Fc-235 1 Pc 2. Secondary Fuel Filter 16400-es60a 1 Pc 3. Tire 195r15 4 Pcs 4. Radiator Coolant 1 Liters 5. Engine Oil Synthetic 5w40 3 Liters 6. Brake Fluid 1 Liter 7. Battery N70l Maintenance Free 1 Pc 10. Pr# 656-024 Vehicle: Rescue Pick-up (p4m721) - Abc: 26,500.00 1. Oil Filter C-111 3 Pcs 2. Fuel Filter 23390-0l070 2 Pcs 3. Battery N70l Maintenance Free 1 Pc 4. Engine Oil 5w40 Synthetic 15 Liters 5. Radiator Coolant 1 Gallon 11. Pr# 657-024 Vehicle: Water Truck (shm-403) - Abc: 21,715.00 1. Battery N70l Maintenance Free 2 Pcs 2. Oil Filter C-503 1 Pc 3. Fuel Filter Fc-317 1 Pc 4. Engine Oil 15w40 3 Gallons 5. Brake Fluid 1 Liter 12. Pr# 658-024 Vehicle: Mini Dump Truck (sjk-870) - Abc: 120,385.00 1. Engine Oil 15w40 6 Gallons 2. Brake Fluid 7 Liters 3. Oil Filter C-2403 2 Pcs 4. Oil Cooler Cover 1 Pc 5. Silicon Gasket Big 1 Pc 6. Injection Pump Calibration 1 Set 7. Magnetic Switch 1 Pc 8. Alternator Hose 1 Pc 9. Battery N70l Maintenance Free 1 Pc 10. Engine Oil 15w40 9 Liters 11. Tire 700 X 15 With Tubes & Flaps 2 Sets 12. Alternator Hose Repair 1 Pc 13. Front Wheel Rubber Cap 4 Pcs 14. Rear Wheel Rubber Cap 8 Pcs 13. Pr# 659-024 Vehicle: Doh Ambulance (fol-336) - Abc: 83,880.00 1. Oil Filter C-206 3 Pcs 2. Fuel Filter Fc-235 3 Pcs 3. Air Cleaner Af-334 3 Pcs 4. Engine Oil 5w40 Synthetic 2 Gallons 5. Brake Pad Db-1769 1 Set 6. Chamois (soft) 1 Pc 7. Tire 195r15 With Tubes & Flaps 5 Sets 8. Turbo Hose (genuine) 1 Pc 9. Shock Absorber Bushing 1 Pc 10. Stabilizer Link 3 Pcs 11. Fuel Filter Fc-23516400-es60a 1 Pc 12. Brake Fluid 1 Liter 13. Engine Oil 5w40 Synthetic 9 Liters 14. Pr# 660-024 Vehicle: Mini Dump Truck (skl-285) - Abc: 39,340.00 1. Cross Bearing 1 Pc 2. Brake Fluid 6 Liter 3. Engine Oil 15w40 1 Gallon 4. Rubber Cap 1 1/8 4 Pcs 5. Bypass Hose 6881 1 Pc 6. Prining Pump 1 Pc 7. Hydraulic Oil / Oil 10 1 Pail 8. Battery N70l Maintenance Free 1 Pc 9. Battery Clamp 4 Pcs 10. Horn 24v 1 Pc 11. Horn Relay 24v 1 Pc 12. Socket Relay 1 Pc 13. Tire Flap 825 X 20 4 Pcs 14. Engine Oil 15w40 1 Gallon 15. Propeller Yolk Assembly 1 Set 16. Inner Hub Oil Seal 1 Pc 17. Rubber Cap 4 Pcs 15. Pr# 661-024 Vehicle: Utility Van (skf-520) - Abc: 52,700.00 1. Brake Fluid 2 Liters 2. Engine Oil 15w40 11 Gallons 3. Feed Pump Assembly 1 Pc 4. Cross Wrench 1 Pc 5. Engine Oil 15w40 19 Liters 6. Atf 5 Liters 7. Oil Filter C-306 1 Pc 8. Fuel Filter Fc-317 1 Pc 9. Brake Master 1 Pc 10. Battery N70l Maintenance Free 1 Pc 11. Glow Plug 4 Pcs 12. Atf 2 Gallons 13. Caliper Piston 1 Pc 14. Caliper Kit 1 Set 15. Cross Bearing 1 Pc 16. Pr# 662-024 Vehicle: Toyota Hilux (s2x778) - Abc: 67,400.00 1. Battery N70l Maintenance Free 2 Pcs 2. Tire 205 X 70r15 4 Pcs 3. Fuel Filter 23390-0l070 4 Pcs 4. Engine Oil 15w40 7 Liters 5. Oil Filter C-111 3 Pcs 6. Fully Synthetic Oil 16 Liters 7. Brake Fluid 1 Pc 17. Pr# 663-024 Vehicle: Boom Truck (skg-894) - Abc: 122,165.00 1. Repair Kit Brake Master 1 Set 2. Brake Fluid 8 Liters 3. Hose Clamp 2 Pcs 4. Steering Wheel Cover 1 Pc 5. Engine Oil 15w40 6 Gallons 6. Tire 700 X 15 With Tubes & Flaps 5 Sets 7. Fuse 15 Amp 15 Pcs 8. Fuse 20 Amp 10 Pcs 9. Hydraulic Oil / Oil 10 6 Pails 10. Gear Oil 7 Liters 11. Head Light Frame 2 Pcs 12. Plastic Steel Epoxy 1 Pc 13. Battery N70l Maintenance Free 1 Pc 14. Tail Light Lh & Rh 2 Pcs 15. Side Corner Light 2 Pcs 16. Horn Relay With Socket 1 Set 17. Side Mirror 1 Set 18. Oil Filter C-408 1 Pc 19. Clutch Booster Piston 1 Set 20. Engine Oil 15w40 1 Liter 21. Bearing 1 Pc 22. Oil Seal 1 Pc 23. Atf 2 Gallons 24. Power Steering Hose 1 Pc The Municipality Of Sibonga Now Invites Bids For The Above Procurement Project. Delivery Of The Goods Is Required Forty-five (45) Calendar Days. Bidders Should Have Completed, Within Two (2) 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 Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184 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 Right Or Privileges To Filipino Citizens, Pursuant To Ra No. 5183. Prospective Bidders May Obtain Further Information From The Municipality Of Sibonga And Inspect The Bidding Documents Or One May Call The Secretariat At (032) 486-0551 From Monday To Friday 8:00 A.m To 5:00 P.m. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On November 14 – December 10, 2024 At The Municipality Of Sibonga, Poblacion, Sibonga, Cebu And Upon Payment Of A Nonrefundable Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Php. 5,000.00 To The Municipal Treasurer’s Office. The Municipality Of Sibonga Will Hold A Pre-bid Conference On November 25, 2024 (10:00 A.m) At Multi-purpose Building, Bac Office, Poblacion, Sibonga, Cebu Which Shall Be Open To Prospective Bidders. 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. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Municipality Of Sibonga, Poblacion, Sibonga, Cebu On Or Before December 10, 2024 (10:00 A.m). Late Bids Shall Not Be Accepted. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 14. Bid Opening Shall Be On December 10, 2024 (10:00 A.m) At Multi-purpose Building, Bac Office, Poblacion, Sibonga, Cebu. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. The Municipality Of Sibonga 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 35.6 And 41 Of The 2016 Revised Irr Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Of Bidders

