Interior Tenders

Details: Description Invitation To Bid Feb. 18, 2025 1. The Dpwh - Eastern Samar District Engineering Office, Through The Gaa Fy 2025 Intends To Apply The Sum Indicated Hereunder Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Following Procurement Projects. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening, Viz: 1: Contract Id No. : 25ib0080 Contract Name : Construction Of Multi-purpose Building, Contract Location : Brgy. Libertad, Dolores, Eastern Samar Project Description/scope Of Work : Construction Of Multi-purpose Building With Roof Deck, Waterproofing, Tile Works, Doors & Windows, Ceiling @ 2ndflr, Painting @ Interior, Plumbing, Electrical Works, And Other Scope Of Works Indicated Herein. (as Budgeted) Major Categories Of Works : Bicwoplc – Buildings: Construction – Without Piles – Low Rise – Concrete (frame) (1 To 5 Storey) Total Approved Budget For The Contract (abc): 5,543,987.36 Contract Duration : 161.00 Cd Cost Of Bidding Documents : 10,000.00 2: Contract Id No. : 25ib0081 Contract Name : Construction Of Multi-purpose Building Contract Location : Brgy. Buenavista, Dolores, Eastern Samar Project Description/scope Of Work : Construction Of Multi-purpose Building With Roof Deck, Waterproofing, Tile Works, Doors & Windows, Ceiling, Plumbing, Electrical Works, And Other Scope Of Works Indicated Herein. (as Budgeted) Note: Painting Not Included Major Categories Of Works : Bicwoplc – Buildings: Construction – Without Piles – Low Rise – Concrete (frame) (1 To 5 Storey) Total Approved Budget For The Contract (abc): 5,544,467.02 Contract Duration : 161.00 Cd Cost Of Bidding Documents : 10,000.00 3: Contract Id No. : 25ib0082 Contract Name : Construction Of Multi-purpose Building, Barangay Gap-ang Contract Location : Dolores, Eastern Samar Project Description/scope Of Work : Construction Of Multi-purpose Building With Roof Deck, Waterproofing, Doors & Windows, Plumbing, Electrical Works, And Other Scope Of Works Indicated Herein. (as Budgeted), Note: Painting, Railings, Ceiling And Septic Tank Not Included Major Categories Of Works : Bicwoplc – Buildings: Construction – Without Piles – Low Rise – Concrete (frame) (1 To 5 Storey) Total Approved Budget For The Contract (abc): 4,950,137.18 Contract Duration : 155.00 Cd Cost Of Bidding Documents : 5,000.00 4: Contract Id No. : 25ib0083 Contract Name : Construction Of Multi-purpose Building, Dampigan Contract Location : Dolores, Eastern Samar Project Description/scope Of Work : Construction Of Multi-purpose Building With Roof Deck, Waterproofing, Tile Works, Doors & Windows, Ceiling Works, Painting, Plumbing, Electrical Work, Air Condition, And Other Works Indicated Herein, Note: Ceiling Paint Not Included Major Categories Of Works : Bicwoplc – Buildings: Construction – Without Piles – Low Rise – Concrete (frame) (1 To 5 Storey) Total Approved Budget For The Contract (abc): 5,543,957.65 Contract Duration : 135.00 Cd Cost Of Bidding Documents : 10,000.00 5: Contract Id No. : 25ib0084 Contract Name : Construction Of Multi-purpose Building (covered Court) In Brgy. Cabong Contract Location : Borongan City, Eastern Samar Project Description/scope Of Work : Construction Of Multi-purpose Building (15 X 30m – Covered Court) And Other Scope Of Work Indicated Herein Major Categories Of Works : Bicwoplc – Buildings: Construction – Without Piles – Low Rise – Concrete (frame) (1 To 5 Storey) Total Approved Budget For The Contract (abc): 5,939,669.05 Contract Duration : 137.00 Cd Cost Of Bidding Documents : 10,000.00 6: Contract Id No. : 25ib0085 Contract Name : Rehabilitation Of Baybay Boulevard Contract Location : Borongan City, Eastern Samar Station 0+000.00 – 0+301.00 Project Description/scope Of Work : Road: 1.204 Lane Km. Rehabilitation Of Pccp, (l=301.00m, W=6.10) Right Side, (l=301.m, W=6.10) Left Side, T=0.23m Major Categories Of Works : Rrp – Roads: Rehabilitation - Pccp Total Approved Budget For The Contract (abc): 9,650,000.00 Contract Duration : 56.00 Cd Cost Of Bidding Documents : 10,000.00 2. The Dpwh Eastern Samar District Engineering Office, Brgy. Alang-alang, Borongan City, Eastern Samar Now Invites Bids For The Above Procurement Projects. Completion Of The Works Is Required Based On The Above-stated Contract Duration, Bidders Should Have Completed A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders) 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary Pass/fail Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act 9184 (ra 9184), 4. Interested Bidders May Obtain Further Information From Dpwh - Eastern Samar District Engineering Office And Inspect The Bidding Documents At The Address Given Below From 8:00 A.m To 5:00 P.m. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On Feb. 24, 2025 – March 18, 2025 From Given Address And Website/s Below And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Guidelines Issued By The Gppb, In The Amount Of Five Thousand Pesos Only (5,000.00) For Cid Nos. 25ib0082, And Ten Thousand Pesos Only (10,000.00) For Cid Nos. 25ib0080, 25ib0081,25ib0083, 25ib0084 And 25ib0085 6. The Dpwh Eastern Samar District Engineering Office, Brgy. Alang-alang, Borongan City, Eastern Samar Will Hold A Pre-bid Conference On March 04, 2025, @10:00 A.m. At Conference Hall, Dpwh Eastern Samar District Engineering Office, Bgry. Alang-alang, Borongan City, Eastern Samar And/or Through Livestreaming Via Https://www.youtube.com/@dpwh.esamardeo, Which Shall Be Open To Prospective Bidders 7. Bids Must Be Duly Received By The Bac Secretariat Through (i) Manual Submission At The Office Address As Indicated Below And (ii) Online Or Electronic Submission At Electronicbids_easternsamar@dpwh.gov.ph Using 7zip Compressed Document Files As Indicated Below On Or Before March 18, 2025 @ 1:59 P.m. Late Bids Shall Not Be Accepted. 8. All Bids Must Be Accompanied By A Bid Security In Any Of The Accepted Forms And In The Amount Stated In Itb Clause 16. 9. Bid Opening Shall Be On March 18, 2025 @ 2:00 P.m. (immediately After The Deadline For The Submission & Receipt Of Bids) At The Given Address Below And/or Through Livestreaming Via Https://www.youtube.com/@dpwh.esamardeo Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. Use 7zip Compressed Document Files For Electronic Bid Submission. Late Bids Shall Not Be Accepted. 11. The Dpwh Eastern Samar District Engineering Office, Brgy. Alang-alang, Borongan City, Eastern Samar Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Award The Contract At Any Time Prior To Contract Award In Accordance With Section 35.6 And 41 Of The 2016 Revised Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 12. For Further Information, Please Refer To: The Head Bac Secretariat: Marlon B. Kuizon Bac Office, Department Of Public Works And Highways, Brgy. Alang – Alang Borongan City, Eastern Samar Approved: Bac Chairman: Judy C. Elgera Bac Office, Department Of Public Works And Highways, Brgy. Alang-alang Borongan City Eastern Samar Noted By: Domcelio M. Natividad District Engineer Approved For Posting: Jayson G. Espeso Pio - Designate Engineer Ii

