BRR : 11654146 Bids Are invited for Operation And Maintenance Of Electrical Systems/Electrical Installations - Complete System - Job Contract For Operation & Maintenance Of Internal & External Electrical & Mechanical (E&M)Installations Of Technical Block Cum Atc Building, Fire Station, Medical Center, Dvor,Glide Path, Localizer, Ground Lighting Facilities, Perimeter Road Lighting, High Mast & Its Lighting In Operational Area, Fire Detection And Alarm System, Fire Fighting System, Ups, Water Treatment & Supply Plant, Lt Panels, Ccr Including Upkeeping Of Lifts Etc. Including Providing Consumable Material Like Cotton Waste, Insulation Tape, Screws & Other Sundry Material Required For Cleaning Etc., Attending Minor Faults Of Equipments /Repairs /Replacement Of Defective Spares And Components Which Will Be Supplied By Aai And Ensuring Serviceability /Satisfactory Working Condition Of The Systems, Routine And General Preventive Maintenance On Daily/ Weekly /Monthly /Quarterly /Half Yearly /Yearly Basis As Per Maintenance Schedules, Including Maintaining The Records And Log Books And Reports As And When Required, Complete Upkeeping Of The Installations Etc. As As Per The Detailed Specifications & Terms And Conditions Covered Under This Contract On 24 Hrs Round The Clock Basis In 03 Shifts Each Of 8 Hours Duration On All Days Including Saturday, Sundays, Holidays And National Holidays Etc. And As Directed By Engineer-In-Charge By Deploying The Minimum Manpower As Per Agreement Terms & Conditions Mentioned In The Scc Clause-12. (Note: If Additional Equipments/ Installations Provided Or Capacity Of The Existing Systems Augmented During The Currency Of This Contract, The Additional Equipments/ Installations/ Plant Shall Be Operated And Maintained By The Contractor With The Existing Manpower Within The Quoted Cost And Nothing Extra Shall Be Paid On Account Of This. ) , Provision Of Additional Hour Required For Operations Due To Delay In Flight, Emergency, Major Maintenance Works. Beyond The Scope Of Item No. 1 On As And When Required Basis. , Highly-Skilled , Skilled , Semi-Skilled , Un-Skilled , Providing Annual Periodical Refresher On-Site Training To The Work Force Engaged Related To Electrical Safety And Airfield Ground Lighting From Any Icao Certified External Agency/Electrical Training Institute/Training Workshop Conducted By The Reputed Oem Agency. This Trailing Module Shall Breifly Cover The Following Aspects:1. Airfield Ground Lighting Overview 2. Agl Installation, Commissioning & Acceptance Criteria 3. Agl Operations, Planned, Preventive & Breakdown Maintenance Techniques 4. Agl Power And Field Circuits 5. Control And Monitoring Technologies 6. Installation & Commissioning Requirements 7. New Agl Technologiesaai Shall Extend Their Help And Support For Providing The Training Room & Workers Familiarization With The Installations.01 Job Means - 02 Days Training Program Per Year

BRR : 1996720 Consultancy Services For Augmentation Of Facilities At South Break Water Jetty For Centre 60 At Naval Dockyard Mumbai , ( A ) Providing Consultancy Services And Submitting Reports For Augmentation Of Facility At South Break Water Jetty And Strengthening Of Jetty Including Arresting Of Seepage Of Jetty And Repairs To Existing South Break Water Jetty Of Approx . 675 Metres Length As Per Following Broad Scope Of Work Including Any Other Work Included In Bps :- , ( I ) Carry Out Detailed Inspection Of All The Structural Members From Underside Of The Existing Jetty & Documenting Various Types Of Distresses In The Form Of Distress Mapping On Markup Drawings Alongwith Photographic Documentation Of Distress Locations . , ( Ii ) Carry Out Following Non-Destructive Tests :- , ( A ) Concrete Core Test - To Assess The In-Situ Strength ( B ) Rebound Hammer Test - To Assess In-Situ Strength Measuring Surface Hardness Of The Concrete . ( C ) Ultrasonic Pulse Velocity Test - To Assess Integrity And Soundness Of The Concrete . ( D ) Carbonation Test : To Assess Depth Of Carbonation Penetration Into The Concrete Cover . ( E ) Half Cell Potentiometer Test - To Assess Probability Of Active Corrosion In The Concrete . ( F ) Chemical Tests - To Assess Chloride Content , Sulphate Content , Ph Of Concrete Sample To Determine The Durability Of Concrete . ( G ) Corrosion - To Observe The Initiation Process Of Corrosion . , ( Iii ) To Prepare The Data And Submit The Proposal/Recommendations Including Methodology For The Following :- , ( A ) Repair To Bottom Surface Of Floor Caissons , Slab And Top Surface Of Jetty , Internal And External Wall Of The Caissons . , ( B ) Repair/Replacement Of Crane Rail Track Approx . 