Sewage Treatment Tenders

Details: The Ordering Party requests the submission of a preliminary quotation for: Servicing of Wey gate valves produced by Sistag Ag for the "czajka" plant, Sewage Treatment Plant Operation Department. The quotation form and description of the subject of the order are available in the Attachments tab. The Valuation Form should be submitted via the Company's Purchasing Platform, solely from your profile registered on the Purchasing Platform by attaching the Valuation Form in the Attachments tab. It is deemed that the person posting all documents, applications, notices and offers on the Company's Purchasing Platform is authorized by the Contractor and acts on his behalf. At the same time, we would like to inform you that the price indicated in the valuation form will be used solely for the purpose of understanding the market by the ordering party and does not constitute a binding offer for awarding the order.

Details: The Procuring Entity Intends to Acquire the Reconstruction Works of Sewage Treatment Plant, Šilėnai District, Kairių Sen., Šiaulių R. Sav. The works are carried out according to the Technical Project "wastewater treatment plant, Šilėnai District, Kairių Sen., Šiauliai R. Sav., Reconstruction Project" Invi-vp-2206-07-tp-šil (Appendix 2 of the special Purchase Conditions). The contractor must prepare the work project and perform the construction works in accordance with the solutions of the technical project. The Works Include the Implementation of All Necessary Connections to Engineering Networks, Obtaining All Necessary Permits and/or Licenses, Transferring the Executive Documentation of Completed Works to the Customer, as well as All Necessary Measurements, Tests, Cleaning Works and All Other Works Necessary to Sign the Construction Completion Document, And The Structure(s) Would Be Fit For Operation.

Details: Null()bamble Municipality, Technical Services and Property Management, Invites Open Competition, About the Sludge Renovation Service. A framework agreement with a contract period of 4 years with the possibility of extension of up to 1 + 1 year is to be entered into. Commencement Is Intended To Take Place From 01.04.2024. The Municipality Wants To Obtain Tenders For Emptying Sludge Separators/Septic Tanks And Sealing Sludge Tanks From Private Year-Round Homes With Transport To The Reception Station At The Salensletta Pump Station. Furthermore, Prices Are Wanted For Flushing Of Lines, Emptying Of Municipal And Private (leisure properties) ) Sludge separators and tanks, emptying of sand traps and transport between sewage treatment plants in the municipality. measurement and registration of the facilities' location and quality is carried out by the renovator/driver when emptying. The client must use Komtek Slamtømmer Felt.

Details: Description Request For Quotation (np-small Value Procurement) Rfq No. : 2024-237 Date : 10/18/2024 Pr No. : 2409007 / 262 End User : N. Jordan/ Eng'g Name Of Company : Address: Contact No. Philgeps Registration No. Please Quote Your Best Offer For The Item/s Described Herein, Subject To The Following Conditions: 1 Accomplished This Request For Quotation (rfq) Correctly And Accurately With A Non-extendable Period According To The Deadline Set For Submission. 2 Price Quotation/s Must Be Valid For A Period Of Sixty (60) Calendar Days From The Date Of Submission. 3 All Technical Specifications Are Mandatory. Failure To Comply With Any Of The Mandatory Requirements Will Disqualify Your Quotation. 4 Quotations May Be Submitted Through Facsimile Thru No. 261-9989 Local 5101 Or Thru Email Address At Bac@samch.doh.gov.ph On Or Before ___________________________________________ @5:00pm. 5 Management Reserves The Right To Reject Outright Any Contingent Bids. 6 Participating Suppliers/service Providers Are Encouraged To Have An Existing Landbank Of The Philippines (lbp) Account In Compliance To Dbm Circular Letter No. 2013-16. Atty. Ellen R. Nalia Chairperson, Bids And Awards Committee Documentary Requirements 1 Latest Business/mayors Permit 2 Philgeps Registration Number 3 Notarized Omnibus Sworn Statement 4 Latest Income Tax Return Incomplete Documentary Requirements And Quotations Received After The Submission Deadline, For Whatever Reason, Will Not Be Considered For Evaluation.thank You And We Look Forward To Receiving Your Quotation. After Having Carefully Read And Accepted The Terms And Conditions In The Request For Quotation, Hereunder Is Our Quotation For The Item/s As Follows: Procuring Entity Supplier's Offer Bac Item No. Item & Description Uom Qty Approved Budget For The Contract ( Total ) Unit Price Total Brand, If Applicable Remarks Unit Price Total 1 Design, Fabricate, Supply, Delivery And Installation Of Signages Lot 1 895,000.00 895,000.00 Ground Floor - 89 Pcs Size: 100cm X 240cm Signage Description: Lighted, Built-up Acrylic Letters With Aluminum Composite Panel (acp) Background, With Arrow For: Emergency - 1 Pc Size: 20cm X 60cm Signage Description: Lighted, Built-up Acrylic Letters For: Entrance – 1 Pc Exit - 1 Pc Guard House Sign - 1 Pc Size: 15cm X 140cm Signage Description: Lighted, Built-up Acrylic Letters For: Opd Triage - 1 Pc Size: 15cm X 100cm Signage Description: Lighted, Built-up Acrylic Letters For: Cashier - 1 Pc Size: 15cm X 300cm Signage Description: Lighted, Built-up Acrylic Letters For: Billing And Philhealth - 1 Pc Size: 78cm X 465cm Signage Description: Lighted, Built-up Acrylic Letters With Aluminum Composite Panel (acp) Background, For: Emergency - 1 Pc Size: 60cm X 100cm Signage Description: Non-lighted, Acrylic Black With Acrylic White Cut-out Icon For: Main Directory And Vicinity Map - 1 Pc Administrative Building Directory - 1 Pc Gf Building A Directory - 2 Pcs Gf Building B Directory - 1 Pc Size: 20cm X 60cm Signage Description: Non-lighted, Built-up 3mm Acrylic Letters For: Ambulance Parking - 2 Pcs Service Vehicle Parking - 1 Pc Pedia Ward Nurse Station - 1 Pc Materials Management Unit Warehouse - 1 Pc Size: 40cm X 300cm Signage Description: Non-lighted, Built-up 3mm Acrylic Letters For: Engineering And Facilities Management Section - 1 Pc Size: 40cm X 200cm Signage Description: Non-lighted, Built-up 3mm Acrylic Letters For: Administrative Building - 1 Pc Size: 15cm X 130cm Signage Description: Non-lighted, Built-up 3mm Acrylic Letters For: Building B - 1 Pc Building A - 1 Pc Size: 15cm X 140cm Signage Description: Non-lighted, Built-up 3mm Acrylic Letters For: Information - 1 Pc Size: 15cm X 115cm Signage Description: Non-lighted, Built-up 3mm Acrylic Letters For: Pharmacy - 1 Pc Size: 15cm X 141cm Signage Description: Non-lighted, Built-up 3mm Acrylic Letters For: Laboratory - 1 Pc Size: 15cm X 127cm Signage Description: Non-lighted, Built-up 3mm Acrylic Letters For: Radiology - 1 Pc Size: 40cm X 160cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out For: Outpatient Department - 1 Pc Size: 25cm X 80cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out For: Oxygen Generator Plant - 1 Pc Sewage Treatment Plant - 1 Pc Size: 17cm X 46cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out For: Waste Holding Area - 1 Pc Laundry Area - 1 Pc Isolation Room - 1 Pc Ante Room - 2 Pcs Malasakit Center - 1 Pc Pacd - 1 Pc Admitting - 1 Pc Procurement Section - 1 Pc Exit - 8 Pcs Entrance - 5 Pcs Pharmacy Department - 1 Pc Vital Signs Room - 1 Pc Pathologist Office - 1 Pc Doctors Quarter - 1 Pc Microbiology Room - 1 Pc Laboratory Department - 1 Pc Extraction Area - 1 Pc Ultrasound Room - 1 Pc Radiology Department - 1 Pc Xray Room - 1 Pc Server Room - 1 Pc Electrical And Engineering Room - 1 Pc Cadaver Holding Area - 1 Pc Social Workers Office - 1 Pc Respiratory Unit - 1 Pc Pedia Clinic - 1 Pc Ob-gyne Clinic - 1 Pc Dental Clinic - 1 Pc Materials Management Unit Office - 1 Pc Manifold Area - 1 Pc Utility Room - 1 Pc Food Preparation Area - 1 Pc Dining Room - 1 Pc Medical Records - 1 Pc Department Head Office And Clinic - 1 Pc Ct Scan Office - 1 Pc Fire Pump House - 1 Pc Waste Sterilizer Plant - 1 Pc Ct Scan Room - 1 Pc Counseling Room - 1 Pc Size: 17cm X 60cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out For: Finance Service Division - 1 Pc Main Entrance - 1 Pc To Building A - 1 Pc (with Arrow) Nutrition And Dietetics Section - 1 Pc To Building B - 1 Pc (with Arrow) Size: 30cm X 21cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out For: Public Toilet - 1 Pc Size: 17cm X 30cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out Ward 1a - 1 Pc Ward 1b - 1 Pc Second Floor – 72 Pcs Size: 60cm X 100cm Signage Description: Non-lighted, Acrylic Black With Acrylic White Cut-out Icon For: 2f Building A Directory - 1 Pc 2f Building B Directory - 1 Pc Size: 20cm X 60cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out Icon For: Or-dr Complex - 1 Pc (major Signage) Patho Ward Nurse Station - 1 Pc Size: 17cm X 60cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out Icon For: Office Of The Chief Administrative Officer - 1 Pc Human Resource Management Section - 1 Pc Office Of The Medical Center Chief - 1 Pc Neonatal Intensive Care Unit - 2 Pcs To Building A - 1 Pc (with Arrow) Intensive Care Unit - 1 Pc Pedia/ob Conference Room & Library - 1 Pc To Building B – 1 Pc (with Arrow) Outborn Neonatal Intensive Care Unit – 1 Pc Size: 17cm X 46cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out Icon For: Exit – 10 Pcs Qms And Training Office - 1 Pc I.t. Office - 1 Pc Legal Office - 1 Pc Server Room – 2 Pcs Mcc Secretary Office - 1 Pc Clean Up Sub-sterile Area - 1 Pc Scrub Up Area - 1 Pc Sub-sterile - 1 Pc Major Operating Room 1 – 1 Pc Major Operating Room 2 – 1 Pc Delivery Room - 1 Pc Recovery Room - 1 Pc Labor Room - 1 Pc Isolation Room - 1 Pc Janitor's Closet - 1 Pc Nurse Station-1 Pc Sterile Instrument Storage Area- 1 Pc High Risk Pregnancy Unit - 1 Pc Electrical Room - 1 Pc Breastfeeding Room - 1 Pc Viewing Area - 3 Pcs Milkbank And Breastfeeding Area - 1 Pc Central Supply Room - 1 Pc Public Cr - 1 Pc Cssr Releasing Area - 1 Pc Cssr Receiving Area - 1 Pc Doctors' Quarter - 1 Pc Hearing Diagnostic Center - 1 Pc Utility Room - 1 Pc Engineering Office – 1 Pc Entrance – 2 Pcs Oxygen Generator Plant – 1 Pc Size: 17cm X 30cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out Icon For: Ward 2a - 1 Pc Ward 2b – 1 Pc Private Room G - 1 Pc Private Room F - 1 Pc Ward 2c - 1 Pc Ward 2d – 1 Pc Semi-private E - 1 Pc Private Room E - 1 Pc Private Room D - 1 Pc Private Room C - 1 Pc Private Room B - 1 Pc Private Room A - 1pc Third Floor – 59 Pcs Size: 60cm X 100cm Signage Description: Non-lighted, Acrylic Black With Acrylic White Cut-out Icon For: 3f Building A Directory - 1 Pc 3f Building B Directory - 1 Pc Size: 20cm X 60cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out Icon For: Ob Ward Nurse Station - 1 Pc Nurse Station - 1 Pc Size: 17cm X 60cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out Icon For: To Building A - 1 Pc (with Arrow) Conference And Training Room - 1 Pc Size: 17cm X 46cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic Whte Cut-out Icon For: Discharge/releasing - 1 Pc Supply Storage And Medication Preparation - 1 Pc Treatment And Medication - 1 Pc Du/soiled Linen Stock Room - 1 Pc Linen Stock Room - 1 Pc Utility Room - 1 Pc Electrical Room - 1 Pc Chief Nurse Office - 1 Pc Linen Room - 1 Pc Female And Male Toilet - 2 Pcs Prayer Room - 1 Pc Entrance – 2 Pcs Exit – 8 Pcs Charting And Monitoring Area – 1 Pc Administrative Conference Room – 1 Pc Administrative Office – 1 Pc Size: 17cm X 30cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out Icon For: Isolation Room 316 – 1 Pc Isolation Room 317 – 1 Pc Isolation Room 318 – 1 Pc Isolation Room 319 – 1 Pc 301 - 315 Number Sign - 15 Pcs Ward Room I - 1 Pc Semi-private Room H - 1 Pc Semi-private Room G - 1 Pc Semi-private Room F - 1 Pc Ward Room L - 1 Pc Ward Room M - 1 Pc Ward Room N - 1 Pc Size: 100cm X 60cm Signage Description: Non-lighted, 3mm Acrylic Black With Acrylic White Cut-out Icon, With Arrows For: Directional Signage: (1 Set) Ward Room 301 – 310 Linen Stock Room Du/soiled Linen Stock Room Directional Signage: (1 Set) Ward Room 311-315 Isolation Room 316-319 Additional Requirements: With Braille Beads For Public Toilet Signages Supplier Must Submit Actual Design Of The Items Based On Actual Set-up Together With The Quotation, Subject For Evaluation Actual Site Verification Before Submission Of Bid/quotation (certificate Of Site Inspection) Payment: Thirty (30) Days Upon Delivery And Acceptance Delivery: Sixty (60) Calendar Days Incidental Or Damages Expenses (caused During Installation) - Shall Be Shouldered By The Supplier/installer Total 895,000.00 Note: Award Shall Be Made On Per: O Item Basis O Lot Basis Þ Total Quoted Price Delivery Period: Within 60 Days Upon Receipt Of Po. Warranty: ________________________________, If Applicable Submitted By: Canvassed By: Date: Printed Name & Signature Of The Authorized Representative / Date Printed Name / Signature: Samch-a-pro-fm2: Revision No. 07

Details: Sf 330 Due Date Of 16 April 2024 At 11:00 A.m. Central Standard Time Remain Unchanged. contractors Questions April 10, 2024 question: 1 Section 3b. Professional Qualifications List Landscape Architecture; But Under 3c. Capacity To Accomplish The Work There Is No Minimum Number. What Is The Minimum Number Of Landscape Architects Required. answer:capacity To Accomplish To Work Does Not List Landscape Architecture. question: 2 Section 3b. Professional Qualifications List Project Management; But Under 3c. Capacity To Accomplish The Work There Is No Requirement. What Is The Minimum Number Of Project Managers Required. answer: Capacity To Accomplish To Work Does Not List Project Management. question: 3 Please Clarify - Are You Asking Us To Include Three Topo Survey Party Resumes, Two Hydro Survey Party Resumes, And Two Gps Party Resumes? Or One Resume Representing Each Type Of Party? answer:the A-e Must Adequately Demonstrate That It Has The Capacity In The Key Disciplines Listed. It Is Up To The A-e To Determine What Resumes Are Required To Express The Qualifications, Abilities And Experience Of The Key Personnel Identified. sf 330 Due Date Of 16 April 2024 At 11:00 A.m. Central Standard Time Remain Unchanged. contractors Questions question: 1. Is There Any Limit On The Number Of Projects That Can Be Included In Section F? answer: There Is Not A Set Limit On The Number Of Projects. question: 2. - “is There A Limit On How Old Projects In Section F Can Be? answer: There Is Not A Limit On How Old Projects Can Be In Section F. question: 3. Are Ppqs And Cpars Copies Required? answer: Ppqs And Cpars Copies Are Not Required. question: 4. Would You Allow 11x17 Page For The Org. Chart And G-matrix? answer: The Organization Chart And G-matrix May Be On 11” X 17” Sheets If They Are Appropriately Folded To 8-1/2” X 11” Size. Each Submitted 11” X 17” Sheet Will Count As 2 Pages. 1. Sf 330 Due Date Of 16 April 2024 At 11:00 A.m. Central Standard Time Remain Unchanged. 2. Questions And Answers question. .does The Part I Page Count Include A Cover, Section Dividers, Table Of Contents, Etc.? answer: Cover, Section Dividers, Table Of Contents Do Not Count Toward 100-page Limit. question. Is It Allowable To Provide Only An Electronic Submission? answer: An Electronic Only (cd, Dvd, Or E-mail To Veronica.garner-flint@usace.army.mil And Melissa.a.vaughn@usace.army.mil) Submission Is Permitted For This Solicitation By The Stated Deadline. Usb Flash Drives Are Not Allowable. question. If Hard Copies Are Still Required, Would You Please Consider Extending The Due Date By Five Days To Provide Time For Shipping, Particularly Shipping Delays Not The Fault Of The Contractor? answer: The Closing Date Of The Solicitation Will Not Be Extended To Account For Providing Hard Copies Or For Shipping. question. My Firm Is Planning To Submit A Response To The Solicitation Listed Above. Due To Planned Travel, Would You Consider Extending The Submittal Date By One Week? We Would Like To Develop A Comprehensive Package To Highlight Our Capabilities, However Travel And The Hard Copy Submittal Requirement, Make It A Challenge To Meet The Current Submittal Date. answer: The Closing Date Of The Solicitation Will Not Be Extended Due To Planned Travel. question. Can We Provide Past Performance Questionnaires (ppqs) For Projects That Don't Have Cpars And Will Those Be Considered As