Details: Description Scope Of Work: 1. Installation Of Chb Wall 2. Plastering Works 3. Replacement Of Broken/damaged Floor Tiles 4. Replacement Of Broken Electrical Wires & Fixtures 5. Re/painting Works (ceiling, Walls & Cabinets), Interior & Exterior 6. Fabrication & Installation Of Glass Wall, Swing Door & Fixed Window On Aluminum Frame (powder Coated White) Including Accessories 7. Fabrication & Installation Of Glass Partition On Aluminum Frame (powder Coated White) With Glass & Aluminum Composite Panel Including Tables With Drawers 8. Fabrication & Installation Of Stainless Letters

Details: General Requirements scope  intent. This Standard Specification Invokes General Requirements For Conducting Vessel Repairs Performed By Commercial Contractors At A Coast Guard Facility For Coast Guard Vessels.  references  coast Guard Drawings  coast Guard Drawing 418a-wmsl-801-001, Rev A, Booklet Of General Plans coast Guard Drawing 750-wmsl-085-024, Rev A, Tank Sounding And Moment Of Inertia Tables (asc085014h) (wmsl 757 Only) coast Guard Drawing 750-wmsl-100-013, Rev L, Unit 1210 Structure - Innerbottom To 1st Platform - Fr 10 To Fr 22 (asc100121) coast Guard Drawing 750-wmsl-167-001, Rev J, Manhole List Installation And Fabrication Details Ship Wide (asc167001) coast Guard Publications  surface Forces Logistics Center Standard Specification 0000 (sflc Std Spec 0000), 2022, General Requirements surface Forces Logistics Center Standard Specification 0740 (sflc Std Spec 0740), 2022, Welding And Allied Processes surface Forces Logistics Center Standard Specification 6310 (sflc Std Spec 6310), 2022, Requirements For Preservation Of Ship Structures other References  astm International (astm) D1330, 2015, Standard Specification For Rubber Sheet Gaskets 3. Requirements  3.1 General. The Contractor Must Conform To All Requirements Specified In Sflc Std Spec 0000 And In This Item, As Applicable, During The Performance Of This Availability. The Requirements Of This Wi Apply To All Work Under The Scope Of This Contract, Whether Explicitly Stated In All Following Work Items Or Not, And To All Other Work Subsequently Authorized By Changes, Modifications, Or Extensions To The Contract.  3.2 Materials. The Contractor Must Obtain All Of The Materials Required To Complete This Job With The Exception Of The Government-furnished Property Shown In Paragraph 1.2 Of Work Item.   3.3. Period Of Performance. The Period Of Performance Window For This Work Starts On 09 April 2025 And Ends On 01 July 2025.  3.4. Location. The Contractor Must Perform The Work While The Uscgc Midgett (wmsl 757) Is Alongside The Pier On 400 Sand Island Pkwy Honolulu, Hi 96819-4326.     12316_1124_flt rec_12136_flt_418’ Wmsl (cgc Midgett) (1124) item 1: Tanks (ballast), Clean And Inspect 1. Scope 1.1 Intent. This Work Item Describes The Requirements For The Contractor To Clean And Inspect The Following Tank(s): table 1 – List Of Tanks type Of Structure location capacity - 95% (gallons) tank Content Disposal (gallons) ballast Tank 5-16-1-w 14,438 760 1.2 Government-furnished Property. none. 2. References coast Guard Drawings coast Guard Drawing 418a-wmsl-801-001, Rev A, Booklet Of General Plans coast Guard Drawing 750-wmsl-085-024, Rev A, Tank Sounding And Moment Of Inertia Tables (asc085014h) (wmsl 757 Only) coast Guard Drawing 750-wmsl-100-013, Rev L, Unit 1210 Structure - Innerbottom To 1st Platform - Fr 10 To Fr 22 (asc100121) coast Guard Drawing 750-wmsl-167-001, Rev J, Manhole List Installation And Fabrication Details Ship Wide (asc167001) coast Guard Publications surface Forces Logistics Center Standard Specification 0000 (sflc Std Spec 0000), 2022, General Requirements surface Forces Logistics Center Standard Specification 0740 (sflc Std Spec 0740), 2022, Welding And Allied Processes surface Forces Logistics Center Standard Specification 6310 (sflc Std Spec 6310), 2022, Requirements For Preservation Of Ship Structures other References astm International (astm) D1330, 2015, Standard Specification For Rubber Sheet Gaskets 3. Requirements 3.1 General. 