Details: Description The City Government Of Davao Now Invites Bidders For The Projects Under Batch 13-2024 As Listed Below. The Prospective Bidder Must Have Completed A Single Largest Contract Cost (slcc) That Is Similar To The Contract To Be Bid, And Whose Value, Adjusted To Current Prices Using The Psa Consumer Price Indices, Must Be At Least Fifty Percent (50%) Of The Abc To Be Bid: Provided, However, That Contractors Under Small A And B Categories Without Similar Experience On The Contract To Bid May Be Allowed To Bid If The Cost Of Such Contract Is Not More Than The Allowable Range Of Contract Cost (arcc) Of Their Registration Based On The Guidelines As Prescribed By The Pcab And Section 23.4.2.4 Of The 2016 Revised Irr Of Ra 9184 Updated As Of April 15, 2024. Moreover, A Contract Shall Be Considered "similar" To The Contract To The Bid If It Has The Same Major Categories Of Work. B13-2024-01 Project Title: Road Opening With Concreting Located At Purok Pag-ibig, Purok Salome, Purok Masaya To Purok Pagbabago, Brgy. Saloy, Calinan District (phase 2) Source Of Fund: Adf, Cy 2024 (24102) Approved Budget For The Contract: Php 160,000,000.00 Project Duration: 540 Calendar Days Pcab License: Road Medium B Cost Of Tender Documents: Php 50,000.00 Minimum Equipment Requirements: 1 Unit Hydraulic Excavator (0.80 Cu.m) 1 Unit Concrete Mixer (1-bagger) 1 Unit Bulldozer, D6h Series Ii Psds/dd 1 Unit Concrete Vibrator 1 Unit Motorized Road Grader (140hp), G710a 1 Unit Concrete Saw 1 Unit Vibratory Roller (10mt), Sd100dc 1 Unit Handroller Vibratory 1 Unit Dumptruck 5 Cu.m. Cap. 1 Unit Bar Cutter 1 Unit Hydraulic Excavator (0.80 Cu.m) W/ Breaker 2 Units Chainsaw 1 Unit Boomtruck 1 Unit Water Truck 1 Unit Payloader 1 Unit Tm Crane 86 Units Steel Forms 1 Unit Generator Set 1 Unit Vibratory Hammer B13-2024-02 Project Title: Construction Of Farm To Market Road From Purok 8 Gulansing To Sitio Kinse-kinse Proper, Brgy. Salapawan, Paquibato District Source Of Fund: Adf Cy 2024 (24094) Approved Budget For The Contract: Php 130,000,000.00 Project Duration: 540 Calendar Days Pcab License: Road Medium A Cost Of Tender Documents: Php 50,000.00 Minimum Equipment Requirements: 1 Unit Hydraulic Excavator (0.80 Cu.m) 1 Unit Payloader 1 Unit Bulldozer, D6h Series Ii Psds/dd 88 Units Steel Forms 1 Unit Motorized Road Grader (140hp), G710a 1 Unit Concrete Mixer (1-bagger) 1 Unit Vibratory Roller (10mt), Sd100dc 1 Unit Concrete Vibrator 1 Unit Hydraulic Excavator (0.80 Cu.m) W/ Breaker 1 Unit Concrete Saw 1 Unit Dumptruck 5 Cu.m. Cap. 1 Unit Handroller Vibratory 1 Unit Dumptruck 10 Cu.m Cap. 1 Unit Bar Cutter 1 Unit Boomtruck B13-2024-03 Project Title: Road Concreting With Drainage System From P-8 Puting Bato To Sitio Namnam, Brgy. Baganihan, Marilog District (with 2 Bridge Component) Source Of Fund: Adf , Cy 2024 (24104) Approved Budget For The Contract: Php 65,000,000.00 Project Duration: 300 Calendar Days Pcab License: Road/ Flood Control Medium A Cost Of Tender Documents: Php 50,000.00 Minimum Equipment Requirements: 88 Units Steel Forms 1 Unit Water Truck 1 Unit Bulldozer, D6h Series Ii Psds/dd 2 Units Concrete Mixer (1-bagger) 1 Unit Hydraulic Excavator (0.8 Cu.m) 1 Unit Concrete Vibrator 1 Unit Motorized Road Grader (140hp), G710a 1 Unit Concrete Saw 1 Unit Vibratory Roller (10mt), Sd100dc 1 Unit Handroller Vibratory 2 Units Dumptruck (12 Cu.yd) 1 Unit Bar Cutter 1 Units Payloader (1.5 Cu. M) B13-2024-04 Project Title: Road Concreting And Drainage System At Purok 1-c, Brgy. Talomo River, Calinan District Source Of Fund: Df, Sb1, Cy 2023 (23250) Approved Budget For The Contract: Php 30,000,000.00 Project Duration: 240 Calendar Days Pcab License: Road/ Flood Control Medium A Cost Of Tender Documents: Php 25,000.00 Minimum Equipment Requirements: 1 Unit Jackhammer W/ Air Compressor 1 Unit Handroller 1 Unit Dumptruck 5 Cu.m. 1 Unit Concrete Vibrator 1 Unit Backhoe Pc - 60 1 Unit Concrete Saw 1 Unit 10w Dumptruck 1 Unit Bar Cutter 1 Unit Road Grader 88 Units Steel Forms 1 Unit Road Roller 1 Unit One Bagger Concrete Mixer 1 Unit Payloader B13-2024-05 Project Title:construction Of Farm To Market Road At Purok Olaniag To Purok Kibilog, Brgy. Mapula, Paquibato District (phase 3) Source Of Fund: Adf Cy2024 (24095) Approved Budget For The Contract: Php 24,000,000.00 Project Duration: 300 Calendar Days Pcab License: Road Small B Cost Of Tender Documents: Php 25,000.00 Minimum Equipment Requirements: 1 Unit Dumptruck 5 Cu.m. Cap. 1 Unit Water Truck/pump (16000l) 1 Unit Chainsaw 2 Units Handroller 2t Vibratory 1 Unit Hydraulic Backhoe (0.80 Cu.m.) 2 Units Concrete Vibrator 1 Unit Bulldozer, D6h Series Ii Psds/dd 2 Units Concrete Saw 1 Unit Dumptruck (12 Cu.yd) 2 Units Bar Cutter 1 Unit Backhoe Pc-60 176 Units Steel Forms 1 Unit Motorized Road Grader (140hp), G710a 1 Unit Concrete Mixer (one Bagger) 1 Unit Vibratory Roller (10mt), Sd100dc B13-2024-06 Project Title: Road Concreting At Purok 4 Sitio Magsaysay, Brgy. Catigan, Toril District Source Of Fund: Df, Sb No. 1, Cy 2024 (24199) Approved Budget For The Contract: Php 17,000,000.00 Project Duration: 180 Calendar Days Pcab License: Road Small B Cost Of Tender Documents: Php 25,000.00 Minimum Equipment Requirements: 2 Units Backhoe Pc-30 1 Unit Handroller, 2t, Vibratory 2 Units Dumptruck 5 Cu.m. Cap. 1 Unit Concrete Vibrator 1 Unit Road Grader 1 Unit Concrete Saw 1 Unit Road Roller, Vibratory 4 Units Bar Cutter 1 Unit Mini Dumptruck 102 Units Steel Forms 1 Unit Water Truck/pump (16000l) 1 Unit One Bagger Concrete Mixer B13-2024-07 Project Title: Construction Of Wastewater Treatment Facility For Marilog District Hospital, Brgy. Marilog Proper, Marilog District Source Of Fund: Adf Cy 2024 (24132) Approved Budget For The Contract: Php 15,000,000.00 Project Duration: 180 Calendar Days Pcab License: Gb-3 Water Treatment Plant & System Small B Cost Of Tender Documents: Php 25,000.00 Minimum Equipment Requirements: 1 Unit Backhoe Pc-30 1 Unit Cut-off Machine 1 Unit Mini Dump Truck 1 Unit Concrete Mixer ( 1-bagger) 1 Unit Plate Compactor 8 Units H-frame With Cross Bracing & Joint Pin 1 Unit Concrete Vibrator 2 Units Welding Machine 1 Unit Pumpcrete 2 Units Electric Grinder B13-2024-08 Project Title: Road Construction At Purok 1, Purok 2 And Purok 9, Brgy. Buda, Marilog District (phase 1) Source Of Fund: Df, Sb No. 1, Cy 2024 (24196) Approved Budget For The Contract: Php 14,250,000.00 Project Duration: 120 Calendar Days Pcab License: Road Small B Cost Of Tender Documents: Php 25,000.00 Minimum Equipment Requirements: 1 Unit Backhoe Pc-60 1 Unit Water Truck 1 Unit Bulldozer 1 Unit Concrete Vibrator 1 Unit Hydraulic Excavator (crawler) 1 Unit Concrete Saw 1 Unit Road Grader 84 Units Steel Forms 1 Unit Road Roller 1 Unit One Bagger Concrete Mixer 2 Units Dump Truck 1 Unit Electric Drill 1 Unit Chainsaw 1 Unit Bar Cutter 2 Units Payloader (1.50 Cu.m.) B13-2024-09 Project Title: Construction Of Perimeter Fence At Tagakpan Elementary School, Purok San Francisco, Tagakpan, Tugbok District, Davao City Source Of Fund: Sef 2024 (3321-a) Approved Budget For The Contract: Php 9,500,000.00 Project Duration: 240 Calendar Days Pcab License: Building Small B Cost Of Tender Documents: Php10,000.00 Minimum Equipment Requirements: 1 Unit Backhoe Pc – 35 1 Unit Concrete Vibrator 1 Unit Chainsaw 2 Units Bar/shear Cutter 1 Unit Dumptruck 1 Unit Electric Grinder 2 Units Jackhammer With Air Compressor 4 Units Welding Machine 1 Unit One Bagger Concrete Mixer 4 Units Cut-off Machine B13-2024-10 Project Title: Construction Of Bleachers With Canopy At Wangan Elementary School, Brgy. Wangan, Calinan District Source Of Fund: Df, Sb No. 1, Cy 2024 (24186) Approved Budget For The Contract: Php 7,500,000.00 Project Duration: 180 Calendar Days Pcab License: Building Small B Cost Of Tender Documents: Php 10,000.00 Minimum Equipment Requirements: 1 Unit Backhoe Pc-60 W/ Breaker 1 Unit Cargo Stake Truck 1 Unit Plate Compactor 1 Unit Dumptruck 1 Unit Walk-behind Compactor 1 Unit Steel Bar Bender 2 Units One-bagger Concrete Mixer 2 Units Welding Machine 2 Units Bar/shear Cutter 1 Unit Boom W/ Chainblock 2 Units Electric Grinder 1 Unit Oxy-actylene Cuttiing Outfit 2 Units Electric Handrill 2 Units Cut Off Machine 2 Units Tile Cutter B13-2024-11 Project Title: Construction Of Multipurpose Building At Purok 4, Brgy. San Isidro, Bunawan District Source Of Fund: Df, Sb No. 1, 2024 (24206) Approved Budget For The Contract: Php 4,000,000.00 Project Duration: 150 Calendar Days Pcab License: Building Small B Cost Of Tender Documents: Php 5,000.00 Minimum Equipment Requirements: 1 Unit Jackhammer With Air Compressor 2 Units Welding Machine 1 Unit Mini Dumptruck 1 Unit Cut Off Machine 1 Unit Backhoe Pc-30 1 Unit Electric Grinder 1 Unit Plate Compactor 2 Units Electric Drill 1 Unit One Bagger Mixer 2 Units Riveter 1 Unit Concrete Vibrator 2 Units Tile Cutter 2 Units Bar/shear Cutter 6 Units H-frame W/cross Bracing And Joint Pin B13-2024-12 Project Title: Construction Of Mini Green Park With Solar Lights And Drainage System Along Bonifacio-mabini-aurora Junctions, Brgy. 33-d, Poblacion District Source Of Fund: Df, Sb No. 1, Cy2023 (23269) Approved Budget For The Contract: Php 3,450,000.00 Project Duration: 120 Calendar Days Pcab License: Gb-4 Playground Or Recreational Work/ Electrical Works/ Flood Control Small B Cost Of Tender Documents: Php 5,000.00 Minimum Equipment Requirements: 2 Units Bar/shear Cutter 1 Unit One Bagger Concrete Mixer 1 Unit Boom Truck 1 Unit Plate Compactor 1 Unit Concrete Vibrator 1 Unit Tile Cutter 1 Unit Electric Grinder 1 Unit Welding Machine 1 Unit Mini-dumptruck B13-2024-13 Project Title: Installation Of Solar Street Lights At Purok 8 And 9 Duha, San Rafael, Brgy. 10-a, Poblacion District Source Of Fund: Adf Cy 2024 (24057) Approved Budget For The Contract: Php 4,000,000.00 Project Duration: 60 Calendar Days Pcab License: Electrical Works Small B Cost Of Tender Documents: Php 5,000.00 Minimum Equipment Requirements: 1 Unit Concrete Mixer 1 Unit Jackhammer With Generator Set 1 Unit Concrete Vibrator 1 Unit Boom Truck B13-2024-14 Project Title: Construction Of Concrete Pathway With Drainage At Subasta Elementary School, Brgy. Subasta, Calinan District Source Of Fund: Df, Sb No. 1, Cy 2024 (24184) Approved Budget For The Contract: Php 3,600,000.00 Project Duration: 120 Calendar Days Pcab License: Road/ Flood Control Small B Cost Of Tender Documents: Php 5,000.00 Minimum Equipment Requirements: 1 Unit Cargo Stake Truck/low Bed Truck 1 Unit Concrete Saw 1 Unit Jack Hammer With Air Compressor 1 Unit Concrete Vibrator 1 Unit Dumptruck 5 Cu.m. Cap. 1 Unit Steel Forms 1 Unit Backhoe (pc-60) 1 Unit Bar Cutter 1 Unit Hand Roller B13-2024-15 Project Title: Completion Of Multipurpose Building At Megkawayan Elementary School, Brgy. Megkawayan, Calinan District, Davao City Source Of Fund: Sef Cy 2024 (3321-a) Approved Budget For The Contract: Php 2,000,000.00 Project Duration: 60 Calendar Days Pcab License: Building Small B Cost Of Tender Documents: Php 5,000.00 Minimum Equipment Requirements: 1 Unit One-bagger Concrete Mixer 2 Units Electric Grinder 1 Unit Concrete Vibrator 1 Unit Welding Machine 1 Unit Bar/shear Cutter 1 Unit Cut-off Machine 12 Units H-frame With Cross Bracing & Joint Pin 4 Units Tile Cutter 2 Units Electric Handrill Procurement Activity Schedule A. Issuance Of Bidding Documents November 6 To 27, 2024 8:00 Am To 5:00 Pm Bac Secretariat For Civil Works (excluding Saturdays, Sundays & Holidays) B. Pre-bid Conference November 13, 2024, 10:30 Am Virtual Meeting Through Zoom C. Deadline Of Submission And Receipt Of Bids November 27, 2024, 9:00 Am Bac Conference Room, Ground Floor, City Hall, Davao City D. Opening Of Bids November 27, 2024, 10:30 Am Virtual Meeting Through Zoom (sgd) Atty. Joseph Dominic S. Felizarta, Ce Bac Chairman

