Fire Extinguisher Tenders

Description: Auction Sale Of Lot No : 1.0 Lot Name : Copper Cable , Lot No : 2.0 Lot Name : Dg Cranking , Lot No : 3.0 Lot Name : Cc Charger , Lot No : 4.0 Lot Name : Fire Extinguisher , Lot No : 5.0 Lot Name : All Mix Cable Scrap ,

Description: CATEGORY: Portable Fire Extinguishers (V2) as per IS 15683:2018 (Q2)

Description: Auction Sale Of Lot No : 1 Lot Name : Cow Tower , Lot No : 2 Lot Name : Cow Tower , Lot No : 3 Lot Name : Fire Extinguisher , Lot No : 4 Lot Name : Aluminum Cable , Lot No : 5 Lot Name : Petrol Generator ,

Description: CATEGORY: Charge Fire Extinguisher CO2 Gas Cartridge 90gm (Defence) (Q2) , Charge Fire Extinguisher CO2 Gas Cartridge 120gm (Defence) (Q2)

Description: CATEGORY: Portable Fire Extinguishers (V2) as per IS 15683:2018 (Q2)

Description: CATEGORY: Powder Based wheeled fire extinguishers (PNG) (Q2)

Description: Auction Sale Of Lot No : 1 Lot Name : Fire Extinguishers Etc. As Per Lot Annexure. , Lot No : 2 Lot Name : E- Waste Items Etc. As Per Lot Annexure ,

Details: Description I. Project Description The Project Involves The Design And Build Of A 3 Mld Water Treatment Facility, Inclusive Of A 3 Mld Water Treatment Plant (wtp), Raw Water Abstraction Facility, Raw Water Pipeline, Raw Water Impounding Lagoon, Product Pumping Station, 3 Phase Power Transmission Line And Product Water Transmission And Distribution Pipelines To Barangays Poblacion Norte And Poblacion Sur. It Also Includes One (1) Month Proving Period With Performance Guarantees On Specific Usages Of Power And Chemicals For The Production Of Potable Water That Meets The Philippine National Standards For Drinking Water. Ii. Conceptual Design The Project Concept Is To Construct A 3 Mld Water Treatment Facility Using Socon River As Raw Water Source. The Raw Water Will Undergo Series Of Processes To Remove Sediments, Microbes And Other Impurities To Ensure That The Water Reaching To The Consumers Complies With The Quality Set Forth In The Philippine National Standards For Drinking Water, Pnsdw. The Product Will Be Distributed To Barangays Poblacion Norte And Poblacion Sur. Iii. Proposed Project Components: 1. Raw Water Abstraction (intake) Facility 2. Raw Water Transmission Line 3. Impounding (raw Water) Lagoon 4. Lagoon Pumping Station 5. 3 Mld Water Treatment Plant 6. Residual Management Facility (sludge Lagoon) 7. Product Water Pumping Station 8. Power Supply 9. Product Water Transmission Line 10. Product Water Distribution Lines, Valves, Fittings And Other Appurtenances 11. Site Development • General Earthworks • Fence Below Are The Coordinates Of The Proposed Locations Of The Facilities: Table 1. Location Of The Proposed Facility Facilities Location Proposed Location Of The Facility 9°49’40” N, 124°12’43” E Iv. General Map Showing The Location Of The Proposed Water Treatment Facility V. Conceptual Design Of A 3 Mld Water Treatment Facility Vi. Approved Budget Of Contract The Total Capital Expenditure (capex) Requirement For This Project Is Php 115,000,000.00. The Project Is Financed Through A Term Loan Agreement With The Development Bank Of The Philippines. Progress Payments To The Contractor Shall Be Governed By The Terms And Conditions Set Forth In The Omnibus Term Loan Agreement And The Deed Of Undertaking, Duly Executed Between The Development Bank Of The Philippines And The Municipality Of Carmen, Bohol. Furthermore, These Payments Shall Adhere To The Pertinent Provisions Of The Implementing Rules And Regulations Of Republic Act No. 9184, The Relevant Coa Rules And Regulations, And Any Other Applicable Laws. These Terms And Conditions Are Hereby Formally Communicated To All Prospective Bidders Through This Provision. Table Below Summarizes The Component Cost Of The Capex. Capex Summary Component Cost, Php Site Development And Fencing Raw Water Abstraction Facility Raw Water Transmission Pipeline Raw Water Impounding Lagooon 3 Mld Water Treatment Plant Residual Management Facility Product Pumping Station Power Supply Product Water Transmission Pipeline Product Water Distribution Lines, Valves, Fittings And Other Appurtenances Engineering & Design Commissioning & Proving Period Temporary Facility Total Project Cost Php 115,000,000.00 Vii. Proposed Design & Construction Schedule The Project Must Be Completed Within One (1) Year From Receipt Of Notice To Proceed. Viii. Contractor’s Track Record And Performance Guarantee The Contractor Must Show Proof That It Has Previously Installed A Water Treatment Plant (“wtp”) With A Proven Capacity Of No Less Than 3.0 Mld Capable Of Treating River Water At Turbidity Level Up To 5,000 Ntu. The Said Wtp Should Demonstrate A Low Energy Consumption Not Exceeding 0.15 Kwh/m3 Within The Wtp Battery Limit. The Contractor Must Be Able To Successfully Demonstrate During The 7-day Performance Test That The Wtp Has Continuously Operated At A Production Rate Of No Less Than 3.0 Mld, Energy Consumption Not Exceeding 0.15 Kwh/m3 And Product Water Quality That Meets The Specifications Of The Philippine National Standard For Drinking Water. The Contractor Must Incorporate In The Design Of Its Wtp A Feature That Will Allow 100% Water Recovery And Zero Effluent Discharge. Ix. General Scope Of Works Of The Contractor The Contractor Is Required To Perform The Following Scope Of Works: 1. Review Of Existing Information Review The Basic Design Parameters And Detailed Scope Of Works. The Contractor Shall Ensure That It Has First-hand