Part Of “past Performance”? answer: Past Performance Questionnaires (ppqs) Can Be Provided And Will Be Considered As Part Of “past Performance.” question. We Respectfully Request That Any Ppqs Or Cpars Provided Not Count Against The 100-page Limit. answer: Ppqs And Cpars Will Count Against The 100-page Limit. question. Does The Ppqs & Letter Or Recommendations Count Against The 100-page Limit? answer: Ppqs & Letter Or Recommendations Will Count Against The 100-page Limit. qustion. Are You Going To Open A Projnet For Questions/answers? A Projnet Will Not Be Opened. synopsis Amended: sf330 Due Date Of 18 March 2024 At 11:00 A.m. Has Been Changed To 16 April 2024 At 11:00 A.m. Cst. questions Cut-off Date Will Be 5 April 2024 11:00 A.m. Cst. 1. Contract Information: No Additional Information Shall Be Provided, And No Solicitation Will Be Issued. The Resulting Contract Is Being Procured In Accordance With The Brooks A-e Act As Implemented In Far Subpart 36.6. The Firm Will Be Selected For Negotiation Based On Demonstrated Competence And Qualifications For The Required Work. Interested Firms Shall Respond By Submitting A Sf330, Listing Their Qualifications In Accordance With The Instructions Below. This Is Not The Request For Proposal. North American Industrial Classification System Code Is 541330, Which Has A Size Standard Of $25,500,000 In Average Annual Receipts. This Single Award Task Order Contract Idiq Announcement Is 100% Small Business Set Aside (restricted). The Resulting Contract Will Be Firm Fixed-price Idiq Type Contract. The Contract Will Be Awarded With A Performance Of 5 Years, With Four Negotiated Rate Escalations At Each Year After The Initial First Year. This Contract Will Not Exceed $5,000,000 Or Five-year Duration, Whichever Comes First. The Minimum Guarantee Throughout The Five-year Contract Is $5,000. Work Will Be Issued By Negotiated Firm Fixed Price For Environmental Infrastructure Design And Other Related Services Task Orders. Responding Firms Must Address Each A-e Selection Criteria. If Subcontracted, Clearly Indicate What Part Of The Scope They Will Be Performing. To Be Eligible For The Contract Award, The Firm Must Be Registered In The Dod System For Award Management (sam). Register Via The Sam Internet Site At Https://www.sam.gov. The Primary Purpose Of The Proposed Contract Is To Provide A-e Environmental Infrastructure Design And Other Related Services Within The Boundaries Of Mississippi Valley Division. Sf 330 Due Date Is 18 March 2024 At 11 A.m. Cst. Questions Cut-off Date Will Be 4 March 2024 At 11 A.m. Cst. 2. Project Information: A-e And Related Services Are To Be Accomplished Through Task Orders, Which Shall Consist Of The Following Tasks: A. The Work May Involve Investigations, Comparisons, Data Evaluations, Analysis, Design, Water Quality Analysis, Technical Writing, Civil Design, Hydraulic Design, Structural Design, Geotechnical Design, Mechanical Design, Electrical Design, Architectural Design, Calculations, Cost Estimates, Building And Civil Information Modeling (bim/cim); And Cad Drafting For Design Documentation Reports, Geotechnical Reports, Feasibility Studies, Plans And Specifications, Architectural Design, Operation, Maintenance, Repair, Replacement, And Rehabilitation Manuals, Periodic Inspection Reports, Value Engineering, Or Other Engineering Documents; And Engineering Design Support During Advertisement (eda) And Engineering Design Support During Construction (edc). Eda Responsibilities Include Preparing Amendments To The Advertised Plans And Specifications And Updating The Bim/cim As Warranted By Comments Received From Prospective Bidders. Edc Responsibilities Include Attending The Pre-construction Conferences, Responding To The Contractors’ Requests For Information And Clarifications; Reviewing Submittals From The Construction Contractor; And, Performing Monthly Or Bi-weekly Site Visits, Or Site Visits At Critical Times As Determined By The Design Engineer, With The Objective Of Witnessing Construction Practices, Observing Conditions, And Documenting From The Designer's Perspective The Implementation Of The Designer's Product. The A-e Shall Be Responsible For All Engineering, Bim/cim Revisions, Plans And Specification Revisions Required During Construction Of The Projects Which Are Necessitated By Different Site Conditions, Inadvertent Errors And Omissions In Original Contract Documents Or A Project Feature Design Change. The A-e Shall Also Be Responsible For Coordination Of All Design Changes With The Government And The Local Sponsor. All Information Shall Be Submitted To The Government In An Expeditious Manner To Avoid Delays To The Construction Contractor. Surveying And The Use Of Aerial Mapping Are Required To Support This Work. B. The Work May Involve The Following Types Of Projects, Which May Be At Any Stage And May Involve New Or Existing Structures: Environmental Infrastructure Features Such As For Water Related Environmental And Resource Protection And Development Projects Including But Not Limited To Wastewater Treatment And Related Facilities And Water Supply, Storage, Treatment, And Distribution Facilities; Highway Work Such As Roads, Bridges, Ramps, Culverts; Buildings And Other Multi-purpose Projects; Stating All Loads, Technical Computations, Criteria, Factors, Assumptions And Codes On Which The Design Is To Be Based. Where Applicable, The Design Shall Include The Planned Utilization, Relocation Or Removal Of Existing Facilities, And Detailed Design Of The Project Complete With All Component Parts And Appurtenances. The Final Designs Shall Be Based Upon The Project Criteria. C. The Work May Involve The Following Types Of Related Work: Pile Group Analysis, Drainage Analysis, Development Of Plans And Specifications, Review Plans, Development Of Real Estate Rights-of Way Drawings; Architectural Treatments, Landscaping, Pile Capacity Curves, Bearing Capacity Analysis, Temporary Retaining Structure Design, Soil Pressures, Seepage And Dewatering Analysis, Piping Analyses, Uplift Analyses, Heave Analyses, Filter Design, Relief Well Design, Pile Load Test Monitoring, Noise And Vibration Monitoring, Operation And Interpretation Of Data Obtained From A-e Provided Pile Driver Analyzer Or Static Pile Load Testing; Surveys And The Use Of Aerial Photographic Coverage To Locate Features And Develop 3d Survey Information Models, Topographic Maps, Contour Maps, Profiles And Sections, Both Land Based And Hydrographic Surveys; Surge Modeling; Flow Rate Measurement; Hydraulic Calculation And Potential Expansion Plan Analysis; Sludge Conditioning, Dewatering & Disposal; Water Treatment Plant Design And Purification Processes; Water Distribution System Design; Smart Meter Installation And Fee Collection System Design; Sewage Collection, Conveyance System, And Treatment Plant Design; Temporary Sewage Storage Infrastructure Design; And Sewage Treatment Processes. 3. Selection Criteria: The Selection Criteria Are Listed Below In Descending Order Of Importance. Criteria (a) Thru (d) Are Primary. Criteria (e) And (f) Are Secondary And Will Be Used Only As Tie-breakers Among Technically Equal Firms. primary Criteria: A. Specialized Experience And Technical Competence Of The Prime Firm, Joint Venture Partners, Consultants, Subcontractors And/or Free-lance Associates In The Type Of Services Specifically Indicated In Paragraph 2 Above. B. Professional Qualifications Of The Key Design Personnel, Including Professional Registration In Engineering, Architecture, And Surveying, Available To Work On This Contract In The Following Disciplines: Structural Engineering, Civil Engineering, Hydraulic Engineering, Geotechnical Engineering, Mechanical Engineering, Electrical Engineering, Corrosion Engineering, Environmental Engineering And Cost Engineering; Hydrologists, Geologists, Architecture, Landscape Architecture, Surveying, Geospatial Information Systems (gis) (mapping And Analysis), Drafting Via Computer Aided Design (cad Microstation), 3-d Modeling Cad Consisting Of Bim And Cim And Project Management. Demonstrate Professional Qualifications Necessary For Satisfactory Performance Of Required Services. The Evaluation Will Consider The