Details: Description The Bids & Awards Committee (bac) Of Municipality Of Argao, Cebu, Invites All Interested Suppliers/manufacturers/distributors/contractors/consultants To Apply For Eligibility And To Submit Bids For The Following: B.9 Mobilization /demobilization Quantity 1.00 L.s. Dpwh Standard Output Per Hour (oph)= 1.00 L.s. 1.00 L.s. Mobilization /demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: Number Of Hours 6.00 1.00 A. Backhoe (0.80 Mᶾ) 6.00 1.00 B. Dumptruck (12 Ydᶾ) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Project Billboard/signboard Direct Cost: A. Materials: 64.00 Sq.ft. A. Tarpaulin (4' X 8') 37.00 Bd.ft. B. Lumber Coco 1.00 Kg C. Common Nails Assorted 2.00 Sheets D. Plywood Marine (1/4" X 4' X 8') B. Manpower: Number Of Days 1.00 Lot Minor Tools (10% Of Labor Cost) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.7(2) Occupational Safety And Health Program Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Occupational Safety And Health Program Direct Cost: A. Materials: 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days C. Working Gloves 1.00 Set D. First Aid Kit B. Manpower: Number Of Days 22.00 1.00 A. Safety Practitioner/officer (part Time) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.3 Permits And Clearances Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Permits And Clearances Direct Cost: A. Materials: 1.00 L.s. Permits And Other Clearances - Building Permit Processing Fees Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil) Quantity 20.16 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 20.16 M3 Structure Excavation (common Soil) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. Backhoe (0.80 Mᶾ) 1.00 2.00 B. Dumptruck (12 Ydᶾ) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1)a Embankment From Structure Excavation Quantity 17.64 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 17.64 M3 Embankment From Structure Excavation Direct Cost: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1.00 A. Plate Compactor (5 Hp) 0.75 1.00 B. Backhoe (0.80 M3) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(4) Gravel Bedding Quantity 4.84 M3 Dpwh Standard Output Per Hour (oph)= 1.2 M3 4.84 M3 Gravel Bedding Direct Cost: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Plate Compactor (5 Hp) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c2 " Structural Concrete (footing, Slab On Fill)" Quantity 9.18 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 9.18 M3 "structural Concrete (footing, Slab On Fill)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c3 " Structural Concrete (footing Tie Beam, Wall Footing)" Quantity 5.76 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 5.76 M3 "structural Concrete (footing Tie Beam, Wall Footing)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c4 " Structural Concrete (columns)" Quantity 8.19 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 8.19 M3 "structural Concrete (columns)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c5 " Structural Concrete (roof Beams, Lintel Beams, Cantilever Beams)" Quantity 4.48 M3 Dpwh Standard Output Per Hour (oph)= 0.357 M3 4.48 M3 "structural Concrete (roof Beams, Lintel Beams, Cantilever Beams)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 902(1) " Reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Quantity 1,873.17 Kg Dpwh Standard Output Per Hour (oph)= 143.438 Kg 1873.17 Kg "reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Direct Cost: A. Materials: 1.00 Kg A. Deformed Reinforcing Steel - G40 0.02 Kg B. #16galvanized Iron Wire C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 903 (2) Formworks And Falseworks Quantity 31.50 M2 Dpwh Standard Output Per Hour (oph)= 3.24 M2 31.50 M2 Formworks And Falseworks Direct Cost: A. Materials: 0.35 Pcs A. Ordinary Plywood - 3 Uses 7.19 Bd Ft B. Good Lumber - 3 Use 0.21 Kg C. Assorted Common Wire Nail D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Installation 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer Removal 0.41 1.00 A. Construction Foreman 0.41 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1046.00 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Quantity 102.40 M2 Dpwh Standard Output Per Hour (oph)= 3.825 M2 102.40 M2 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Direct Cost: A. Materials: 13.00 Pc A. 100 Mm Thk Chb (non-load Bearing) 0.53 Bag B. Cement 0.04 Cu.m C.sand 3.24 Kg D. Reinforcing Steel 0.05 Kg E. #16 Tie Wire B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One-bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)b Structural Steel Roof Truss Quantity 2,224.80 Kg Dpwh Standard Output Per Hour (oph)= 85 Kg 2224.80 Kg Structural Steel Roof Truss Direct Cost: A. Materials: 1.00 Kg A. Structural Steel (channel Bar A36) 0.01 Kg B. Acetylene 0.02 Kg C. Oxygen 0.02 Kg D. Welding Rod E. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer Erection 0.49 3.00 A. Skilled Laborer 0.49 5.