Information On The Site Development Plan, Construction Data, Geo-hazard Maps, Elevation And Other Gis Maps And Other Documents That Are Readily Available From The Project Owner. Such Will Be Used To Define Project Design Criteria And Serve As Basis For Any Changed Conditions And Establish Project Cost Estimates. Should Any Of These Data And Other Pertinent Data Be Unavailable, The Contractor Shall Carry Out The Needed Testing/investigation To Complete The Needed Design Data. 2. Field Survey And Site Inspection The Contractor Shall Conduct The Appropriate Site Survey Including Staking, Establishing Of Horizontal And Vertical Control Points, Benchmarks, Traverse And Profile Survey, And Stream Flow. 3. The Contractor Shall Have Inspected The Site And Its Surroundings And Orient Himself With The Following: A. Location And Nature Of Work; B. Climatic Conditions; C. Nature And Condition Of The Terrain; D. Geologic Conditions At The Site; E. Transportation And Communication Facilities; F. Availability Of Construction Materials, Labor, Water Services, Electric And Power Supply; G. Location And Extent Of Aggregate Sources; And H. Other Factors That May Affect The Cost, Duration And Execution Of The Work. 4. Pipeline And Structural Analysis The Contractor Shall Prepare The Necessary Structural Analyses, Calculations And Design Of Structural Members In Accordance With The National Building Code Of The Philippines, National Structural Code Of The Philippines And Other Relevant Codes. The Design Of The Main Structure And Its Appurtenances Shall Take Into Account Prevailing Conditions Of The Area To Attain The Optimum Safety Of The Whole Structure. The Contractor Shall Prepare The Pipeline Design On The Basis Of Data Obtained From Site Investigations And Survey Of The Proposed Water Source, Site For Water Treatment Plant, And The Location Of Pipelines, Materials And Other Investigations Necessary In Standard Engineering Practice To Ensure High Efficiency Of The Proposed Water System. 5. Hydraulic Analysis The Contractor Shall Make A Hydraulic Analysis That Form Part Of The Technical Documents To Be Submitted To Ascertain That The Water System Could Provide The Required Flow And Pressure Based On The Designed Population And Planning Period. At The End Of The Design Stage, The Contractor Is Expected To Produce The Appropriate Design And Construction Plans. 6. Permits And Licenses The Contractor Shall Be Responsible For The Application Of Necessary Permits, Clearances And Licenses From Local And National Agencies Having Jurisdiction Over The Project. No Commencement Of The Project Without First Securing The Said Documents. 7. Construction Works The Contractor Shall Perform The Following Construction Activities But Is Not Limited To The Following: A. Mobilization/demolition The Contractor Shall Mobilize And Bring Out Into Work, All Personnel, Plant And Equipment, In Accordance With His Approved Construction Program, Equipment Moving And Utilization Schedule And Manpower Schedule, From Its Regular Place Of Business To The Site To Undertake The Contract. Mobilization Shall Include The Obtaining And Transporting To Jobsite Of Equipment, Materials, Tools, Personnel, Constructional Plant And All Necessary Items For The Execution And Completion Of The Work And Shall Also Include The Setting Up And Verification Of All Equipment And Instruments Until It Is Rendered Operable. Demobilization Shall Include Dismantlement And Removal From The Site Of The Contractor’s Materials And Equipment And All Temporary Facilities. It Shall Also Include A Clean-up Of The Site After Completion Of The Contract As Well As Transportation From The Site Of The Contractor’s Personnel. B. Site Clearing And Proper Waste Disposal General Site Clearing Operations Include The Removal Of Demolished Materials And Objectionable Matter, Protection And Clearing To Allow For New Construction. The Contractor Is Obliged To Provide Barricades, Coverings, Or Other Types Of Protection Necessary To Prevent Damages. Likewise, He/she Is To Dispose Of Materials, Trash And Debris In A Safe And Acceptable Manner In Accordance With Applicable Laws And Ordinances. Burying And Burning Of Trash And Debris At The Site Will Not Be Permitted. Trash And Debris Shall Be Removed From The Site At Regular Intervals To Prevent These From Accumulating And Ultimately Delaying The Course Of The Work. Site Works B.1. Excavation, Foundations, Anchorage The Design And Quality Of Structural Materials To Be Used Shall Be In Conformity To The Governing Laws And To The Acceptable Engineering Practices. Footings, Foundation Elements And/or Anchorage Systems Shall Be Of The Appropriate Type, Of Adequate Size/s And Capacity In Order To Safely Sustain The Superimposed Loads Under Seismic Forces, Lateral Earth Pressure Or Any Condition Of External Forces That May Affect The Stability Of The Structure. Excavated Soil Shall Be Coordinated With The Lgu-carmen For Proper Disposal. C. Conduct Of Potability Test After Project Completion And Commissioning, The Contractor Should Conduct Water Potability Test With The Presence Of The Representative Of The End-user. X. Specifications & Parameters A. Scope Of Design And Build Of The Water Treatment Facility And Related Works The Necessary Works For The Design And Build Of The Water Treatment Plant Including Raw Water Abstraction Facility And Pipeline, Product Pumping Station, Potable Water Transmission Pipeline, Power Supply, Metering House And Interconnection At The Delivery Points Shall Include But Not Be Limited To The Following: 1. Design And Construct A 3 Mld Raw Water Abstraction Facility And Raw Water Transmission Pipeline. 