605 Metres Length And Cable Trench Of Jetty . , ( C ) Repairs To Existing Rcc Cable Duct On Jetty And Replacement Of Damaged Chequered Plates . , ( D ) Repair To Wooden Buttresses . , ( E ) Repair To Ladder , Pit Covers , Handles And Doors For Caissons . , ( Iv ) To Submit Methodology For Removal Of Existing Crane Rails In Sbw Jetty And Methodology For Fixing New Rails Suitable For The Cranes Of Existing Capacity Including Method Of Making Good The Adjacent Surfaces Of Concrete Slab During Execution Of Work/Laying Of Crane Rails And Structural Effects If Any During Execution Of This Work On The Wharves Along With Preventive Measures If Any To Over Come The Difficulties/Challenges If Any . , ( V ) To Prepare And Submit Complete Methodology And Method Of Repair/Fixing With Detailed Calculations Of Above Repairs Duly Proof Checked And Vetted By Any Indian Institute Of Technology ( Iit ) , ( Vi ) To Submit Detailed Comprehensive Report Of All The Above Activities Consisting Of Documents Of Distress Analysis Of Test Results , Remarks On Structural Stability And Method For Proposed Modifications And Recommendations Of Remedial Measures/Strengthening Measures Along With Methodology Considering Latest Technology And Detailed Drawings Alongwith Preparation Of Details Of Work Required For Different Services . , ( Vii ) To Submit Bills Of Quantities With Detailed Take Off ( Estimate ) Including Preparation Of 4 D Quantity Take Off For Each Item , Rate Analysis And Quotation For Each Items . , ( Viii ) To Submit Integrated Project Execution Schedule For The Complete Work Including Cpm/Pert Chart Showing Various Activities In The Work And Creation Of 4 D Sequence Planning . , ( Ix ) To Prepare And Submit The Proposal For Phasing If Any Required During Execution In Consultation With User And Ge Shall Ensure That Functioning Of Existing Facilities Of Jetty Is Least Affected . , ( X ) To Prepare Details Of Safety Measures Required To Be Adopted During Execution To Avoid Damage To The Existing Structure , Danger To Human Life And Property . , ( B ) Provision Of Consultancy Services With Detailed Report , Bid Document And Project Management In Respect Of Provision Of Scada For Following Services For South Break Water Jetty Under The Control Of Centre No 60 . , ( A ) Consultancy Services For Provision Of Scada For All Electrical Equipments For Existing And Proposed To Be Checked At Ground And With Dgnp/Nd ( Mb ) , ( B ) Consultancy Services For Provision Of Scada / Automation System For All Caisson Sump Draining Pumping System For Existing And Proposed System Details To Be Checked At Ground And With Dgnp/Nd ( Mb ) Of Sump Drainage Equipment And For Provision Of Automatic Operation Fire Pumps With Monitoring . , Notes For Scada And Strengthening Of Jetty :- , ( A ) The Consultant Shall Plan And Design A Scada System In Consultation With User On Ground For Its Installation And Implementation In A Successful & Efficient Manner On Ground Including Testing And Commissioning . The Consultant Shall Ensure Regular Advice During Execution Of Scada Project As And When It Is Required At Site . To Facilitate Smooth Execution Of This Project , Any Administrative Support Required By The Consultant During Execution Shall Be Rendered By Dgnp/Nd ( Mb ) To The Extent Possible , However , The Final Responsibility Of The Same Shall Rest With The Consultant Only . , ( B ) Study And Preparation Of Detailed Report : This Shall Constitute Technical Specifications , Technical Drawings , Cost Benefit Analysis , Implementation Strategy , Space Requirement For Server Room , Communication / Ups Room , Design Of Normal And Standby Power Supply Requirements , Design Of Requisite Infrastructure Facilities And Requirements Like Electrification , Fire Fighting System , Earthing For Servers , Rtus