3.1.1 Cir. none. 3.1.2 Tech Rep. none. 3.1.3 Protective Measures. The Contractor Must Furnish And Install All Protective Measures In Accordance With Sflc Std Spec 0000, Paragraph 3.3.3 (vessel Component, Space, And Equipment Protection). 3.1.4 Interferences. The Contractor Must Handle All Interferences In Accordance With Sflc Std Spec 0000, Paragraph 3.3.5 (interferences). Known Interferences Include, But Are Not Limited To The Following: tlis piping residual Tank Contents/fluids note coast Guard Personnel Will Operate All Shipboard Machinery And Equipment. 3.2 Operational Test, Initial. Prior To Commencement Of Work, The Contractor Must Witness Coast Guard Personnel Perform An Initial Operational Test Of All Items Or Shipboard Devices To Be Disturbed, Used, Repaired, Or Altered, To Demonstrate Existing Operational Condition. Submit A Cfr. 3.2.1 Perform An Initial Operational Test Of Each Tank Tlis To Demonstrate That Each Radar Head/sensor Is Functional (i.e., Digital Readout Is Displayed). 3.2.2 Ensure That There Is Interface/communication Between The Tli Sensor And The Machinery Control And Monitoring System (i.e. Digital Readout At The Tli Is Identical To That Displayed). 3.3 Tank Opening. The Contractor Must Remove The Tank Manhole Cover(s) And Ventilate The Confined Spaces In Accordance With Sflc Std Spec 0000, Paragraphs 3.3.1.1 And 3.3.1.2. The Contractor Must Provide Fall Protection To Cover Tank Manhole Cover When Opened For Ventilation/work. 3.4 Tank Content And Waste Disposal. The Contractor Must Dispose Of Residual Tank Contents Listed In Table 1 And Any Cleaning Fluids In Compliance With All Applicable Federal, State, And Local Laws, Ordinances And Regulations. Notify The Cor (in Writing) At Least 48 Hours Prior To Removal Of Wastes And Fluids. Document A Complete Chain Of Custody Record Of The Removed Tank Contents And Generated Wastes, From The Vessel To The Point Of Final Destination Or Delivery. Submit Chain Of Custody Record To The Cor Upon Completion Of Work. 3.5 Temporary Plugs. The Contractor Must Plug All Inlet And Outlet Piping In The Tank To Prevent Contaminants From Entering The Tank Or Piping System. Use Plugs With An Attached Lanyard, Ring Or Other System That Will Ensure Plugs Are Not Lost In The Pipe Openings. 3.5.1 Plug Log. The Contractor Must Keep A Written Record Of All Installed Plugs. Keep A Separate List For Each Tank. Maintain A Plug Accountability Log Posted Immediately Outside The Tank To Prevent Any Of The Installed Temporary Plugs From Being Lost Inside The Tank Or Left Behind Inside At Tank Closure. The Log Must Include The Type And Size Of Each Plug, Installation Date, And Removal Date. Submit This Log To The Cor After Completion Of Work Item Via A Cfr. 3.5.2 The Contractor Must Ensure That All Plugs Are Removed From Each Tank Upon Completion Of Work In The Tank. 3.6 Tank Cleaning. The Contractor Must Clean All Designated Tank Interior Surfaces Free Of All Foreign Materials, Such As Residual Water, Sediment, Sludge, Rust, Or Biological Growth, Taking Care Not To Damage The Coating System (if Applicable). 3.6.1 The Contractor Must Accomplish All Requirements Of Sflc Std Spec 6310, 3.1.6.4 (surface Contaminant Removal) To Achieve The Cleanliness Requirements Of Sspc-sp 1, Including A Low-pressure (maximum 5,000 Psi) Freshwater Wash Down Of The Surfaces. 3.6.2 Remove Cleaning Media And Residues Continuously From The Tank During The Washing Process. Remove Any Residual Wash Media And Wipe Up Residual Moisture With Clean Lint-free Cloths. Wipe The Interior Tank Structure Dry And Free Of All Cleaning Agents. 