2. Design And Construct A 30,000 Cubic Meter Raw Water Impounding Lagoon. 3. Design And Construct A Water Treatment Plant (wtp) That Can Treat Raw Water With A Turbidity Of Up To 5,000 Ntu With 100% Water Recovery And Zero Effluent Discharge. 4. Design And Install A Product Pumping System That Will Pump The Potable Water To The Target Areas. 5. Design And Construct The Power Supply System Needed To Run The Water Treatment Facilities Inclusive Of 3-phase Power Transmission Line, Transformers And Standby Generator Set. 6. Design And Install Product Water Transmission Line And Distribution Line For The Target Service Areas. 7. The Product Pumping And Pipe Sizing Must Be Designed That There Will Be At Least 10 Psi During Peak Hours. 8. Conduct Soil Investigation And Topographic Survey Of The Wtp Site. 9. Design And Construct Associated Civil Works Including Site Development For The Water Treatment Facilities, Site Utilities, Water Supply, Sewer And Drainage System. The Civil Works Shall Include But Not Be Limited To Foundation Works, Formworks, Concreting, Painting And Fencing. 10. Design, Supply And Install All Mechanical And Electrical Components Including Lightning Protection System For The Water Treatment Facilities, Instrumentation And Control Equipment And Accessories That May Be Deemed Necessary For The Efficient And Ease Of Operation Of The Water Treatment Facilities. 11. Provide Appropriate Electromagnetic (if Applicable) Flow Metering Devices For Inflow And Outflow Measurements. 12. Design And Construct Support Facilities Such As Chemical Storage & Control Room, Fence, Road Network, Etc. 13. Supervise Commissioning And Performance Testing Of The Wtp For One (1) Month Upon Issuance Of Mechanical Completion. 14. All Other Works Which May Be Reasonably Implied Or Nor Explicitly Described But Are Needed To Have A Complete And Efficiently Functioning Plant Shall Be Implemented/constructed By The Contractor At No Additional Cost To The Procuring Entity. B. Performance Specifications Of The Water Treatment Facilities And Related Works 1. Design Flowrates The Water Treatment Facilities Shall Be Designed For A Capacity Of 3 Mld. 2. Required Treatment Facilities And Performance Efficiency A. The Treatment Plant Shall Produce Treated Water Effluent Conforming To The 2017 Philippine National Standards For Drinking Water (pnsdw) As Shown In Table Below. The Wtp, Intake And Related Facilities Shall Be Designed With Expected Life Of 25 Years. Table 1. 2017 Philippine National Standards For Drinking Water Parameter Unit Analysis Taste Unobjectionable Odor Unobjectionable Color Apparent Tcu 10 True Tcu 5 Turbidity Ntu 5 Aluminum Mg/l 0.20 Chloride Mg/l 250 Copper Mg/l 1.0 Hardness Mg/l 300 As Caco3 Hydrogen Sulfide Mg/l 0.05 Iron Mg/l 1.0 Manganese Mg/l 0.4 Ph 6.5-8.5 Sodium Mg/l 200 Sulfate Mg/l 250 Total Dissolve Solids Mg/l 600 Zinc Mg/l 5 Arsenic Mg/l 0.01 Boron Mg/l 0.5 Cadmium Mg/l 0.003 Lead Mg/l 0.01 Benzene Mg/l 0.01 E. Coli Or Thermo Tolerant (fecal) Coliform Bacteria No./100 Ml Nil B. Design And Operate The Plant Free From Any Discernable Odor And Noise Louder Than 55 Decibels At The Site Boundary. C. The Contractor Must Incorporate In The Design Of Its Wtp A Feature That Will Allow 100% Water Recovery And Zero Effluent Discharge D. The Annual Average Chemical Usage Should Not Exceed Php 1.00/m3 E. The Power Unit Usage Within The Proposed Wtp Battery Limit (excluding Intake And Product Pumping) Should Not Be More Than 0.15 Kwh/m3. F. The Raw Water Pipeline And Product Water Pipelines Must Withstand A Pressure Of At Least 100 Psi. 3. Minimum Design Requirement The Water Treatment Facilities Must Be Designed To Prevent Total Plant Shutdown When Undergoing Pump Maintenance Works. As Such, There Should Be At Least One Duty And One Stand-by Item Of Equipment To Allow The Plant To Operate At Any Given Time With A Full Process Flow Capacity At The Desired Efficiency During Equipment Replacement/repair Or Maintenance Servicing Or Cleaning. Equipment Upon Which The Plant Is Dependent For Full Operation Must Also Be Provided With Standby. A. Design All Plant Structures To Withstand Pressures And Seismic Loading In Accordance With The National Structural Code Of The Philippines. However, For Structural Concrete, The 28-day Compressive Strength Shall Not Be Less Than 21 Mpa. B. The Minimum Design Requirement For All Buildings Shall Be Concrete Foundations And Floors, Concrete Structural Elements, Galvanized Steel Trusses And Roof Frame, Reinforced And Filled Concrete Block Walls With Rendering And Painting, Bonded-color Steel Roofing System, Suspended Ceilings, Tiled Floors For Office Areas, Ceramic Tiling For Showers, Toilets And Similar Areas, Concealed And Under-floor Service Conduits And Pipelines And Air Conditioning For Office Areas. C. Electrical Power Supply And Control System And Requirements I. The Electrical Power Supply And Control System Shall Include But Not Limited To The Main And Branch Circuit Overcurrent Protective Devices, Motor Controllers Including All Protective And Monitoring Relay Systems Required For The Complete Operation Of The Plant And All Necessary Wiring, Conduits And Grounding Systems. Electrical Power And Control System Shall Be Wired So That The Various Items Of Plant Equipment Can Be Operated Either Manual Or Automatic To Achieve The Intended Sequence Of Operation. Process Control Shall Be Situated At The Motor Control Centers (mcc). Ii. Factory Wired Plant Components Shall Be Interconnected So As To Be An Integral Part Of The Plant. Iii. Provide Surge Protection To Prevent Damage To Electric Motors And All Other Electrical And Electronic Components During Fluctuation Of Voltage, During Resumption Of Power Supply After A Power Interruption And From The Effects Of Lightning. 