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1.00 A. Welding Machine 0.25 1.00 B. Cutting Outfit 0.49 1.00 C. Truck Mounted Crane (20-25 Mt) Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)c Structural Steel Purtins Quantity 387.70 Kg Dpwh Standard Output Per Hour (oph)= 90.45 Kg 387.70 Kg Structural Steel Purtins Direct Cost: A. Materials: 1.05 Kg A. Structural Steel Framing Including Cross 0.02 Kg B. Acetylene 0.00 - C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 5.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 2.00 A. Welding Machine Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (6) Metal Structure Accessories (steel Plates) Quantity 22.00 Kg Dpwh Standard Output Per Hour (oph)= 12.995 Kg 22.00 Kg Metal Structure Accessories (steel Plates) Direct Cost: A. Materials: 1.05 Kg A. Steel Plates B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (7)b Metal Structure Accessories (sag Rods) Quantity 41.98 Kg Dpwh Standard Output Per Hour (oph)= 12.995 Kg 41.98 Kg Metal Structure Accessories (sag Rods) Direct Cost: A. Materials: 1.05 Kg A. Sag Rods With Nuts & Bolts B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (4) Metal Structure Accessories (cross Bracing) Quantity 51.98 Kg Dpwh Standard Output Per Hour (oph)= 12.995 Kg 51.98 Kg Metal Structure Accessories (cross Bracing) Direct Cost: A. Materials: 1.05 Kg A. Cross Bracing B. Consumables (3% Of The Material Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (3)c Metal Structure Accessories (turnbuckle) Quantity 16.00 Each Dpwh Standard Output Per Hour (oph)= 1 Each 16.00 Each Metal Structure Accessories (turnbuckle) Direct Cost: A. Materials: 1.05 Kg A. Turnbuckle B. Consumables (3% Of The Material Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1014.00 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Quantity 101.49 M2 Dpwh Standard Output Per Hour (oph)= 2.769 M2 101.49 M2 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Direct Cost: A. Materials: 1.00 M A. Prepainted Metal Sheets (rib Type, Long Span, 0.427mm Thk. 10.00 Pc B. Tek Screw C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(1) Fabricated Metal Roofing Accessory (flashings & Metal Fascia) Quantity 38.80 M Dpwh Standard Output Per Hour (oph)= 10.6 M 38.80 M Fabricated Metal Roofing Accessory (flashings & Metal Fascia) Direct Cost: A. Materials: 1.05 M A. Flashings (bended) 19.00 Pc B. Blind Rivets C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)c Fabricated Metal Roofing Accessory (gutter) Quantity 19.60 M Dpwh Standard Output Per Hour (oph)= 0 M 19.60 M Fabricated Metal Roofing Accessory (gutter) Direct Cost: A. Materials: 1.05 M A. Gutter (0.4 Mm) 3.00 Pc B. 12" X 1" Plain Gi Strap 16.00 Pc C. Blind Rivets C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)a1 Fabricated Metal Roofing Accessory (ridge Roll) Quantity 12.00 M Dpwh Standard Output Per Hour (oph)= 11.8 M 12.00 M Fabricated Metal Roofing Accessory (ridge Roll) Direct Cost: A. Materials: 1.05 M A. Prepainted Ridge Roll, Ga. 24 (0.701mmx2.44mm) 19.00 Pc B. Blind Rivets 0.00 - C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1038(1) " Reflective Insulation" Quantity 94.08 M2 Dpwh Standard Output Per Hour (oph)= 5.56 M2 94.08 M2 "reflective Insulation" Direct Cost: A. Materials: 1.00 M2 A. Reflective Insulation B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)c Painting Works (metal Painting) Quantity 129.40 M2 Dpwh Standard Output Per Hour (oph)= 2 M2 129.40 M2 Painting Works (metal Painting) Direct Cost: A. Materials: 0.05 Gal A. Red Oxide Primer 0.10 Gal B. Enamel Paint 0.25 L C. Paint Thinner D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: Without Being Limited Thereto, The Principal Works, Forming Part Of This Contract, Include:  Providing The Complete Mobilization Required For The Execution Of The Works (Crane, Mobile Crane, Containers, Protection, Signalers, Waste Containers, Etc.). Removal Of Existing Roof Components Up To The Existing Concrete Decking With The Cleaning And Resurfacing Works Of The Latter In Order To Provide A Sound And Level Support Surface Prior To The Installation Of The Vapour Barrier.  Removal Of All Existing Metal Flashings, Counter Flashings At Parapets, Appliance Bases And Wall Upstands.  Selective Demolition Work At The Head And Base Of The Walls In The Required Locations In Order To Carry Out The Renovation Work And Their Junctions With The Existing Construction Elements (roofs, Wall Upstands).  The Installation Of A New White Roof Composition, In Two-Layer Elastomeric Membrane, With New Roof Drains, Including All Sealing And Flashing Work, Necessary For The Execution Of The Work. All Of The Work Will Be Guaranteed By The Contractor Jointly With The Membrane Manufacturer For A Period Of Fifteen (15) Years, Including All Components Of The Roof Supplied And Installed (materials & Labor).  The Preparatory Work And Complete Installation Of A Fall Protection System (anchors + Lifelines).  The Installation Of New Ladders.  Waterproofing works (repair, leveling, renovation) at the junctions with existing construction elements (roof, wall upstands): sealing, membrane and membrane and metal flashing works.  All dismantling and temporary support works, storage, reconnection of existing equipment in the areas affected by the works and their reinstallation following the latter.  Coordination of the different trades and the different contractors (roofer, glazier, etc.).  Repair and leveling works for any damage incurred during the execution of this project, with new materials compatible or identical to the existing ones.  All necessary interventions in areas not included in the work, but affected by related works.  The Deployment and Safe Operation of the Site.