Education, Training, Licensing, Certification, Professional Registration, Overall Relevant Experience, And Longevity In The Discipline And The Firm. C. Capacity To Accomplish The Work (personnel And Equipment) In The Required Time Using All Of The Latest Versions Of Commercial And Software Packages Utilized By The U.s. Army Corps Of Engineers (usace); Produce Geo-referenced Cad Drawings In The Microstation Format According To Usace Cad Standards; Produce Gis Products According To Usace Gis Standards; Produce Specifications; Produce Cost Estimates In Micro-computer Aided Cost Estimating System Mii; Perform Soil Borings And Soil Testing And Analysis In Accordance With The New Orleans District Geotechnical Criteria; Perform Land Based And Hydrographic Surveys In Accordance With New Orleans District Survey Standards; And Provide The Following Minimum Personnel: One Structural Engineer, One Civil Engineer, One Geotechnical Engineer, One Hydraulic Engineer, One Cost Engineer, One Electrical Engineer, One Mechanical Engineer, One Corrosion Engineer, One Environmental Engineer, One Architect, One Registered Land Surveyor (to Include State Of Louisiana Licensing) And One Microstation Cad Technician, One Building Information Modeler, One Civil Information Modeler, One Hydrologist, One Geologist, One Gis Analyst, One 3-person Topographic Survey Party, One 2-person Hydrographic Survey Party, And One 2-person Global Positioning System (gps) Party Capable Of Performing Various Types Of Gps Surveys. The Prime Must Be Capable Of Performing More Than 50% Of The Contract Work. D. Past Performance Of The A-e, Joint Venture Partners, And Key Subcontractors On Department Of Defense And Other Contracts With Respect To Cost Control, Quality Of Work And Compliance With Performance Schedules As Determined From Contractor Performance Assessment Reporting System (cpars). secondary Criteria: E. Sb And Sdb Participation The Extent Of Participation Of Small Businesses Including Small, Disadvantaged Businesses, Woman-owned Small Businesses, Hubzone Small Business, Service-disabled Veteran-owned Small Businesses, And Veteran Owned Small Business Will Be Measured As A Percentage Of The Estimated Effort. F. Knowledge Of Locality Within The Limits Of The New Orleans District And The Mississippi Valley Division And Demonstrate Prior Field Data Collection Experience Within Louisiana. 4. Submission Requirements: A. Interested Firms That Have The Capability To Perform The Services Described In This Announcement Are Invited To Submit Five Printed Copies And One Electronic Copy (cd Or Dvd) Of Standard Form 330 For The Proposed Team To The Address Below Not Later Than 1100 Hours Central Time On The Closing Date Of This Announcement. B. The Six Evaluation Criteria Listed Above Must Be Addressed In The Appropriate Sections Of The Sf330 For The Proposed Team. Include The Firm's Ein Number In Block 4 Of The Sf330. The Evaluation Factors Listed Above Must Be Addressed In The Appropriate Sections Of The Sf330 For The Prime Contractor As Well As All Subcontractors And Consultants, And Any Other Pertinent Information. C. The Sf330 Part 1 Must Not Exceed 100 Pages (8.5 X 11-inch Sheets), Including No More Than 50 Pages For Section H. Each Side Of A Sheet Of Paper Is A Page. Use Font Type No Smaller Than Point Size 11. Any Pages Greater Than 100 Pages Will Not Be Evaluated. Firms Responding To This Announcement After The Closing Date And Time Will Not Be Considered. Required Forms May Be Obtained On The Internet At: Http://www.gas.gov/portal/forms/type/top D. Overnight Or Courier Type Of Mail Should Be Sent To The Following Address: U.s. Army Corps Of Engineers, New Orleans District, Cemvn-ct Melissa A Vaughn, Room 172, 7400 Leake Avenue, New Orleans, La 70118-3651. Refer To Announcement No. W912p824r0023.

Details: New construction of equalization storage and optimization of P-elimination at the Rathenow sewage treatment plant, Lot 4: Redesign of chemical-physical P-elimination: - Delivery and installation of storage tank for coagulant P-elimination made of PE-HD spiral pipe, double-walled with approval in accordance with Whg §63, usable capacity 40m³, - coagulant dosing system with 2 diaphragm dosing pumps, output 120l/h, Profinet interface, collecting tray, - 2 pcs. coagulant flow rate measurements, - coagulant tank fill level indicator, overfill protection, coagulant leakage monitoring and dosing system, - 18m PE-HD protective pipe 110x6.6 mm, - insulation of protective pipe, - 23m pressure and extraction hose 19/26mm and 13/19mm, - 18m PE-HD pipe D25x2.3mm as dosing line, - switchgear for dosing station and operating container coagulant dosing.

Details: The Ostuckermärkische Wasserversorgung und Abwasserbehandlung (zowa) association intends to award various construction contracts for the masonry renovation on and in the operating building at the sewage treatment plant in 16306 Casekow, Flur 1, Plot 30/10. The building was constructed in 2001. The building contains, among other things, the mechanical pre-cleaning and the operating room for blowers, measurement and control technology. Both areas are separated from each other by a central wall. This wall and adjacent parts of the external walls show clear moisture damage. To eliminate this damage, a permanent solution to the rising damp and appropriate renovation must be carried out. Zowa prefers the injection method to seal the building in accordance with DIN 1895. A corresponding report is included in the tender documents. Adapted technical processes, which also enable the goal of permanently drying out the areas, are possible as a secondary offer in conjunction with a main offer. Zowa recommends an on-site inspection. The renovation work should take place this year. The bidder must state the possible completion date with the offer. Please refer to the attached service description for further details.

Details: The Procuring Entity Intends to Purchase Wastewater Treatment Plant, Dvaro G. (former J. Gagarino G.) 18, Gruzdzii Mastl., Šiauliai R. Sav., Reconstruction Works. The works are carried out according to the Technical Project "wastewater treatment plant, J. Gagarino St. 18, Gruzdzii Mastl., Šiauliai R. Sav., Reconstruction Project" Invi-vp-2206-07-tp-gru (Appendix 2 of the special Purchase Conditions). Reconstruction works of the Pressure Sewage Network (unique no. 4400-2165-2708) located in the territory of the Grudzii Sewage Treatment Plant are not available for purchase. Based on the Technical Project Decisions, it will be necessary to prepare the Work Project and perform the Construction Works. The Works Include the Implementation of All Necessary Connections to Engineering Networks, Obtaining All Necessary Permits and/or Licenses, Transferring the Executive Documentation of Completed Works to the Customer. All Necessary Measurements, Tests, Cleaning Work And All Other Work Required For The Construction Completion Document To Be Signed And The Building(s) To Be Fit For Operation.

Details: This sub-limit public contract is divided into 2 parts within the meaning of § 35 and § 101 of the Act. Participants Are Entitled To Submit A Bid For Each Part Of The Public Contract Separately, Or For Any Combination Of Them, Or For All Parts Of The Public Contract. The subject of the Public Contract for Services is the performance of the Technical Supervision of the Builder (tds) and the Construction Coordinator at the Construction Site of the Project "iii. Stage of Drainage of the Municipality of Dětmarovice (centre)", Subsidized from the Environmental Operational Program 2021-2027. The subject of the Construction Works is the Construction of Gravity Sewage Sewage, Pressure Sewage, Sewer Connections, Sewer Branches Including Domestic Sewerage, Local Pumping Stations and a Wastewater Treatment Plant with a Capacity of 1500 Eo. The purpose of using the building is the capture and removal of sewage from individual properties, ending at the central sewage treatment plant. Pre-treated waste water will be discharged through the existing discharge facility into the water flow of the mill. The Estimated Value of the Construction Investment Costs is approx. 200,000,000 CZK without VAT.