4. Facilities Description And Specifications All Processes And Facilities Shall Be Designed To Meet The Performance Requirements For The Proposed Project. The Inter-connectivity Between Various Plant, Support Services And Structures Must Be An Integrated Approach To Meet Operational Performance, Flexibility, Maintenance And Reliability Criteria. The Power Unit Usage Within The Battery Limit Of The Proposed Wtp Shall Not Be More Than 0.07 Kwh/m3. The Water Treatment Plant May Include But Not Be Limited To The Following Main Process System, Support Systems And Relevant Facilities: A. Raw Water Abstraction Facility The Raw Water Abstraction Facility And Pipeline Shall Have A Capacity Of 3 Mld. The Natural Flow Of The River Shall Not Be Obstructed Or Changed By Constructing A Dam, Weir, Or A Similar Structure That Could Result To Flooding Of The Nearby Properties. The Abstraction Facility Shall Consist Of The Following: • Intake Weir, Water Collection Channel And Water Collection Well • 2 Units Submersible Non Clog Pump (1 Running And 1 Spare) With Motors And Variable Frequency Drive • Pipe Lay-out • Electrical Systems And Controls B. Raw Water Pipeline The Raw Water Pipeline Must Be Made Of Spiral Welded Steel Pipe. Pipes To Be Used Must Pass The Required Test Set By The Appropriate Authority. Pipes Shall Be Laid At A Minimum Depth Of 60 Cm. Pipe Sizing Should Be In Conformance To The Hydraulic Analysis C. Raw Water Impounding Lagoon The Impounding Lagoon Have A Capacity Of A Least 30,000 M3 And Will Be Lined With Hdpe Geosynthetic Lining The Lagoon Will Also Be Installed With The Pumping System That Will Pump Water From The Lagoon To The Water Treatment Plant. The Lagoon Pumping Station Will Comprise Of 2 Units (1 Pump Running And 1 Pump Spare) Submersible, Non-clog Pumps, With A Capacity Of 3mld And A Head Of 15 Meters. D. Water Treatment Plant The 3mld Water Treatment Plant (wtp) Must Be Able To Handle And Process Incoming Raw Water With Turbidity Levels Up To 5,000 Ntu. The Wtp Shall Include But Not Limited To Receiving Well, Mixing Channel, Flocculation Basin, Sedimentation Basin, Rapid Sand Filters, Chlorination, Chemical Dosing Equipment, Clear Water Tank And Sludge Management. The Wtp Shall Be Able To Produce An Effluent That Meets The Parameters Prescribed In The 2017 Philippine National Standards For Drinking Water (pnsdw). The Wtp Should Make Use Of Gravity Flow To The Extent Possible Which Minimizes The Use Of Energy For Pumping Resulting In Low Operation Costs. It Shall Incorporate A Zero Effluent Discharge Design And Will Make Use Of An Activated Filter Media System. • Receiving Well Provide A Receiving Well At The Proposed Wtp (with A Flow Measurement Or Device) To Receive Raw Water From The Intake Facilities. Pre-chlorination And Coagulant Dosing Shall Be Done At The Receiving Well • Rapid Mix-flocculation-sedimentation Provide A 2-stage Flocculation Chamber With Agitators For Proper Dispersion And Formation Of Flocs And A Sedimentation Basin For The Separation Of The Flocs By Gravity Settling. It Shall Have Provision For Removal Of Sludge. It Should Minimize Hydraulic Head Losses Between Units To Allow Future Changes In Processes Without The Need For Re-pumping. Rapid Mix The Rapid Mix Shall Mean The Rapid Dispersion Of Chemical Through The Water To Be Treated, Using Violent Agitation. The Tanks Should Be Made Of Concrete, Equipped With Devices Capable Of Adequate Mixing For All Process Treatment Flowrates. The Retention Time Should Not Be More Than 10 Seconds. The Rapid Mix Shall Be Designed In Close Proximity With The Flocculation Tanks. Flocculation Flocculation Shall Mean The Agitation Of Water At Low Velocities For Long Periods Of Time. Inlet And Outlet Of The Tanks Shall Be Designed That It Will Minimize Short-circuiting And Destruction Of Flocs. The Tanks Shall Be Made Of Concrete And Waterproof From Wall To Wall. Drain Or Pump Shall Be Provided To Handle Dewatering And Sludge Removal In A Short Period Of Time, When Necessary. The Inlet And Outlet Velocity Should Be Between 0.15 M/s, And 0.45 M/s With A Detention Time For Flocs Formation Of At Least 20 Minutes. Sedimentation Sedimentation Shall Follow Flocculation. The Following Criteria Shall Apply To Conventional Sedimentation Units: - The Sedimentation Tank Shall Complete With Inlet And Outlet Structures, Sludge Collection And Removal Mechanism, Isolation Valves And Gates, Drainage And Safety Ladder, Catwalks And Manholes. - The Surface Overflow Or Settling Rate Should Not Be More Than 2.0 M/h. - Inlet Shall Be Designed To Distribute The Water Equally And Uniformly. The Inlet Velocity To The Sedimentation Tanks Should Not Be More Than 0.3 M/s. - Basins Should Be Provided With Sludge Collection And Removal Mechanism. Valves Shall Be Provided To Isolate For Maintenance Purposes. It Shall Be Designed To Eliminate Or Minimize Clogging. Cleaning Or Removal Of Sludge Through The Use Of