Details: Without Being Limited Thereto, The Principal Works, Forming Part Of This Contract, Include:  Providing The Complete Mobilization Required For The Execution Of The Works (Crane, Mobile Crane, Containers, Protection, Signalers, Waste Containers, Etc.). Removal Of Existing Roof Components Up To The Existing Concrete Decking With The Cleaning And Resurfacing Works Of The Latter In Order To Provide A Sound And Level Support Surface Prior To The Installation Of The Vapour Barrier.  Removal Of All Existing Metal Flashings, Counter Flashings At Parapets, Appliance Bases And Wall Upstands.  Selective Demolition Work At The Head And Base Of The Walls In The Required Locations In Order To Carry Out The Renovation Work And Their Junctions With The Existing Construction Elements (roofs, Wall Upstands).  The Installation Of A New White Roof Composition, In Two-Layer Elastomeric Membrane, With New Roof Drains, Including All Sealing And Flashing Work, Necessary For The Execution Of The Work. All Of The Work Will Be Guaranteed By The Contractor Jointly With The Membrane Manufacturer For A Period Of Fifteen (15) Years, Including All Components Of The Roof Supplied And Installed (materials & Labor).  The Preparatory Work And Complete Installation Of A Fall Protection System (anchors + Lifelines).  The Installation Of New Ladders.  Waterproofing works (repair, leveling, renovation) at the junctions with existing construction elements (roof, wall upstands): sealing, membrane and membrane and metal flashing works.  All dismantling and temporary support works, storage, reconnection of existing equipment in the areas affected by the works and their reinstallation following the latter.  Coordination of the different trades and the different contractors (roofer, glazier, etc.).  Repair and leveling works for any damage incurred during the execution of this project, with new materials compatible or identical to the existing ones.  All necessary interventions in areas not included in the work, but affected by related works.  The Deployment and Safe Operation of the Site.

Details: Implementation of traffic safety measures in the area of the LFB, the Bad Belzig forestry company, the Klosterheide district, the Kloster Lehnin administrative municipality. The traffic safety measures are carried out on public roads_l88, L89, Lehnin_ Emstal country road, Gohlitzsee country road, Am Fischersberg, Potsdamer Straße as well as in forest areas with adjacent residential areas/at the sports field. The measure includes the deadwood pruning/green pruning of 66 trees, the removal of the treetops of 3 trees and one felling. Required technology: Working lifting platform with a working crane of at least 25 m, preferably 30 m, all-terrain, approved and tested. Implementation period 50th week to 52nd week 2024. An on-site inspection must be carried out independently and attached to the tender documents in accordance with Appendix_4_. Appendix 4 is part of the tender.

Details: Description The Bids & Awards Committee (bac) Of Municipality Of Argao, Cebu, Invites All Interested Suppliers/manufacturers/distributors/contractors/consultants To Apply For Eligibility And To Submit Bids For The Following: B.9 Mobilization /demobilization Quantity 1.00 L.s. Dpwh Standard Output Per Hour (oph)= 1.00 Ls 1.00 L.s. Mobilization /demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: Number Of Hours 1.00 6.00 A. Backhoe (0.80 Mᶾ) 1.00 6.00 B. Dumptruck (12 Ydᶾ) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 Ls 1.00 L.s. Project Billboard/signboard Direct Cost: A. Materials: 64.00 Sq.ft. A. Tarpaulin (4' X 8') 37.00 Bd.ft. B. Lumber Coco 1.00 Kg C. Common Nails Assorted 2.00 Sheets D. Plywood Marine (1/4" X 4' X 8') B. Manpower: Number Of Days 4.00 1.00 A. Construction Foreman 4.00 1.00 B. Skilled Laborer 4.00 2.00 C. Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.7(2) Occupational Safety And Health Program Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Occupational Safety And Health Program Direct Cost: A. Materials: Ppe 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days C. Working Gloves 1.00 Set E. First Aid Kit B. Manpower: Number Of Days 15.00 1.00 A. Safety Practitioner/officer (part Time) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.3 Permits And Clearances Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Permits And Clearances Direct Cost: A. Materials: 1.00 L.s. Permits And Other Clearances - Building Permit Processing Fees Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil) Quantity 4.40 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 4.40 M3 Structure Excavation (common Soil) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. Backhoe (0.80 Mᶾ) 1.00 2.00 B. Dumptruck (12 Ydᶾ) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1)a Embankment From Structure Excavation Quantity 4.40 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 4.40 M3 Embankment From Structure Excavation Direct Cost: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 0.75 A. Plate Compactor (5 Hp) 1.00 0.75 B. Backhoe (0.80 M3) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(4) Gravel Bedding Quantity 9.60 M3 Dpwh Standard Output Per Hour (oph)= 1.20 M3 9.60 M3 Gravel Bedding Direct Cost: A. Materials: 1.05 M3 A. Gravel Bedding (g1)(w/5% Shrinkage Factor) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Plate Compactor (5 Hp) 0.00 0.00 Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c2 " Structural Concrete (footing, Slab On Fill) " Quantity 19.80 M3 Dpwh Standard Output Per Hour (oph)= 0.36 M3 19.80 M3 " Structural Concrete (footing, Slab On Fill) " Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 6.