Details: Description Project Title : Repair/renovation Of Doña Felomina Building Location : Devmh Compound, Bood, Ubay, Bohol Estimated Project Cost : Php 10,000,000.00 Terms Of Reference Summary Of Works A. General Requirements I. Mobilization/demobilization • The Work Consists Of The Mobilization And Demobilization Of The Contractor’s Forces And Equipment Necessary For Performing The Work Required Under The Contract. Ii. Permits And Licenses • Process And Submit Electrical Design Review Including Sign And Seal Of Electrical Plans, Electrical Review, Analysis, Computations And Signature Of Pee On Electrical Plans And Including All Forms And Plans For The Application Of Permit To Construct (ptc) For Doh Licensing. Design And Analysis Should Be Submitted Prior To Commencement Of Civil Works. Iii. Temporary Facilities • Temporary Facilities Shall Be Provided During The Construction Period And Will Be Constructed Within The Hospital Compound, Which Shall Serve As The Field Office, Storage Of Materials And Bunkhouse For The Workers. The Contractor Shall Provide And Maintain Temporary Power & Lighting, Temporary Water Service & Security Within The Construction Site. Iv. Health, Safety & Environment Control (complete Ppe, Safety Equipment & Devices & Safety Accessories And Signages) • Safety/warning Signage Must Be Placed By The Contractor On The Construction Area With Clear Demarcation Of Construction Zones To Prevent Unauthorized Access. • Detours And Closures: Provide Directions For Alternate Routes And Notice Of Any Closed Areas. • Hazard Notifications: Provide Signs Indicating Potential Dangers In Construction Areas (e.g., "hard Hat Area," "no Entry"). • Emergency Information: Clear Guidance On Emergency Exits And Procedures During Construction. • Fall Protection: Always Use Safety Harnesses And Guardrails. • Weather Conditions: Avoid Dismantling In High Winds, Rain, Or Extreme Temperatures. • Team Communication: Maintain Clear Communication Among Team Members And Healthcare Facility Engineering Team To Coordinate Movements And Tasks. V. As-built (record) Drawings & Related Documents • Submit One (1) Completed Set Of Signed And Sealed As-built Plans (whiteprint Copy) • Submit One (1) Set Of Electronic Files Of Signed And Sealed As-built Plans (cadd Editable File) • The Drawings Shall Be Supplemented With Descriptive Specification As Appropriate To Clearly Record The Exact Form And Content Of Work Described In This Specification And On The Drawings. • Maintain A Complete And Accurate Record Of All Changes Or Deviations To The Contract Documents And Shop Drawings In The Trade Contractor’s Field Office. Such Record Copy Shall Indicate The Work As Actually Constructed And Be Available For Hospital Appointed Engineer To Review. • Incorporate All Minor Revisions And Clarifications Noted Thru The Field Modification Process Which May Not Necessarily Be Shown On The Architectural Drawings Or Issued As Addenda, Bulletins, Or Change Orders. • Field Changes Shall Be Neatly And Correctly Shown On One Set Of Record Prints On A Daily Basis By The Foreman, Or Superintendent Of Are Each Trade; And This Set Will Act As A Record Set At Completion Of The Work And Is Intended To Be Of Assistance To The Trade Contractor In Preparing Record Documents. Vi. Material Sustainability • The Contractor Shall Use At Least Ten Percent (10%) Locally Manufactured Materials For The Project. Submit Purchase Order And Other Supporting Documents As Evidence. • The Contractor Shall Avoid Using Building Materials/products That Contain Toxic Chemicals Or Use Materials That Are Low In Volatile Organic Compound. Please Refer To The Following • Materials Specification As Stated On This Terms Of Reference. • The Contractor Shall Only Used Light Bulbs And Electrical Devices With More Efficient Models And Type As Specified On Approved And Signed Bill Of Quantities (e.g. Led Bulbs). Submit Purchase Order And Other Supporting Documents As Evidence. • The Contractor Shall Conform To The Following Painting And Other Wet Applied Materials (such As Coatings, Sealants) Requirements: 1. Only Qualified Products With Mpi "environmentally Friendly" E1 E2 E3 Rating Will Be Used. Paints, Coatings, Thinners, Solvents, Cleaners And Other Fluids Used In Repainting, Shall:  Not Contain Methylene Chloride, Chlorinated Hydrocarbons, Toxic Metal Pigments.  Be Manufactured Without Compounds Which Contribute To Ozone Depletion In The Upper Atmosphere.  Be Manufactured Without Compounds Which Contribute To Smog In The Lower Atmosphere. Be Manufactured In A Manner Where Matter Generating A 'biochemical Oxygen Demand' (bod) In Undiluted Production Plant Effluent Discharged To A Natural Watercourse Or A Sewage Treatment Facility Lacking Secondary Treatment Does Not Exceed 15 Mg/l.  Be Manufactured In A Manner Where The Total Suspended Solids (tss) Content In Undiluted Production Plant Effluent Discharged To A Natural Watercourse Or A Sewage Treatment Facility Lacking Secondary Treatment Does Not Exceed 15 Mg/l. 2. Paints And Coatings Must Be Manufactured And Transported In A Manner That Steps Of Processes, Including Disposal Of Waste Products Arising There From, Will Meet Requirements Of Applicable Governmental Acts, By-laws And Regulations In The Philippines. 3. Paints And Coatings Must Not Be Formulated Or Manufactured With Formaldehyde, Halogenated Solvents, Mercury, Lead, Cadmium, Hexavalent Chromium Or Their Compounds. Eco Labeled. 4. Anti-corrosive Coatings: Provide A Certification By The Manufacturer That Products Supplied Comply With The Volatile Organic Compound (voc) And Chemical Component Restrictions Of Green Seal Environmental Standard Gc-03, If The Product Is An Anti-corrosive Coating Applied Indoors And On-site. 5. Other Interior Coatings: If The Product Is Applied Indoors And On-site, And Not Covered By Both The Green Seal Environmental Standard Gs-11 And Standard Gc-03, Provide A Certification By The Manufacturer That Products Supplied Comply With The Chemical Component Restrictions Of The Green Seal Environmental Standard Gs-11, Paints, And Comply With The Volatile Organic Compound (voc) Restrictions Of The State Of California Air Resources Board (carb) Suggested Control Measure For Architectural Coatings, And The South Coast Air Quality Management District Rule 1113: Architectural Coatings B. Civil Works I. Site Works • The Contractor Shall Be Responsible In Setting Out Reference Lines, Elevations (lines And Grades) Prior And During The Execution Of The Works. All References Shall Be Maintained And Protected By The Contractor At His Own Expense. Disturbed References Shall Be Restored To Its Original Position Without Extra Cost To The Healthcare Facility. • Work Includes But Is Not Limited To:  Demolition/clearing Works For Ceiling  Demolition/clearing Works For Concrete Walls  Chipping Of Existing Tile Setting Ii. Structural & Concrete Works (refer Applicable Sections On Chapter 4 Of The Nscp, For Quality Of Materials, Workmanship, Execution, Acceptance, Etc.) Iii.1. General • Provide All Labor, Materials, Equipment, Transportation, And Services Required To Complete All Work Specified Herein Indicated Or As Shown On The Drawings. • Work Includes But Is Not Limited To:  Wall Footing, 3500 Psi  Concrete Countertop Sink, 3500 Psi  Stiffener Columns And Lintel Beams At Door And Window Openings, Every 3m Width And 2.1m Height Of Chb 2500 Psi Iii.2. Standards • Except As Modified By Governing Codes And By Contract Documents, Comply With The Provisions And Recommendations Of The Following, Latest Edition:  Ansi American National Standards Institute  Astm American Society For Testing Of Materials  Aci American Concrete Institute  Nbcp National Building Code Of The Philippines And Its Revised Irr  Nscp National Structural Code Of The Philippines Iii.3. Concrete • Structural Concrete – Concrete Pouring Using Concrete Strength 3,500 Psi, Class Aa Ready Mix Or Job Mixed Concrete Together With The Concrete Cylinder Sample For Testing Materials. • Concrete Mix Shall Be Subject To Adjustment To Attain The Required Strength Or Desired Mix Consistency, Subject To Approval Of The Hospital Engineer. • Portland Cement, Type 1 • Manufactured Or River-run Run Gravel For Structural Concrete, ¾ “max Properly