Sludge Disposal Pump Shall Be Designed In Such A Way That It Could Be Facilitated/completed In A Short Period Of Time. The Sludge Shall Be Conveyed To The Sludge Lagoon Through The Drainage Facilities. • Filtration System The Filtration System Shall Serve As The Final Stage Of Treatment To Remove Suspended Solids And Colloids. It Shall Compose Of The Activate Media Filter System. The Proposed Filter Shall Also Include The Following: A Minimum Of 8 Units Of Filters With Capability To Meet Plant Capacity Even If One (1) Filter Is Taken Out For Service Or Backwashing; An Automatic Backwashing System Complete With Controls And Motorized Gates And Valves; Wash Water Collection System And An Underdrain System That Efficiently Collect The Filtered Water. Filter Run Time Should Be Between 24 And 72 Hours. Each Filter Bed Shall Be Designed For A Filtration Hydraulic Loading Rate Of Not More Than 12 M3/m2-hr When One Filter Is Out Of Service. The Multimedia Filter Shall Operate 24 Hours Per Day Whole Year Round At The Design Capacity Of 3 Mld Regardless Of The Quality Of The Raw Water. The Filter System Shall Be Designed Such That No Power Is Required During Normal Operation And During Backwash Time. The Production Capacity Of The Filtration System Should Not Be Affected And Remains The Same At 3 Mld Even When One Cell Is Undergoing Backwash Operation. - The Filtration System Shall Be Structurally Designed Sound And Safe, Made Of Reinforced Concrete, Complete With Vertical Walls Within The Filter With No Protrusion Of The Filter Walls Within The Filter Media; Head Room To Permit Normal Inspection And Operation; Walkways, Ladder Rungs And Manhole Covers Shall Be Provided As Necessary For Easy Access And Maintenance. Walkways Shall Be Provided With Stainless Steel Safely Handrails. - Appurtenances The Following Shall Be Provided For Each Filter Cell: Water Inflow Control, Backwashing Pipes And Valves, Underdrain That Will Allow Filtered Water To Flow By Gravity At Wtp Capacity And Reverse Flow During Backwashing By Gravity To Remove Accumulated Sludge. • Disinfection Facility The Disinfection Facility Shall Cover The Pre Chlorination And Post Chlorination Requirement Of The Water Treatment Plant. Provide A Disinfection System That Will Be Used To Kill Pathogenic Microorganisms. There Should Be Sufficient Excess Of Chlorine For Disinfection Including A Free Residual Chlorine Concentration Of 0.5 – 0.7 Mg/l. The Disinfection System Shall Include All Equipment Such As Chlorine Dosing Pump And Other Miscellaneous Items Necessary For Disinfection Using Granular Chlorine. The Chemical Dosing System Shall Be Located Near The Receiving Well. A Storage Area Of Capable Of Handling At Least 30 Days Of Chemical Shall Be Provided. The Disinfection Facility Shall Be Capable Of Applying The Following Dosages At The Plant’s Design Flow Rate: Minimum Dose 0.30 Ppm Average Dose 1.00 Ppm Maximum Dose 5.00 Ppm • Chemical Feeding System Provide Complete Chemical Feeding System For Dissolving And Injecting Various Chemicals To Support The Rapid Mix And Coagulation Process. Include Batch Tanks, Storage Tanks, Mechanical Mixers, Metering Screws, Pipe Work, Valves, Fittings And Associated Equipment. The Feeding Systems Shall Be Located Inside The Chemical Building. The System Shall Be Arranged To Accept Chemical Supply In Both Liquid And Powder Forms. Equip The System With Ladders, Walkways, Platforms, Handrails And Cages To Allow Safe Access To The Equipment For Operations Staff. Locate Standpipes And Hoses Near The Equipment For Maintenance. E. Sludge Lagoon The Sludge Lagoon, Or The Residual Management Facility Must Have A Capacity Of At Least 500 M3. This Must Be Designed That There Is 100% Water Recovery And Zero Effluent Discharge. F. Product Pumping Station The Treated Potable Water Will Be Pumped To The Target Service Areas With A Residual Pressure Of No Less Than 10 Psi During Peak Hours. Two Units Of Centrifugal Pump Should Be Installed (1 Running And 1 Spare) Capable Of Delivering The Requirement 3 Mld. G. Power Supply Power Supply Facility Is Inclusive But Not Limited To The Following: • 3- Phase Line With Primary Voltage Recloser (depending On Electric Cooperative Requirement) • Distribution Transformer • Stand By Generator Set With Automatic Transfer Switch The Specifications Of The Transformers And Generator Set Must Be Based On The Calculations On The Total Load Of The Whole Water Treatment Facility. H. Product Water Transmission Pipeline The Potable Water Pipeline Must Be Made Of Hdpe Pipe. Pipes To Be Used Must Pass The Required Test Set By The Appropriate Authority. Pipes Shall Be Laid At A Minimum Depth Of 60 Cm. Pipe Sizing Should Be In Conformance To The Hydraulic Analysis. Quality Assurance For Buttfuse Works Must Be Performed To Ensure That There Will Be No Leaking During Operation. The Pipes Must Be Able To Withstand A Pressure Of No Less Than 100 Psi. Estimated Length Are As Follows: Description Length 10” Mm Ø 2,058 Meters 8” Mm Ø 1,254 Meters 6” Mm Ø 3,882 Meters 4” Mm Ø 464 Meters I. Product Water Distribution Lines, Valves, Fittings And Other Appurtenances The Potable Water Pipeline Must Be Made Of Hdpe Pipe. Pipes To Be Used Must Pass The Required Test Set By The Appropriate Authority. Pipes Shall Be Laid At A Minimum Depth Of 60 Cm. Pipe Sizing Should Be In Conformance To The Hydraulic Analysis. Quality Assurance For Buttfuse Works Must Be Performed To Ensure That There Will Be No