Control System And Project Management Timelines Etc . The Consultant Shall Study The Existing Distribution Network On Ground With The Increased Future Projected Load In Consultation With Users . , ( C ) Assisting Dgnp ( Mb ) In Project Management Of Scada System : Consultant Shall Review , Supervise & Report The Implementation Plan/Process Carried Out By The Main Contractor In Line With The Rfp/Tender Documents Including Training Requirements For Core Users , End Users & Administrators Of The System . Consultant Shall Assist Utility In Design , Engineering , Finalization/ Approval Of Design Documents /Drawings , System Architecture , Boq Test Procedures Etc . Submitted By Main Contractor . Installation Testing Includes Preparation Of Test Specifications , Finalizing Quality Assurance Plan , Check Points During Implementation Phase , Monitoring And Bringing Out Non Compliances In Testing And Suggest Remedies & Commissioning Of The Proposed Scada System Till Completion & Validation/Verification Of Successful Implementation Of The Scada Project On Ground . , ( D ) Scada Control Centre ( Scc ) : Scc And Back Up Scc Shall Have Full Fledged Scada Provision . , ( E ) Consultant Shall Attend Monthly Meeting For Discussion On Progress Of Consultancy Alongwith Presentation On Ms Power Point . Consultant Shall Also Visit The Site On Fortnightly Basis And Review The Progress Of Work And Methodology Being Adopted During Execution Of Work . Consultant Shall Render Necessary Advice During The Execution Of The Project Till Its Completion And Submit Proposal To Overcome The Unforeseen Technical Challenges Faced By The Department During Execution Of Work . , ( F ) Consultant Shall Submit The Cost Of The Scada Implementation Including Fixed Cost For Setup Of Control Room And Other System Application . , ( G ) Cost Benefit Analysis :- Consultant Shall Submit Cost Benefits Achievable With The Outcome Of The Implementation Of The Scada/Dms Project In Respect Of The Reduction Of At & C Losses , Reduction In Peak Demand , Reduction In Outages , Benefits Due To Reduction In Distribution Transformer Failure Etc . , ( H ) Consultant Shall Submit Approximate Estimate For Complete Work Proposed In Detailed Report ( Which Shall Include Buildings , Internal Services , External Services , Any

BRR : 10313169 Tender For Construction Of Cbse School Building In Jnpa Township.; Design, Engineering, Procurement, Construction, Finishing, Testing, Commissioning and Handing over for:• Construction of CBSE School Building Campus in JNPA Township including School Building, Gate Complex, ancillary buildings like waste composter room, service staff restrooms, students’ refreshment rooms, outside open kitchen with shade.• Bus Bay, Parking for Auto, parking for 4-wheeler, 2-wheeler, cycle stand, plinth protection, compound wall all around campus & around building and Gates etc. • All Structures shall be earthquake resistant structure including proof checking of structural design from IIT Mumbai/VJTI Mumbai.• Dismantling and demolishing of existing left out structures in foundation and above plinth of existing demolished buildings/boundary wall drains etc. and disposal of materials including all leads and lifts. • Buildings shall be including all civil works with Overhead Tank and underground sump as per the capacity of building including future provisions. • Finishing, external & internal electrical works, roof top solar panel system, external and internal plumbing, water supply and sanitary installations, CCTV, LAN, lifts, fire detection and alarm, firefighting system, landscaping, tree cutting, tree transplanting including transportation, additional tree plantation as per norms and requirements, external development, site levelling like cutting and filling for undulated area, soil retention, roads, CC pavements, and pathway, kerb stones, sewage network connected to STP, filtered water supply, garden irrigation system, separate piping arrangements for treated water, storm water drains, street lightning, rain water harvesting system and associated drainage/channel work required.