Graded” • Washed Sand For Structural Concrete • Water: Use Potable Water Free From Alkaline Or Deleterious Substance That May Affect The Strength Of Concrete. Use Of Rain Water Will Not Be Permitted. • All Materials Shall Be Free From Clay, Lumps Or Any Deleterious Object Or Matter That Will Impair The Strength Of Concrete. • Mixing Shall Be Thoroughly Done In A Mixer Of An Approved Size And Type To Insure A Uniform Distribution Of The Materials Throughout The Mass. • Site-mixed Concrete (job Mixed Concrete) - All Structural Concrete Shall Be Machine-mixed For At Least 1 ½ Minutes After All Materials Including Water Are In The Mixing Drum. No Hand Mixing Shall Be Allowed, Except In Case Of Emergency Of Breakdown During Pouring Operations. • Ready-mixed Concrete - Mixed And Delivered From A Plant Approved By The Project Manager, And Shall Be In Strict Compliance With The Requirements Set Forth In Astm C94. • Concrete Shall Be Placed Only After All Formworks, Materials To Be Embedded, And Preparation Of Surface Involved In The Placing Have Been Inspected And Approved By The Hospital Engineer. The Contractor Shall Provide Equipment And Shall Employ Methods That Will Minimize Separation Of Aggregates From The Concrete Mix. Concrete In Columns Shall Be Placed In One Continuous Operation. Concrete In Girders, Beams And Slabs In Superstructures Shall Be Poured In A Monolithic And Continuous Manner. No Construction Joint Shall Be Allowed On Any Part Of The Structure Without The Approval Of The Hospital Engineer. • Slump Of Concrete Shall Not Exceed 3 Inches • Placement Of Concrete Shall Be In Accordance To Standard Norms, When Using Portable Concrete Mixers. • Cure Concrete Sprinkling Water And Wetted Continuously For 7-day Period. Iii.4. Thermal Moisture Protection • Except As Modified By Governing Codes And By Contract Documents, Comply With The Provisions And Recommendations Of The Following, Latest Edition:  Ansi American National Standards Institute  Astm American Society For Testing Of Materials  Aci American Concrete Institute  Nbcp National Building Code Of The Philippines And Its Revised Irr  Nscp National Structural Code Of The Philippines Iii.5. Steel Reinforcements • Steel Reinforcements Shall Be Astm A615, Deformed Steel Bars, Grade 40. • Supply, Fabricate And Install Reinforcing Steel As Shown On Drawings. Placing Of Steel Reinforcements Shall Be In Accordance With Current Industry (local) Code (or Aci-347). • Secure The Reinforcements Using #16 G.i. Tie Wires. • Steel Reinforcement Shall Be Provided Together With All The Necessary Tie Wires, Spacers, Support And Other Necessary Devices. Reinforcing Steel Shall Be Accurately Cut And Bent In Accordance With The Approved Detailed Reinforcement Drawings. The Hospital Engineer May Require The Contractor To Prepare And Submit Bar Cutting Schedule Prior To Fabrication Of Reinforcing Steel Bars. • Steel Reinforcements Shall Be Free From Mill Scales, Rusts, Oils, Contamination That Will Impair The Bonding Property To Concrete. Iii.6. Structural Steel, Metal Works And Stainless Ladder (refer Chapter 5 Of The Nscp) • Provide All Labor, Materials, Equipment, Transportation, And Services Required To Complete All Work Specified Herein Indicated Or As Shown On The Drawings. • Work Includes But Is Not Limited To:  Prefabrication Of Stainless Steel 304 Ladder Handle, And Manhole Cover. • Materials Steel And Metals For The Works Shall Meet The Requirements Of Astm A36, Hot-rolled Shapes And Plates. • All Steels Shall Be Primed With Epoxy-based Paint With -2- Finish Coats, Color Sample Must Be Submitted To Architect’s/engineer’s For Approval. Substrate Preparation Shall Meet The Requirements Of The Applicable Clauses Of The Steel Structures Painting Council, For Industrial Type Of Construction. All Surfaces Shall Be Free From Mill Scale, Rusts, Oils Or Any Contaminants Detrimental To Adhesion Of Paint. • Welding Works Shall Be In Accordance With Structural Welding Code (american Welding Society-d1.1, Latest Edition). Welding Electrodes Shall Be E6013 And E6012, Minimum, Meeting The Requirements Of Aws A.5. All Welders Shall Meet The Qualifications Under The Aws Codes And Standards. • All Works Under This Item Shall Be Subject To Verification By The Engineer Prior To Commencement Of Fabrication. Contractor Is To Submit Shop Drawings For Architect’s/engineer’s Review Prior To Execution. Iii.7. Formworks • All Forms Shall Be Designed By The Contractor For A Safe Construction Activity And Installed To Dimensions Shown On The Drawings. • Use Phenolic Boards On Formworks With Shoring Supports. • Forms Shall Be Used Whenever Necessary To Confine The Concrete And Shape It To The Required Lines And Dimensions, Or To Protect The Concrete From Contamination. Forms Shall Have Sufficient Strength To Withstand The Pressure Resulting From Placement And Vibration Of The Concrete, And Shall Be Maintained Rigidly In Correct Position. Forms Shall Be Sufficiently Tight To Prevent Loss Of Mortar From The Concrete. • Stripping Of Forms Shall Only Commence After The Concrete Has Gained Sufficient Strength (min Of 7 Days) For Major Structural Elements. C. Architectural Works Furnish Materials And Labor And All Incidentals Necessary For The Completion Of All Architectural Works Shown On Drawings And As Herein Specified. I. Paint Finishes • Paint Materials And Samples Swatches Shall Be Approved By The Architect. • Examine Substrate And Conditions Under Which Painting Will Be Performed. Proceed With The Work Only When Conditions Are Satisfactory. • Do Not Paint Over Dirt, Rust, Scale, Grease, Moisture, Scuffed Surfaces, Or Conditions Otherwise Detrimental To Formation Of A Durable Paint Film. • Clean Surfaces To Be Painted Before Applying Paint Or Surface Treatments. Remove Oil And Grease Prior To Mechanical Cleaning. Program Cleaning And Painting So That Contaminants From Cleaning Process Will Not Fall Into Wet, Newly-painted Surfaces. • Perform Preparation And Cleaning Procedures In Accordance With Paint Manufacturer’s Instructions And As Herein Specified, For Each Particular Substrate Condition. • Ferrous Metals: Clean Non-galvanized Ferrous-metal Surfaces That Have Not Been Shop Coated; Remove Mortar, Plaster, Grease, Dirt, Rust, Loose Mill Scale And Other Foreign Substances By Solvent Or Mechanical Cleaning Methods That Comply With The Recommendations Of The Steel Structures Painting Council, Before Priming Coat Is Applied. I. Floor Finishes • Tile Works  General: All Surfaces To Receive Tiles, Shall Be Free From Loose Plaster, Where Required, Existing Setting Mortar Bed Shall Be Stripped, Removed To Allow Proper Setting Of Tiles To Desired Finished Elevation. No Separate Payment For Trimming Existing Mortar Bed And Shall Be Deemed Included Elsewhere.  Material Shall Be Subject To Review And Approval Of The Architect. Contractor To Submit Samples For Color And Texture Selection Prior To Delivery And Installation.  All Floor Cuttings On Both Ends Of The Walls Shall Be Of Equal Width.  Tile Grout Color To Match Color Of Tiles Or As Directed By The Architect.  Setting Bed Or Mortar Shall Be Dry Mixed, Sand-cement Mix With Water Added To Produce The Desired Consistency And Slurry Mix For Adhesion. Use Tile Adhesive For Areas That Are Less Than 1.5 Inches From Finish Floor Line.  All Exposed Corner Edges Shall Be Provided With Aluminum Stair Nosing.  No Human Traffic Or Construction Loads Shall Be Applied To All Newly Installed Tiles, And Allow Setting Mortar And Adhesive To Cure Prior. • Floor Tile Works  Common Areas – 60cmx60cm Glazed Ceramic Floor Tiles.  Service Areas – 60cmx60cm Unglazed, Non-skid Ceramic Floor Tiles.  Toilets And Janitor’s Closet – 30cmx30cm Non-skid Ceramic Floor Tiles.  Cuttings On Both Ends Of The Walls Shall Be Of Equal Width With The Floor Finish.  All Exposed Corner Edges Shall Be Provided With Pvc Tile Trims.  No Human Traffic Or Construction Loads Shall Be Applied To All Newly Installed Tiles, And Allow Setting Mortar And Adhesive To Cure Prior. Ii. Wall & Ceiling Finishes • Wall Tile Works  All Toilets – 30cmx60cm Glossy/polished Ceramic Tiles.  Cuttings On Both Ends Of The Walls Shall Be Of Equal Width With The Floor Finish.  