Leaking During Operation. The Pipes Must Be Able To Withstand A Pressure Of No Less Than 100 Psi. Corresponding Valves And Fittings Ang Interconnection To The Main Transmission Line Must Be Installed. Estimated Length Are As Follows: Description Length 3” Mm Ø 3,756 Meters 2” Mm Ø 6,900 Meters J. Auxiliary Facilities I. Chemical Storage The Storage Area Should Be Able To Handle Various Chemicals For 30 Days Plant Operation At Full Capacity. The Building Should Satisfy And Follow All The Necessary Safety Requirements In The Operation Of The Chemical Building. Ii. Fence Provide Inter-link Fence Around Entire Parameter Of The Plant Site. Locate Fence To The Correct Boundary And Provide Certified Survey Of Fence After Installation. Include Vehicular Gate At Entrance Roadway And An Adjacent Personnel Gate With Gate Restraints, Chains And Locks. Perimeter Lighting Shall Also Be Provided. Iii. Road Provide Paved Road Network Servicing All Areas Of The Plant And Incorporating Geometric Design And Traffic Management Features To Ensure A Free Flow Of Vehicles. Iv. Support Systems Potable Water Supply System Provide A Complete Potable Water Supply System For Drinking Water, Staff Amenities, Chemical Dilution, Cleaning, Toilets, Lavatories, Essential Process Requirements, Fire Lighting And All Other Applications. Water Shall Come From The Product Water Tank. Drainage System Provide Complete Drainage System (to Flow By Gravity) For All The Buildings, Road Networks, Water Treatment Perimeter, And Essential Area. A Separate Drainage System Shall Be Provided To Convey (by Gravity) The Sludge From The Sedimentation Basin And The Backwash Water From The Rapid Sand Filler And Other Waste Water From The Proposed Wtp Into The Sludge Lagoon Located At The Nearby Existing Wtp. Electrical Power And Control System Provide A Complete Electrical And Control System For The Plant Including The Site. Fire Control & Alarm System Provide A Complete Fire Protection Such As Smoke Detector And Alarm System In All Buildings, Control Room, Laboratory And Related Facilities And Shall Be Complying With The National Building Code Of The Philippines. Provide Fire Extinguishers At Strategic Location Inside The Plant And Support Structures. The Alarm System Shall Be Designed Audible To A Minimum Distance Of 30 Meters. Lightning Protection And Grounding System V. Miscellaneous Items That Are Deemed Necessary Provide All Necessary Items/works To Have A Complete And Efficiently Functioning Plant. 5. Process Performance Test And Guarantee, Proving And Warrantees A. After The Issuance Of The Certificate Of Completion, The Contractor Shall Supervise The Performance Testing Of The Wtp And Training Of The Procuring Entity Personnel Within A Period Of One (1) Month. The Procuring Entity Shall Supply The Operation And Maintenance Manpower And All Materials, Utilities Including Power, Fuel, Lubricants, Chemicals, Facilities, Services And Other Items Needed To Operate And Maintain The Plant. The Contractor Shall Be Responsible For The Cost Of Parts Or The Facility That May Have To Be Replaced During The Proving Period. B. The Contractor Shall For Thirty (30) Consecutive Day Demonstrate That The Completed Wtp Shall Operate In Accordance To Stated Performance Specifications And Parameters. C. The Contractor Shall Be Responsible For Making All Remedial Measures To Bring The Plant Performance And Efficiency To The Specified Level. Failure Of The Contractor To Complete All Remedial Measures Shall Authorize The Procuring Entity To Confiscate The Performance Security Or The Performance Guarantee Bond As The Case May Be And To Retain All Monies Due To The Contractor Without Prejudice To Procuring Entity's Right To File A Damage Suit. D. The Power Unit Cost Per Cubic Meter Of Treated Water At The Proposed Wtp Battery Limit Should Not Be More Than 0.15 Kwh/m3 E. The Annual Average Chemical Usage Should Not Exceed Php 1.00/m3 F. The Contractor Shall Provide One (1) Year Mechanical Warranty. G. The Contractor Shall Provide Lifetime Technical Advisory Service To The Procuring Entity. Xi. Bid Proposal Inclusions In The Preparation Of The Proposal, The Bidder Should Ensure That The Following Are Included In The Submission: 1. Technical Drawings A) Process Flow Diagram And P&id B) Site Development Plan C) Key Components Lay-out Plan D) Electrical Sld And Estimated Energy Requirement E) Conceptual Drawings And 3d Rendition Of The Water Treatment Plant And Other Facilities 2. Schedules A) Pert/cpm Network And Bar Chart/s-curve Schedule (design Stage And Construction Stage Should Be Well Defined In The Schedule. B) Manpower And Equipment Schedule C) Financial Periodic Cash Requirement 3. Capital Expenditures Proposal The Bid Should Have A Detailed Cost Breakdown Of The Components Of The Project: A) Detailed Engineering Design B) Water Treatment Plant C) Support Facilities D) Wastewater And Sludge Management Facility E) Utility Power Supply Including Transformers And Transformer Pad. F) Site Development (fencing, Road Network, Lightings, Drainage, Etc.) G) Commissioning And Testing H) Proving Period Cost Of The Inclusions Such As Hydrological And Geotechnical Studies, Site Surveys, And Insurances, May Be Individually Included In The Cost Breakdown Of The Components Where It Will Be Used. Proposal Should Also Include The Cost Of One (1) Month Of Testing And Commissioning. Cost Of Electricity And Chemicals To Be Used During The One-month Period Of Proof