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c4 " Structural Concrete (columns)" Quantity 1.73 M3 Dpwh Standard Output Per Hour (oph)= 0.36 M3 1.73 M3 " Structural Concrete (columns)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 902(1)" Reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Quantity 939.93 Kg Dpwh Standard Output Per Hour (oph)= 143.44 Kg 939.93 Kg " Reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Direct Cost: A. Materials: 1.00 Kg A. Deformed Reinforcing Steel - G40 0.02 Kg B. #16galvanized Iron Wire C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 903 (2) Formworks And Falseworks Quantity 84.00 M2 Dpwh Standard Output Per Hour (oph)= 3.24 M2 84.00 M2 Formworks And Falseworks Direct Cost: A. Materials: 0.35 Pcs A. Ordinary Plywood - 3 Uses 7.19 Bd Ft B. Good Lumber - 3 Use 0.21 Kg C. Assorted Common Wire Nail D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Installation 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer Removal 0.41 1.00 A. Construction Foreman 0.41 6.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)b Structural Steel (roof Truss, Gi Pipe - Column, Rectangular Tube -for Walling, Strut & Strut Member) Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.00 L.s 1.00 L.s Structural Steel (roof Truss, Gi Pipe - Column, Rectangular Tube -for Walling, Strut & Strut Member) Direct Cost: A. Materials: 70.00 Length/s A. Structural Steel (angular Bar 2"x2'x3/16") 55.00 Length/s B. Structural Steel (angular Bar 1 1/2x1 1/2x3/16) 6.00 Length/s C.gi Pipe Sched 40(6") 48.00 Length/s D.12mm Deformed Bar 24.00 Length/s E.rectangular Tube 2"x3"*6meters 2.00 Tank F. Acetylene 2.00 Tank G. Oxygen 2.00 Box H. Welding Rod I. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Fabrication 6.00 1.00 A. Construction Foreman 6.00 2.00 B. Skilled Laborer 6.00 5.00 C. Unskilled Laborer Erection 6.00 3.00 A. Skilled Laborer 6.00 5.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 4.00 1.00 A. Welding Machine 4.00 1.00 B. Cutting Outfit 4.00 1.00 C. Truck Mounted Crane (20-25 Mt) Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)c Structural Steel Purlins (horizontal Support For Lighting Fixtures) Quantity 917.86 Kg Dpwh Standard Output Per Hour (oph)= 90.45 Kg 917.86 Kg Structural Steel Purlins (horizontal Support For Lighting Fixtures) Direct Cost: A. Materials: 1.05 Kg A. Structural Steel Framing Including Cross 0.02 Kg B. Acetylene 0.00 0 C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 2.00 A. Welding Machine Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (7)b Metal Structure Accessories (sag Rods) Quantity 56.96 Kg Dpwh Standard Output Per Hour (oph)= 12.995 Kg 56.96 Kg Metal Structure Accessories (sag Rods) Direct Cost: A. Materials: 1.05 Kg A. Sag Rods With Nuts & Bolts B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (4) Metal Structure Accessories (cross Bracing) Quantity 58.63 Kg Dpwh Standard Output Per Hour (oph)= 12.995 Kg 58.63 Kg Metal Structure Accessories (cross Bracing) Direct Cost: A. Materials: 1.05 Kg A. Cross Bracing B. Consumables (3% Of The Material Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (3)c Metal Structure Accessories (turnbuckle) Quantity 16.00 Each Dpwh Standard Output Per Hour (oph)= 1.000 Each 16.00 Each Metal Structure Accessories (turnbuckle) Direct Cost: A. Materials: 1.05 Kg A. Cross Bracing B. Consumables (3% Of The Material Cost) B. Manpower: Number Of Hours Fabrication 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1014.00 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Quantity 210.60 M2 Dpwh Standard Output Per Hour (oph)= 2.769 M2 210.60 M2 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Direct Cost: A. Materials: 1.00 M A. Prepainted Metal Sheets (rib Type, Long Span, 0.427mm Thk. 10.00 Pc B. Tek Screw B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(1) Fabricated Metal Roofing Accessory (flashings& Metal Fascia) Quantity 58.00 M Dpwh Standard Output Per Hour (oph)= 10.600 M 58.00 M Fabricated Metal Roofing Accessory (flashings& Metal Fascia) Direct Cost: A. Materials: 1.05 M A. Flashings (bended) 1.05 M B.metal Fascia 19.00 Pc C. Blind Rivets D. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)c Fabricated Metal Roofing Accessory (gutter) Quantity 26.00 M Dpwh Standard Output Per Hour (oph)= 11.800 M 26.00 M Fabricated Metal Roofing Accessory (gutter) Direct Cost: A. Materials: 1.05 M A. Gutter (0.4 Mm) 3.00 Pc B. 12" X 1" Plain Gi Strap 16.00 Pc C. Blind Rivets D. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)a1 Fabricated Metal Roofing Accessory (ridge Roll) Quantity 13.00 M Dpwh Standard Output Per Hour (oph)= 11.800 M 13.00 M Fabricated Metal Roofing Accessory (ridge Roll) Direct Cost: A. Materials: 1.05 M A. Prepainted Ridge Roll, Ga. 24 (0.701mmx2.44mm) 19.00 Pc B. Blind Rivets 0.00 0 C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1038(1) " Reflective Insulation" Quantity 208.00 M2 Dpwh Standard Output Per Hour (oph)= 5.560 M2 208.00 M2 " Reflective Insulation" Direct Cost: A. Materials: 1.00 M2 A. Reflective Insulation B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(1) 4.5mm Fiber Cement Board On Metal Frame Walling Quantity 450.90 M2 Dpwh Standard Output Per Hour (oph)= 1.243 M2 450.90 M2 4.5mm Fiber Cement Board On Metal Frame Walling Direct Cost: A. Materials: 0.37 Pc A. 4.5mm Fiber Cement Board 0.37 Pc B. Marine Plywood 1/4 14.00 Pc C. Rivets 4.00 Pc D. 1" Metal Screw B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1003(1)e2 Metal Spandrel On Metal Frame Walling Quantity 226.80 M2 Dpwh Standard Output Per Hour (oph)= 1.243 M2 226.80 M2 Metal Spandrel On Metal Frame Walling Direct Cost: A. Materials: 1.13 Pc "a.metal Tracks 5m Length " 0.36 Pc B. Metal Studs 5m 14.00 Pc C. Rivets 4.00 Pc D. 1" Metal Screw B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1009(1)a Jalousie (window Glass) Quantity 17.28 M2 Dpwh Standard Output Per Hour (oph)= 0.270 M2 17.28 M2 Jalousie (window Glass) Direct Cost: A. Materials: 1.00 M2 A.jalousie (window Glass, Inc. Jalousie Casing) B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1004(2) Finishing Hardware Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Finishing Hardware Direct Cost: A. Materials: 4.00 Set A.door Locks (schlage Or Equivalent) 12.00 Pc B. Hinge (50mmx101mm) B. Manpower: Number Of Hours Labor Cost For This Items Are To Be Considered/included In The Installations Of Doors, Windows & Other Fab. Materials Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1010 (4) Wooden Doors & Windows Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.000 L.s 1.00 L.s Wooden Doors & Windows Direct Cost: A. Materials: 1.00 Set A.door Jamb (d-1) (8 Sets) 1.00 Set B.window Jamb (w-1) C. Consumables (5% Of The Material Cost) B. Manpower: Number Of Hours 2.00 1.00 A. Construction Foreman 2.00 1.00 B. Skilled Laborer 2.