All Exposed Corner Edges Shall Be Provided With Pvc Tile Trims. - No Human Traffic Or Construction Loads Shall Be Applied To All Newly Installed Tiles, And Allow Setting Mortar And Adhesive To Cure Prior. • Painting Works  Paint Materials And Samples Swatches Shall Be Approved By The Architect.  Examine Substrate And Conditions Under Which Painting Will Be Performed. Proceed With The Work Only When Conditions Are Satisfactory.  Do Not Paint Over Dirt, Rust, Scale, Grease, Moisture, Scuffed Surfaces, Or Conditions Otherwise Detrimental To Formation Of A Durable Paint Film.  Clean Surfaces To Be Painted Before Applying Paint Or Surface Treatments. Remove Oil And Grease Prior To Mechanical Cleaning. Program Cleaning And Painting So That Contaminants From Cleaning Process Will Not Fall Into Wet, Newly-painted Surfaces.  Perform Preparation And Cleaning Procedures In Accordance With Paint Manufacturer’s Instructions And As Herein Specified, For Each Particular Substrate Condition.  Ferrous Metals: Clean Non-galvanized Ferrous-metal Surfaces That Have Not Been Shop Coated; Remove Mortar, Plaster, Grease, Dirt, Rust, Loose Mill Scale And Other Foreign Substances By Solvent Or Mechanical Cleaning Methods That Comply With The Recommendations Of The Steel Structures Painting Council, Before Priming Coat Is Applied. • Painting Systems  Exterior Surfaces: - Concrete, Concrete Masonry, Rendered Smooth - Concrete Neutralizer – One (1) Coat, Dry For 6 Hours. - Putty Surface Imperfections, Hairline Cracks With Patching Compound Using Putty Knife - Prime – Two (2) Coats Flat Latex, Dry For Two (2) Hours. - Topcoat – Two (2) Coats Of Semi-gloss Latex, Two (2) Hours Interval Between Coats. - Thinning / Clean-up Solvent – Water - Application – By Brush, Roller, Or Airless Spray  Interior Surfaces: - Concrete, Concrete Masonry, Rendered Smooth - Concrete Neutralizer – One (1) Coat, Dry For 6 Hours. - Putty Surface Imperfections, Hairline Cracks With Patching Compound Using Putty Knife. - Prime – Two (2) Coats Flat Latex, Dry For Two (2) Hours. - Topcoat – Two (2) Coats Of Semi-gloss Latex, Two (2) Hours Interval Between Coats. - Thinning / Clean-up Solvent – Water - Application – By Brush, Roller, Or Airless Spray  Ceiling & Drywall Surfaces: - Repair Surface Imperfections With Putty Using Putty Knife, Dry For 2 Hours And Sand. - Apply Mesh Tape On Board Joints And Seal Gaps With Patching Compound. Dry For Two (2) Hours And Sand. - Primer – Flat Latex, Dry For Two (2) Hours. - Topcoat – Two (2) Coats Of White Flat Latex Paint, Two (2) Hours Interval Between Coats. - Thinning / Clean-up Solvent - Water - Application – By Brush, Roller, Or Airless Spray • Dry Ceiling, Cove Light & Drop Ceiling  Ceiling - Fiber Cement Board In 4.50mm X 1.2m X 2.4m  Fiber Cement Board Shall Be Stored In Elevated And Well Protected Area. Boards With Broken Edges, Lacerations Etc. Will Not Be Permitted To Be Installed.  Framing - On 0.40mm Thick, 19mm X 50mm Double Furring, And 0.80mm Thick, 12mmx38mm Carrying Channel With Vertical Hanger, Spaced At 0.40m X 0.40m On Centers. • Rendering To Chb Or Concrete Surfaces  All Surfaces To Be Rendered Or Cement Plastered Shall Be Clean From Any Loose Material Or Contamination To Provide Strong Bond Between Plaster And The Surface.  Mix Proportion Shall Not Be Less Than 1 Part Of Cement To 4 Parts Of Screened Sand. Necessary Adjustments Shall Be Made To Provide A Strong And Consistent Mix, Free From Cracking Due To Rapid Hydration Of Plaster Mix.  Tampering Of Previously Mix Concrete Will Not Be Permitted.  All Surfaces To Receive Paint Finish Shall Be Smooth Whilst Surfaces To Receive Tiles Shall Be Rough To Provide Better Adhesion Or Bond. • Doors And Windows  All Wooden Doors Shall Be Kiln Dried And Treated Flush Doors/panel Doors Ready For Installation With The Provisions For Accessories As Indicated On Drawings, Locksets, Door Keys, And Hinge Completely Operational.  All Door Jambs For Wooden Doors Shall Be Pre-fabricated 2”x6” And 2”x4” Wooden Jamb Finished With Automotive Lacquer Paint.  Glass Door (glass/glazing) – 12mm Thk. Tempered Clear Glass On 50mm X 100mm Powder-coated Frameless Sliding Door With 2" X 6" Powder Coated Aluminum Jamb With Complete Hardware Accessories.  Glass Door (glass/glazing) – 1/4” Thk. Clear Glass On 50mm X 100mm Powder-coated Aluminum Framed Sliding Door With 2" X 6" Powder Coated Aluminum Jamb With Complete Hardware Accessories.  Windows (glass/glazing) – 1/4” Mm Thk. Clear Glass Awning Type Analok Aluminum Frame W/ Complete Hardware Accessories And Window Frame Weatherstripping.  All Metal Doors And Jambs – Hollow Core Metal Flush Type Swinging Door With 2" X 6" Steel Jamb – All In Paint Finish By Spray, W/ Complete Hardware And Door Accessories Including Door & Jamb Seals As Indicated On Drawings, Completely Operational.  All Doors And Jambs – Provide All Door Keys With Key Chains And Key Tags With Color And Specifications Subject For Approval Of The Healthcare Facility. • Specialties  Concrete Countertop Sink - Finish – Glossy/polished, Ceramic Tiles, 60cm X 60cm, On All Areas As Indicated On Drawings - Inclusions – Countertop Backsplash And Aprons - Finish And Color – As Selected By Healthcare Facility - Cut Unit To Provide Pattern Indicated And In A Manner That Will Provide Clean, Sharp, Unchipped Edges.  Building/room Signages/wayfinding Systems  Ground Floor - Signages - Room Identification Sign - Chief Nurse Office, 6mm Thick Frosted Acrylic - Room Identification Sign - Pulmonary Unit, 6mm Thick Frosted Acrylic - Room Identification Sign - Physical Therapist Room, 6mm Thick Frosted Acrylic - Room Identification Sign - Janitors Closet, 6mm Thick Frosted Acrylic - Room Identification Sign - Electrical Room, 6mm Thick Frosted Acrylic - Room Identification Sign - Business Office, 6mm Thick Frosted Acrylic - Room Identification Sign - Stakeholders Office, 6mm Thick Frosted Acrylic - Room Identification Sign - Treatment Area, 6mm Thick Frosted Acrylic - Room Identification Sign - Doctors Office, 6mm Thick Frosted Acrylic - Room Identification Sign - Pantry, 6mm Thick Frosted Acrylic - Room Identification Sign - Water Treatment Room, 6mm Thick Frosted Acrylic - Room Identification Sign - Reprocessing Room, 6mm Thick Frosted Acrylic - Room Identification Sign - Waste Holding Area, 6mm Thick Frosted Acrylic - Room Identification Sign - Nurse Station, 6mm Thick Frosted Acrylic - Restroom Identification - Pwd Toilet, 6mm Thick Frosted Acrylic - Restroom Identification – All Gender Toilet, 6mm Thick Frosted Acrylic - Restroom Identification – Staff Toilet, 6mm Thick Frosted Acrylic - Emergency Exit Plan, 6mm Thick Frosted Acrylic G. Plumbing Works Provide All Labor, Materials And Equipment And Perform All The Work Necessary For The Complete Execution Of All The Work As Shown On Drawings And Specified In This Specification. Scope Of Works Shall Include But Does Not Be Limited To The Following Major Items Of Work: • Sanitary And Waterline Piping Works  Furnish And Install Complete Water Distribution System Including Incoming Supply Pipes And Connections, Pipes, Valves, Faucets, Accessories, Etc.  Storage, Delivery, Protection Before Installation And Connection Of Sanitary Line Accessories.  All Sanitary Pipes And Fittings To Be Used Shall Be Made Of Polyvinyl Chloride (pvc Pipes) Series 1000  All Waterline Pipes And Fittings To Be Used Shall Be Made Polypropylene Random Co-polymer (ppr Pipes)  Connections From Existing Water Supply And Existing Catch Basins.  Pressure Testing Of The Installed Water Distribution System.  Leakage Testing Of Soil, Waste, Vent, And Catch Basins And Septic Tank  Disinfections Of Water Distribution System.  Furnish And Install All Required Consumable Materials And Materials Tube Installed.  