Of System Operations And De-bugging Must Be Become By The Bidder 4. Operations Expenditures Breakdown A Detailed Breakdown Of The Operations Expense Should Be Submitted With The Following Specifications: A) Power: • Include The Estimated Electric Consumption Starting From The Intake And The Wtp Process – Including Wastewater And Sludge Management Facility; • Electric Consumption Should Be Stated In Kwh Per Cubic Meter; • Electric Consumption Should Also Be Stated As A Philippine Peso Value Per Cubic Meter Using Php 9.00 Per Kwh As The Electric Cost. B) Chemicals: • Breakdown Of Chemical Consumption Per Cubic Meter Should Be Presented; • Chemical Consumption Per Cubic Meter Should Be Stated In Philippine Peso Value; Xii. Ded Submittal 1. Design Report, Construction And Shop Drawings A. The Design Report Shall Contain All Engineering Design Details Related To The Project Including Electrical And Mechanical Design, Structural Design And Bill Of Materials. All Design Calculations Shall Be Orderly Compiled And Submitted To The Procuring Entity As An Integral Part Of The Design Report. B. The Technical Specifications Of The Major Equipment Should Be Submitted C. The Drawings Shall Show The Complete Assembly Of The Plant With All The Equipment And Appurtenant Components. The Layout Shall Indicate The Relative Location Of The Plant With Respect To The Boundary Of The Lot. D. The Drawings Shall Show Complete Construction Details For Each Component, Piece Of Equipment, Support Structure And Access Facilities. 2. Drawings A. Drawings For Approval Drawings To Be Submitted By The Winning Bidder For Approval Shall Be Of Size A3. 3. Operation & Maintenance Manuals And List Of Spare Parts Prepare And Submit Draft Operation And Maintenance Manual With Lists Of Spare Parts For The Plant Including All Equipment, Thirty (30) Calendar Days Before The Intended Completion Date. Submit The Completed Operation And Maintenance Manual Within Two Weeks Of Receiving Review Comments In The Form Of Two Digital Copies On Cd And Four Hard Copies Using The Latest Versions Of Word And Autocad With Supplementary Drawing And Image Files In Pdf Format. Manuals Shall Be In Metric, A4 In Size With Three Ring Binders With Durable Hard Covers. Drawings Shall Be In Metric, A3 Size Covers And Held Together Using Three Removable Brass Male/female Screws. All Drawings Shall Be In A3 Size. The Operation And Maintenance Manuals Shall: I. Cover All Aspects Of The Works Ii. Provide 'general Principles Of Operation' For The Plant. The General Principles Of Operation Shall Be Prepared By The Designers And Should Include The Necessary Information For Operators To Effectively Operate And Maintain The Works. Iii. Incorporate Safety, Environmental And Quality Issues. Iv. Have Detailed Indexes And Cross Referencing. V. The Operations Manual And The Maintenance Manual Shall Be Bounded Separately. A. Operation Manual A Single Operation Manual Shall Be Provided For The Operation Of The Plant. The Manual Shall Include But Not Be Limited To: I. Title Page: Project, Procuring Entity's And Contractor’s Name, Address And Telephone Number And Contract Number. Ii. Index: Include A Comprehensive Index Iii. General Description • Location • Site Layout, Process And Instrumentation Diagrams, Hydraulic Profile • Description Of Process And Effluent Criteria • Design Criteria Iv. Safety Management V. Environmental Management Vi. Detail Operation (for Each Process Unit) • Describe Each Process Unit Including Size And Number Of Mechanical/ Electrical Units • Mode Of Operation (start, Shutdown, Manual And Auto Control) • Performance Criteria For Each Process Unit/facility • Sampling Points • Troubleshooting • Record Keeping Requirements • Duty Statements (for Operators) • Operating Procedures (covering Safely And Environmental Procedures) • Environmental And Emergency Response • Sampling And Monitoring Requirements - Include Performance Criteria For Each Process Unit - Monitoring Of The Receiving Environment (waterways, Noise And Odors) • Cross Reference To Maintenance Manuals - Provide Maintenance Manuals To Support This Operations Manual For All Mechanical And Electrical Equipment. B. Maintenance Manual Prepare Maintenance Manuals For All Individual Items Of Equipment. The Manuals Shall Include But Not Be Limited To: I. Title Page: Project, Procuring Entity's Name, Address And Telephone Number, Contractor's Name, Address And Telephone Number And Contract Number. Ii. Index: Include A Comprehensive Index. Iii. Description: A Full Description Of The Equipment With A Tabulation Of Dimensions And Performance Ratings. Iv. Principles Of Operation: Basic Working Description, Including Novel Features And Any Automatic Control. V. Operating Instructions: A Step-by-step Procedure Organized In Sections Containing The Following: • Pre-start Check-up • Starting • Continuous Operation • Stopping • Emergency Stopping • Abnormal Operation (as Applicable) Vi. Installation And Commissioning Instructions: Details Of Standards And Procedures For Transporting And Installing The Equipment. Including A Step-by-step Procedure For Mounting Or Erecting, Wiring And Lubricating The Equipment. Alignment Tolerances And Check Requirements Shall Be Stated. Vii. The Commissioning Instructions Shall Include Step By Step Procedures Before And During Start-up, After Starting And Operational Tests During Continuous Operation. Viii. Routine Maintenance - Step By Step Procedure For Preventive