3.7 Inspection. The Contractor Must Visually Inspect All Tank Interior Surfaces, Including, But Not Limited To Bulkheads, Floor And Overhead Plating, Structural Members, Manhole Cover Surfaces, Fasteners And Gasket Seating Surfaces. Submit A Cir Including The Following, As Applicable: tank Structural Condition. condition Of Tank Coating, Including Dimensions, Percentage, Location, And Type Of Coating Failure. tank Level Indicator (tli) And/or Float Switch Condition. sounding/vent Tube And Striker Plate Condition. suction And Discharge Piping Condition. fastener Material And Condition. zinc Anode Condition (remaining Percentage) pit Measurements ultrasonic Thickness (ut) Measurements 3.8 Pit Measurement. The Contractor Must Measure100pitswithin Each Tank/location Listed In Table 1, In Accordance With Sflc Std Spec 0740, Paragraph 3.13 (evaluation Of Pitting Corrosion). The Results Of These Measurements Must Be Included In The Inspection Report, Showing Where Pit Measurements Were Taken And The Depth Of The Pit. 3.9 Ultrasonic Thickness (ut) Measurement. The Contractor Must Take Ut Measurements In The Surrounding Area Of Any Pit Measuring Greater Than 25% Of Plate Thickness. Ut Measurements Must Be Taken In The Four Quadrants At An Equal-distant Radius From The Pit Center Until Full Plate Thickness Is Measured. For Bidding Purposes, Assume 200 Ut Measurements Per Tank Listed In Table 1. Ut Measurements Must Be Conducted In Accordance With Sflc Std Spec 0740, Appendix C, Using Coast Guard Drawings Listed In Section 2. The Results Of These Measurements (original Thickness, Measured Thickness, And Any Observed Cracks) And The Locations Where They Were Taken Must Be Included In The Inspection Report. 3.10 Substrate Fairing And Repair By Filling Epoxy For Shallow Pits And Small Corrosions (i.e. Pits < 25% Or Corrosions < 25%). The Contractor Must Repair Small Pin Holes, Shallow Pitted Substrates (with Remaining Plate Thicknesses Over 75% Of Required Plate Thicknesses), And Fair Corroded Substrates (with Remaining Cross Sections Over 75% Of Required Cross Section Areas), After Removing Coating, In Accordance With Sflc Std Spec 6310 And Manufacturers’ Instructions. procure 3 Kits Of Epoxy Fairing Compounds (e.g. Belzona 1111, 0.5 Gallon/5 Kg Kit Or Equivalent) To Conduct Repairs. turn Over All Unused Kits To The Cor. note “substrate Fairing And Repair By Filling Epoxy For Shallow Pits And Corrosions (i.e. Pits < 25% Or Corrosions < 25%)” Is A Supplement Barrier Intending To Help Delay Penetration. 3.11 Tank Closing. The Contractor Must Ensure That The Tank(s) Remain Open For Approximately 24 Hours After Completion Of Any Authorized Repair And Preservation Procedures. Notify The Cor At Least 48 Hours Prior To Closing The Tank(s). After Satisfactory Inspection By The Coast Guard Inspector And Completion Of All Authorized Repairs, Remove All Installed Temporary Plugs And Document Removal Via Signature On The Plug Log By The Coast Guard Inspector And Contractor Prior To Tank Closing. Close Tank Manhole Cover(s) Using New Gasket Material, Nuts, And Grommets In Accordance With Coast Guard Drawing 750-wmsl-167-001, In The Presence Of The Coast Guard Inspector. Chase Threads On Studs To Ensure Even Installation Of The Access Covers. Submit A Cfr With The Completed Plug Log. note coast Guard Personnel Will Operate All Shipboard Machinery And Equipment. 3.12 Operational Test, Post Repairs. After Completion Of Work, The Contractor Must Thoroughly Test, In The Presence Of The Coast Guard Inspector And Demonstrate All Items Or Shipboard Devices That Have Been Disturbed, Used, Repaired, Altered, Or Installed To Be In Satisfactory Operating Condition. Submit A Cfr. 3.12.1 Perform A Post-work Operational Test Of Each Tank Tlis To Demonstrate That Each Radar Head/sensor Is Functional (i.e., Digital Readout Is Displayed). 3.12.2 Ensure That There Is Interface/communication Between The Tli Sensor And The Machinery Control And Monitoring System (i.e. Digital Readout At The Tli Is Identical To That Displayed). 3.13 Touch-up Preservation. The Contractor Must Prepare And Coat All New And Disturbed Surfaces, And All Manhole Cover External Surfaces To Match Existing Adjacent Surfaces In Accordance With Sflc Std Spec 6310, Paragraph 3.1.13 (touch-ups And Minor Coating Repairs). Do Not Paint Any Manhole Cover Fasteners. 4. Notes this Section Is Not Applicable To This Work Item rdd/pop: 09apr25-01jul25