Investigation Of All Conflicts Of This Work And Coordination With Other Trades. • Plumbing Fixtures, Toilet & Sink Accessories * Submit Samples For Approval Prior To Installation" ** Faucets, Valves & Other Accessories Shall Be Japan, U.s., & E.u. Made  Two-piece Water Closet/s (push Button,4/6 Liters Water Saver) With Wall-mounted Semi- Recessed Ceramic Tissue Holder, Wall-mounted Semi-recessed Ceramic Soap Holder, With Complete Accessories  Lavatory With Pedestal W/ Faucet And W/ Complete Fittings & Accessories  600x400x200x0.8 Mm Stainless Steel Single Bowl Kitchen Sink W/ Complete Fittings & Accessories  Urinal W/ Complete Fittings & Accessories  Ss 304 Towel Bar  Stainless Faucet  Pwd Ss304 Grab Bar (l-type)  Pwd Ss304 Flip-up Bar  Pwd Ss304 Urinal Grab Bar, 2 Pcs Per Set  Stainless Steel 304/brass, Faucet, 1/2" X 6", For Sink  Floor Drain Stainless 6"x6"  Floor Drain Stainless 4"x4" H. Electrical Works Provide All Labor, Materials And Equipment And Perform All The Work Necessary For The Complete Execution Of All The Work As Shown On Drawings And Specified In This Specification. Scope Of Works Shall Include But Does Not Be Limited To The Following Major Items Of Work: • Panel Boards And Circuit Breakers At 3rd Floor  Mdp Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 300at/300af, 3p, 10kaic, 230 V, Bolt-on Type Mccb Branches: 1 - 60at/60af, 2p, 10kaic, 230 V, Mccb 2 - 125at/125af, 2p, 10kaic, 230 V, Mccb  Glp Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 60at/60af, 3p, 10kaic, 230 V, Bolt-on Type Mccb Branches: 12 - 20at/60af, 2p, 10kaic, 230 V, Mcb 2- Space  Gpp Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 125at/125af, 3p, 10kaic, 230 V, Bolt-on Type Mccb Branches: 18 - 30at/60af, 2p, 10kaic, 230 V, Mcb 2- Space  Gpacu Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 125at/125af, 3p, 10kaic, 230 V, Bolt-on Type Mccb Branches: 14 - 30at/60af, 2p, 10kaic, 230 V, Mcb 2- Space • Roughing-ins  20mm Dia. Upvc Pipe, Male Adapter With Locknut  25mm Dia. Upvc Pipe, Male Adapter With Locknut  20mm Corrugated Electrical Flexible Hose  20mm Electrical Flexible Hose Connector  32mm Dia. Upvc Pipe, Male Adapter With Locknut  50mm Dia. Upvc Pipe, Male Adapter With Locknut  65mm Dia. Upvc Pipe, Male Adapter With Locknut  Junction Box With Cover  Utility Box  Square Box  Consumables • Wires And Cables  Thhn/thwn Wire - 2.0mm², 3.5mm², 5.5mm², 8.0mm², 14.0mm², 22.0mm², 50.0mm², 60.0mm², 80.0mm² • Wiring Devices  Single Pole Switch With Led Indicator, Flush Type Modern Series  Duplex Switch With Led Indicator Flush Type Modern Series  Triplex Switch With Led Indicator Flush Type Modern Series  Single Universal Convenience Outlet, 3 Prong Modern Series, 16a, 230v  Duplex Universal Convenience Outlet, 3 Prong Modern Series, 16a, 230v  Duplex Universal Outlet, Floor Mounted Type, 16a, 230v  Gfci Outlet  Acu Outlet, Universal, 30a, 230v W/ Grounding-type • Lighting Fixtures  4"ø Downlight, With 11w Led Recessed Mounted  2x18w Troffer Led Panel Type Lighting Fixture  Emergency Light  Exit Light  30 Watts Led Flood Light I. Auxiliary Works To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Auxiliary Plan And Specification And As Indicated On Detailed Cost Estimates: • Fire Alarm And Detection System  Roughing-ins / Wires: - 15mmø Emt Pipe, Coupling, Connector - Pull Box - Metal Flexible Conduit 1/2" - Straight Connector 1/2" - Junction Box W/ Cover - Utility Box - Conduit Supports / Hangers - 1.25mm2 Twisted Pair - Consumables - Equipment: - Smoke Detector - 24v Sounder & Strobe Light (combined) - Manual Push Station 24v - Fire Alarm Control Panel 3 Zones, W/ Back-up Battery, 24v • Paging System  Roughing-ins / Wires: - 15mmø Upvc Pipe, Male Adapter With Locknut - Metal Flexible Conduit 1/2" - Straight Connector 1/2" - Junction Box With Cover - 1.25mm2 Twisted Pair - Consumables - Equipment: - Ceiling Speaker • Tel/lan System  Roughing-ins / Wires: - 15mmø Upvc Pipe - 15mm Dia. Upvc Male Adapter With Locknut - Junction Box With Cover - Utility Box With Cover - Utp Cat 6 4pairs - 1 Gang Outlet - Consumables  Equipment: Telephone And Data Outlet • Cctv System  Roughing-ins / Wires: - 15mmø Upvc Pipe - 15mm Dia. Upvc Male Adapter With Locknut - Junction Box With Cover - Utility Box With Cover - Utp Cat 6 4pairs - 1 Gang Outlet - Consumables  Equipment: - Ip Camera Dome Type J. Fire Protection Works To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Fire Protection Plan And Specification. • Black Iron Pipes, Fittings, Valves And Accessories: - Bi Pipes Schedule 40 @ 6m, Seamless (also Including Drain Pipe Riser And Auto Sprinkler Riser) And All Fittings, Valves And Accessories As Indicated On Detailed Cost Estimates • Sprinkler Heads And Accessories - Pendent Type: 135 Degrees To 165 Degrees • Others – Hangers And Supports, Miscellaneous And Consumables (including Painting And Tagging) • Testing And Commissioning – Configuration, Testing And Commissioning, Documentation, Training And Orientation K. Mechanical Works To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Mechanical Plan And Specification And As Indicated On Detailed Cost Estimates: • Air-conditioning Works - 4.0 Hp Split Type Aircon, Inverter Type, - 2.5 Hp Split Type Aircon, Inverter Type - 1.0 Hp Split Type Aircon, Inverter Type - Consumables - L. Request For Final Inspection • Contractor Shall Submit Its Written Request For A Final Inspection Of The Project To The Medical Center Chief Office At Least Seven (7) Days Prior To Project Inspection & Turn-over. M. Tools And Equipment • Various Basic And Advanced Masonry/electrical/carpentry Tools • Measuring And Layout Tools • Safety Equipment • Utility Vehicle N. Technical Personnel Required • Project Engineer • Foreman • Leadman • Skilled Personnel (mason, Carpenter, Steelman, Electrician, Plumber) • Laborer/helper General Guidelines • All Construction Works Shall Be Undertaken By Contractor In Accordance With Existing Laws And All Other Applicable Rules And Regulations. • The Contractor Shall Be Responsible In Setting Out Reference Lines, Elevations (lines And Grades) Prior And During The Execution Of The Works. All References Shall Be Maintained And Protected By The Contractor At His Own Expense. Disturbed References Shall Be Restored To Its Original Position Without Extra Cost To Devmh. • The Contractor Shall Carry Out The Works Properly And In Accordance With This Contract. The Contractor Shall Provide All Supervision, Labor, Materials, Plant And Equipment, Which May Be Required. • The Contractor Shall Commence Execution Of The Works On The Start Date And Shall Carry Out The Works In Accordance With The Approved Pert/cpm Network Diagram Submitted By The Contractor, As Updated With The Approval Of The Procuring Entity’s Representative, And Shall Complete The Works By The Intended Completion Date. • The Contractor Shall Be Responsible For The Safety Of All Activities On The Site. • During On-going Construction And Before The Turn-over Of The Project, Engineering & Facilities Management Staff, End-users, Twg And Bac Shall Inspect The Works Undertaken By Contractor. Hospital Engineers And End-users Discover Any Deviations By Contractor From The Approved Construction Plans, Contractor Shall Be Required To Rectify All Such Deviations, Within Such Period Required By Client. • Contractor Shall Have Full Responsibility For Any And All Damages To Existing Hospital Facilities, Utilities, And/or Any Portion Of The Hospital’s Common Area, Due To The Works Undertaken By Contractor, Whether Accidental Or Intentional. • No Variation Order Shall Be Undertaken Unless Verified By Hospital Engineer And Approved By Executive Committee. • Contractor Shall Not Cover Or Block Stub-outs (cleanouts, Water Source, Exhaust, Sewer, Drainage, Etc.) When Not Utilized. Said Stub-outs Shall At All Times Be Free Of Obstructions And Easily Accessible. • Contractor Shall Secure A Utility Tapping Permit Prior To Tapping From Utility Provision. • Electricity And Water Consumed During Construction Shall Be Charged To Contractor. • End-users Reserves The Right To Inspect The Works At Any Time. • Contractor Shall Insure And Hold Client, Its Affiliates, Officers, Directors, Stockholders, Employees, Agents, And/or Representatives, Free And Harmless From And Against Any Injury, Losses, Claims, Damages, Liabilities, Expenses, And/or Costs Of Litigation, Resulting From Or Arising Out Of The Works Undertaken By Contractor. • In Event Of Force Majeure, The Contractor Shall Rectify, Replace Or Build The Unfinished Projects When It Is Not Yet Completed And Accepted W/o Additional Cost For The Procuring Entity. • Contractor Shall Comply With The Construction House Rules Of This Hospital. Time Of Completion • The Completion Of The Project Shall Be One-hundred Twenty (120) Calendar Days From The Date Of Effectivity.