Maintenance Work Carried Out At Intervals Of 2 Weeks Or Less. Ix. Periodic Maintenance: Step By Step Procedure For Fault Correction And Preventive Maintenance Carried Out At Intervals In Excess Of Two Weeks, Involving Replacement Of Spare Parts And Consumables. A List Of Special Tools Shall Be Included. X. Test Data And Troubleshooting: Instructions To Qualified Tradesmen For Assessing The Operational Performance Of The Equipment. Xi. Spare Parts List: Illustrations And Schedules For Identification And Specifications Of All Items In The Equipment. Exploded Diagrams Are Required. The Recommended Spare Parts Stock For One Year Shall Be Indicated. Xiii. Personnel & Equipment Requirement The Bidder Must Demonstrate That It Has Designed And Constructed Similar Water Treatment Facilities And Has The Personnel For The Key Positions That Meet The Following Requirements: Item Position Total Work Experience (years) Similar Work Experience (years) 1 Project Manager 10 5 Design 2 Water Treatment Specialist (chemical Engineer) 5 3 3 Sanitary Engineer 5 2 4 Professional Mechanical Engineer 5 3 5 Professional Electrical Engineer 5 3 6 Structural Engineer 5 2 Build 7 Project Engineer 5 3 8 Civil Engineer 5 3 9 Mechanical Engineer 5 3 10 Electrical Engineer 5 3 11 Safety Officer 5 2 The Contractor Shall Provide Details Of The Proposed Personnel And Their Experience Records. C. Equipment The Contractor Must Demonstrate That It Will Have Access To The Key Equipment Listed Hereafter: Item Equipment Type And Characteristics Quantity 1 Dump Truck 1 2 Backhoe 1 3 Roller Compactor 1 4 Concrete Vibrator 1 5 Bagger Mixer 2 6 Bar Cutter 1 7 Welding Machine 1 8 Boom Truck 1

Description: M.s.assorted Scrap - 98050047(15) Cond.&u/s M S Assorted Scrap Consisting Of Draw Hook Beams, Axle Guides, Draft Keys, Brake Gear Pins, Ms Dash Pots, Protective Tubes, Avm [anti Vibration Mounting] Pads, Primary Rubber Pads, Memu Brake Beams, Roller Bearings Ms, Outer Rings, Moulds,eq. Stays, Hanger Blocks, Bss Pins, Anchor Link Bodies, Anchor Link Silent Blocks, Lower Spring Seats, Brake Heads, Diff. Types Of Brake Hangers And Levers, D V Components, Schaku Components, Ms Collars, Long Bolts,dm Rings, Retaining Rings, C.b.c Components, Knuckle,base Plate,supporting Device,draft Gear Assembly, Shanks,c.p.b Bracket With Control Reservoir,m 16 Bolts And Cotters ,split Pins, Wearing Plates, M S Pipes, Safety Strap, Locking Plates, Bracket For Bogie Bolster,shock Absorbers, Lhb Shock Absorbers, Generators Spare Parts , Centre Pivots, Brake Beam Support Brackets, Safety Wire Rope Pieces, Rod Pieces, Bmbc Barrels, And Connecting Rods,m S Bodies Of Fire Extinguisher,m S Cartridges, Cr Rings, Brake,ms Ball Bearing, Dampers, Shoe Keys, Etc., With Or Without Attachments Of Rubber, Fiber, Nylon Bushes And Other Similar Carriage And Memu Items . Hsn Code: 72044900 Gst@18% On Forward Charge Basis. Note:1) Delivery On Actual Weighment Basis Only. 2)if Any Ss/non-ferrous Items Found During Loading /delivery Shall Be Returned To The Railways By The Purchaser.3) Segregation Not Permitted. Location :ferrous Yard Bin No: C-5.

Description: Cond. & U/s Ferrous Scrap In Corroded Nature Such As Head Stock, Foot Steps, Berth Frame, Roller Shutters, Corroded/ Dinged/ Damaged Wagon Door, Zinc Coated Fs Sheets, Base Plates, Ms/gi Sheets In Full/cut/damaged/rusted/corroded/crushed Condition, Wagon Floor Sheet, Coach Door ,sliding Door Of Various Sorts & Sizes, Battery Boxes, Battery Box Door, Collapsible Gate, Punches Plate/ Sheet/ Screen, Corroded Shear Cutups, Galvanised Sheets Rusted Condition, Roof Light/tube Light Fitting With/without Ballast, Fl Housing, Tl Patti, Crushed Drums, Cfl Frame, Regulator Box, Ms Gutter, Corroded Fabrication Scrap, Carriage Fan Body Cover/end Shield/ Guard/ Blade, Pedestal Fan Guard, Air Brake Pipes, Corr. Barrels/paint Drums, Silent Block, Anchor Block, Wires, Chains, Boxes, Hoop Iron, Lamps, Wall Protector, Trough Sheets, Air Filter, Clips, Panels, Corroded Gi Pipes With/without Valves, Gi Duct, Ci Covers, Corroded/ Damaged/ Dinged Condition Coach/wagon Cutup Parts, Sheets, Equalizing Stay, Brake Anchor, Pre Cooling Outer Enclose, Corroded Round/square Pipes, Pipe Wrench In Corroded Condition, Commode Chutes, Pins, Rivets, Bolts, Nuts, Small Iron Pieces, Wire Rope/safety Rope With/without Aluminium Sling, Box Type Fitting, Antenna Mounting Pipes, Shell Of Window Ac Of Various Sorts, Dust Bin, Hood, Grs Box, M.s Pipes Of Various Sizes, Card Rack, Bond, Hs Lamp, Battery Charger Core With Iron Stand Or Frame, Iron Core, Fl Patti & Fitting Of All Types And Sorts And Sizes, Fire Extinguisher Without Cap, Fan Down Rod, Ferrous Ac Template, Train Information Display System, Packing Strips, Battery Tray, Trough Floor Sheets, Radiator Bracket, Empty Charger Without Nfs Attachments (ferrous) And Any Other Ferrous Items Of Highly Corroded Nature Released From Carriage/wagon/loco Rolling Stocks, Galvanized Sheets Of Sorts & Sizes, Sand Pipe, Fl Fitting, Rolling Shutter And All The Above Items Are Of Various Sorts And Sizes In Full/cut/broken And With/without Wooden/glass/ Rubber/ Fs End Fittings With /without Minor Non Ferrous Attachments If Any In As Is Where Is Condition. Pl.no. 98090800. Custodian: Cdms-rsf-gsd-per. Location: Near Old E-ii Ward Annexe Note: 1) Cutting Permitted To Heavy Nature Items Only. 2) Loading By Crane Is Also Permitted.3) If Any Non-ferrous Materials Found Should Be Handed Over To Custodian.