Description: Supply and installation of interior blinds for the Conté site of the National Conservatory of Arts and Crafts (CNAM) in Paris. This consultation concerns the supply and installation of st

Description: Loi Dinslaken Reception Building - Object Planning Building and Interior According to §34 Hoai

Description: Design, Supply and Installation of Institutional and Non-Regulatory Signage for the Essonne Department: Interior and Exterior Signage

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Description: Design, Supply and Installation of Institutional and Non-Regulatory Signage for the Essonne Department: Interior and Exterior Signage

Description: Contract notice - General guideline, standard regulation Open procedure (construction work) Drywall work Drywall work Drywall work Conversion and renovation of the Bad Camberg outdoor swimming pool: Main volumes of drywall work: - Suspended wooden slatted ceiling approx. 500 m² - Fleece 500 m² - Grid ceiling ... More drywall work Drywall work Drywall work Conversion and renovation of the Bad Camberg outdoor swimming pool: Main volumes of drywall work: - Suspended wooden slatted ceiling approx. 500 m² - Fleece 500 m² - Grid ceiling mineral fiber approx. 170 m² - Acoustic plaster ceiling approx. 70 m² - Plasterboard for suspended ceilings approx. 40 m² - approx. 15 inspection hatches - Single stud walls approx. 60 m² - Double stud walls approx. 10 m² - 50 MU/a steel profiles - Facing panels approx. 150 m² - Interior doors approx. 15 pieces

Description: A&e Design Interior/exterior Refresh Bldg 842