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1010 (2)b Door (wooden Panel) Quantity 9.46 M2 Dpwh Standard Output Per Hour (oph)= 0.360 M2 9.46 M2 Door (wooden Panel) Direct Cost: A. Materials: 1.00 M2 A.wooden Panel Door B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1100(10) Conduit Works, Boxes And Fittings Quantity 1.00 I.s. Dpwh Standard Output Per Hour (oph)= 1.000 I.s. 1.00 I.s. Conduit Works, Boxes And Fittings Direct Cost: A. Materials: 1.00 Length A. 25 Mm Ø X 3.00 M Rsc Pipe 80.00 Length B. 15 Mm Ø X 3.00 Mm Pvc Pipes 10.00 Pcs C. 15mm Ø Pvc Coupling 30.00 Pcs D. 15mm Ø Pvc Elbow 25.00 Pcs E. Utility Box 30.00 Pcs F. Junction Box 1.00 Pcs G. 25mm Ø Entrance Cap 0.00 0 H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 47.39 1.00 A. Construction Foreman 47.39 1.00 B. Skilled Laborer 47.39 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1101(33) Wires And Wiring Devices Quantity 1.00 I.s. Dpwh Standard Output Per Hour (oph)= 1.000 I.s. 1.00 I.s. Wires And Wiring Devices Direct Cost: A. Materials: 220.00 M A.3.5 Mm2 Electric Wire Thhn 160.00 M B.5.5 Mm2 Electric Wire Thhn 25.00 M C. 8.00 Mm2 Electric Wire (thhn) 4.00 Set E. Two-gang Switch 16.00 Set G. Duplex Convenience Outlet H. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 28.05 1.00 A. Construction Foreman 28.05 1.00 B. Skilled Laborer 28.05 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1102(1) Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Quantity 1.00 Set Dpwh Standard Output Per Hour (oph)= 1.000 Set 1.00 Set Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Direct Cost: A. Materials: 1.00 Set A. Panel Board With Main Breaker And 8 Branches 50 Amp - 200 Amp 1.00 Pcs B. 60 Amp. Plug-in Breaker 2.00 Pcs B. 30 Amp. Plug-in Breaker 2.00 Pcs B. 20 Amp. Plug-in Breaker 2.00 Pcs B. 15 Amp. Plug-in Breaker 0.00 0 B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 5.50 1.00 A. Construction Foreman 5.50 1.00 B. Skilled Laborer 5.50 2.00 C. Unskilled Laborer Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1103(1) Lighting Fixtures Quantity 1.00 I.s. Dpwh Standard Output Per Hour (oph)= 1.000 I.s. 1.00 I.s. Lighting Fixtures Direct Cost: A. Materials: 19.00 Set A. 1-18 Watts Downlight/pinlight, Recessed Type 1.00 Units B. Emergency Lamp (twin Head) B. Manpower: Number Of Hours 29.00 1.00 A. Construction Foreman 29.00 1.00 B. Skilled Laborer 29.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)a Painting Works (masonry Painting) Quantity 226.80 M2 Dpwh Standard Output Per Hour (oph)= 2.100 M2 226.80 M2 Painting Works (masonry Painting) Direct Cost: A. Materials: 0.02 Gal A. Concrete Neutralizer 0.04 Gal B. Concrete Sealer/prime 0.05 Gal C. Patching Compound 0.08 Gal D. Semi Gloss Latex (two Coat Only) E. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)c Painting Works (metal Painting) Quantity 118.29 M2 Dpwh Standard Output Per Hour (oph)= 2.000 M2 118.29 M2 Painting Works (metal Painting) Direct Cost: A. Materials: 0.05 Gal A. Red Oxide Primer 0.10 Gal B. Enamel Paint 0.25 L C. Paint Thinner 0.00 0 D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: Description 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: At the Wansdorf sewage treatment plant, the machinery and EMSR technology of the digested sludge tanks 1 and 2 and the mixed sludge tank are being renewed. The measure essentially includes: Digested sludge tank: - Dismantling and disposal of existing agitator and crane 2 pieces, - Delivery and installation of new agitator 2 pieces (motor power: 5.5 kW, 400 V, circulation volume flow: min. 6.5 M3/s, shaft length approx. 4,820 mm, nominal torque: 1,990 Nm), Mixed sludge tank: - Dismantling and disposal of existing agitator 1 piece, - Delivery and installation of new submersible motor agitators with installation kit and lifting device 2 pieces (propeller diameter: 0.58 M, speed: 475 min-1, thrust: min. 1270 N (f), 5.28 kW (p1), specific energy input: 24 W/m3 (p1ges/v), Sludge hall: - Delivery and installation of Söffel pump with control (qmax 18.5 M3/h, Hmin. 1 M, Hmax 18 m), pipe DN 150 5 m, fittings, - delivery and assembly of gate valves DN 150 with Auma drive 2 St Emsr: - installation and commissioning of the agitator drives of the digested sludge tank 1/2 and the mixed sludge tank - renewal of the Auma gate valves in the sludge hall - installation, commissioning and calibration of new radar measuring probes (fill level) in the tanks - integration of the agitators, gate valves, basement drainage pump and the measuring technology into the process control system - programming of the PCS7 automation system, adaptation of the operating images - renewal of the Nshv inserts for the outlets of the agitators and Auma drives (retrofit). - renewal of the cable laying systems on the tanks - renewal of the local control stations and intermediate terminal boxes - creation of the potential equalization for the newly constructed system parts and renewal of the lightning protection - testing of the electrical system - commissioning and functional tests - instruction - documentation