• Extension of all service lines from source of local bodies/existing facilities to desired place, rising mains, DG Sets, UPS, STP, HVAC works, statutory approval preconstruction, during construction and post construction etc. • All work shall be as per scope of work, Design Basis Report (DBR), Technical Specifications, Tender Drawings and conditions elaborated in this tender document, Maharashtra Schedule of Rates Standards/CPWD standards, GRIHA 2019 Standards, ECBC Guidelines, Harmonized Guidelines & Standards for universal Accessibility in India, CBSE norms etc. latest revisions. • In addition to above, the scope of contractor also includes preparation and submission of basic layout plans for services showing all required MEP, Firefighting services, infrastructure services like water, power LAN etc, and same shall be provisioned in building as per approved drawings. • Please note the water supply, internal & external drainage, power infrastructure, conduits, LAN, Building Management Services is included in scope shall be designed and provided considering all present and future expansion. • Obtaining minimum GRIHA- 3 Star rating is included in the present scope of bidder and no additional cost will be entertained for this. Contractor must strictly adhere to the requirement of GRIHA certification for obtaining minimum GRIHA 3 Star rating. • No additional cost shall be entertained due to separate land parcel for the project inside JNPA Township premises. • The responsibility of Topographical survey, survey, soil investigations, designing, planning, procurement, construction, safety, quality, testing requirements as per standards/codes/GRIHA etc lies with the Contractor.• All necessary approvals from local bodies/CBSE Board/GRIHA and their liasioning work applicable to project and risk of engineering lies with the Contractor. Refer complete bid document for detailed scope of work.

BRR : 4055902 Bids Are Invited For Custom Bid For Services - Inspection Stability Certificat - TENDER FOR “DISH STATUTORY CERTIFICATION (70 NOS.) AT BPCL MUMBAI” SCOPE OF WORK Dish Statutory Certification as per Maharashtra Factory Rules 1963 of Various Structures at BPCL Mumbai Refinery. 1.1. Inspection / Examination of all the Engineering construction structures and other facilities including foundations which are required to be certified as per rules for issuing Stability Certificate. Various units with their type of Engineering Construction / Structures (indicative only) to be analyzed for stability are given below. Sr. No. DESCRIPTION DISH Approved plan 1 Methyl Tertiary Butyl Ether (MTBE) - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 2 C3/C4 Unit at CCU Plant - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.2018 3 Diesel Hydro Desulphurization (DHDS) Complex and associated utilities and offsite facilities.(Comprising of Sulphur recovery unit, Amine treating unit, sour water stripper, Diesel Hydro Desulphurization, Hydrogen generation unit, DG Set extension at SWPH, MRS-III.) - As per plans approved vide letter no. PLN/331/98/VUM/14228/6 dated 25.06.1998 and PLN/353/09/CPP/2228/6 Dated 16.02.2010 4 Lube Oil Base Stock (LOBS) and associated utilities and offsite facilities.Comprising of Substation for P/H-11 at Rd C61x7 junction near ARU, LOBS Tankfarms and LOBS Pump house) - As per plans approved vide letter no. PLN/470/05/PST/61228/6 dated 28.09.2005 5 Gasoline Splitter and associated Utilities - As per plans approved vide letter no. PLN/353/09/CPP/2228/6 dated 16.02.2010 6 Captive Power Plant (CPP) including its cooling tower, Switch house, Pump House, GT Buildings, Control room building, air compressor, Maint building.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 7 Minas (Waste Water Treatment Plant)- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 8 New High Efficiency Boiler No. 1 - As per plans approved vide letter no. PLN/171/2002/VUM/8228/6 dated 13.05.2002 9 New High Efficiency Boiler No. 2 - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 10 New High Efficiency Boiler No. 3 - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 11 New Ware House Complex (North of Tank 209), Comprising of ground plus one floor building, Cement stores, Chemical house, open yard, Scrap yard. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 and PLN/175/2002/VUM/8262 dated 13.05.2002 CRFQ No. 1000421625 Page 2 of 7 12 Weigh Bridge Cabin (For Lorry Loading) - 2 nos. for gross weigh bridge. Comprising of single storied RCC building. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 13 Office Building at Pump House No. 5, Comprising of ground plus two floors of RCC building - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 and PLN/175/2002/VUM/8262 dated 13.05.2002 14 Air Drier Shed Near Boiler Plant -Comprising of structural steel shed housing air drier vessels and compressors. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 15 Security Cabin Near Road No. 20 - Comprising of single storied RCC building. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 16 Substation South of Existing Main Receiving Station - Comprising of ground plus two floors with cellar rooms, panel rooms, compressor rooms, transformer yard etc. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 17 New North Gate Cabin on Anik Nallah -Comprising of ground plus one floor RCC structure. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 18 Product Rail Gantry (PDF Gantry) -Comprising of structural steel structure facilitating product loading facility for railway wagons. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 19 Control Room (7000 T Bombay- High) - (Pump house 1A and its control room, extension of substation 13)Comprising of single storied RCC building housing control panels, locker room etc. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 and PLN/175/2002/VUM/8262 dated 13.05.2002 20 Maintenance Office at CCU -Comprising of ground plus one floor RCC structure.-As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 21 Motorcycle Shed (Admin Bldg.) -RCC motorcycle shed for parking motorcycles and scooters.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 and PLN/175/2002/VUM/8262/6 Dated 13.05.2002 22 Snack Bar at North Gate Comprising of single storied RCC structure. (QRT Building)- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 23 Centralized Control Room at CCU Comprising of ground floor plus two floors RCC building, housing control panels, electrical panels, office rooms, locker rooms etc. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 24 C3/C4 Control Room (LPG) including extension of transformer station 10. Comprising of single storied RCC structure.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 25 Weigh Bridge Cabin Near North Gate (Tare weigh bridge) Comprising of single storied RCC structure.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 26 Time and Pay Office (East Side of North Gate) Comprising of ground plus one floor.-As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 27 Weigh Bridge Cabin at LPG Comprising of single storied RCC structure.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 CRFQ No. 1000421625 Page 3 of 7 28 CPPL Pump House Comprising of structural steel shed with pumps/ motors/ lifting hoist etc.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 29 Switch House/MESS Room/Control Room for CPPL RCC building comprising of ground plus two floors with panel room, control room etc.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 30 Bitumen Filling Gantry Comprising of structural steel shed with pipelines, platforms and loading arms for filling bitumen.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 31 BBU Pump House (North Side) Comprising of structural steel shed with pumps, motors, lifting arrangement etc.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 32 TDU Order Processing (TOPO) Office Comprising of single storied RCC structure. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 33 New Switch House Over Exist. Switch House no. 5 Near Pump House No. 5, Comprising of ground plus two storied RCC structure with panel rooms in ground and second floor.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 34 Fire Fighting Pump House near LPG - Comprising of structural steel shed housing pumps, motors, control room, panel room and battery room. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 35 Pump House No. 1, 7B, 11A Comprising of structural steel shed housing pumps and motors. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 36 Switch House No. 4, 7,7A, 10 Comprising of single storied RCC structures with electrical panels. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 and PLN/175/2002/VUM/8262 dated 13.05.2002 37 Transformer Station No. 1, 8, 7, 11, 12, 13, 15 Comprising of RCC structures with transformer yards.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 and PLN/175/2002/VUM/8262/6 Dated 03.05.2002 38 Storage Tanks & Spheres (Existing Storage Tanks & Spheres from Drg. NO. 7131 & 1446) Vertical structural tanks supported on earthen pad or RCC ring beam foundations.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 and PLN/175/2002/VUM/8262 dated 13.05.2002 39 Substation HVU (Converted from SW/H No. 4A) at Road 14x11 junction. Consisting of ground plus one floor RCC structure.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 40 BBU Control Room Comprising of RCC structure with single floor.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 41 Steam and Water Analyzer Room at Boiler House Comprising of single storied structural shed with brick wall and AC sheet roof. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 42 Pump House no. 5 including extension by 2 Bays towards North comprising of Structural shed of single storied with roof sheets.- As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 CRFQ No. 1000421625 Page 4 of 7 43 Transformer Station 4 including 2 Nos. Blowers with Shed The existing RCC building of ground plus two floors extended by one floor consists of structural shed with AC sheet roof. - As per plans approved vide letter no. PLN/569/98/VKP/33221/6 dated 15.12.1998 44 R.R. Masonry Boundary Wall of Refinery with Chain Link Fencing, Barbed Wire and Grill Wherever Fixed.- As per plans approved vide letter no. PLN/214/55/24806/A dated 02.06.1955 and PLN/175/2002/VUM/8262 dated 13.05.2002 45 Steel Stacks of Heater 20-F-01 of FCCU and RCC Stack of FCCU Co-Boiler -As per plans approved vide letter no. PLN/671/84/VNK/33314 dated 09.11.1984 46 R.R. Masonry / R.C.C. Retaining Walls for Tank Farms - As per plans approved vide letter no. PLN/689/84/VNK/33262 dated 07.11.1984 and PLN/175/2002/VUM/8262 dated 13.05.2002 47 Steel Stacks of 003-F-01 Charge Heater of CCU, Main Stock of CCU Co- Boiler, By pass Stack of CCU CO Boiler - As per plans approved vide letter no. PLN/348/58/25595/A dated 31.04.1958 48 Steel Stacks of HRSG No. 1, 2, 3 - As per plans approved vide letter no. PLN/569/98/VKP/33221 dated 15.12.1998 49 Steel Stacks High Efficiency Boilers No. 1,2,3 - As per plans approved vide letter no. PLN/666/63/55263/A dated 08.08.1963 50 Steel Stacks (Common) of 60-F-101 & 60-F-102 of ARU and 80-F-320 Heater Stack - As per plans approved vide letter no. PLN/689/84/VNK/33262 dated 07.11.1984 51 Mounded LPG /Propylene Bullets facilities & its pump house, Control room at P/H-5, C3-C4 control room, C3-C4 Substation, - As per plans approved vide letter no PLN/293/2000/MNG/19656/6 Dated 18.10.2000 52 LPG Bottling plant, LPG Filling Shed, LPG Testing building, Compressor Shed, LPG Lorry Loading Gantry, LPG Lorry Weigh Bridge Cabin, worker facilities like canteen/locker room, Foremans office block, Carousel 1, 2, 3 facilities.- As per plans approved vide letter no PLN/173/2002/VUM/8261/6 dated 13.05.2002 53 Transformer Station 6 - As per plans approved vide letter no.PLN/181/99/VKP/5178/6 dated 01.03.1999 54 MMBPL Control room, switch house, & its pump house - As per plans approved vide letter no. PLN/225/98/VKP/33229/6 Dated 15.12.1998 55 New fire station (near admin) - As per plans approved vide letter no. PLN/353/09/CPP/2228/6 Dated 16.02.2010 56 Biogas plant - As per plans approved vide letter no. PLN/171/2002/VUM/8228/6 dated 13.05.2002 57 BBU Plant including all Pump Houses in BBU Plant, Reactor Structure, Switch House, BCU Structure, Control Room and other associated facilities at BBU Plant.- As per plans approved vide letter no. PLN/167/2002/VUM/8259/6 Dated 13.05.2002 58 Pump House 4 - As per plans approved vide letter no PLN/331/98/VUM/14228/6 Dated 25.06.1998 59 White Oil Gantry & Black Oil Gantry - As per plans approved vide letter no PLN/175/2002/VUM/8262 dated 13.05.2002 60 ONGC Metering Station - As per plans approved vide letter no PLN/175/2002/VUM/8262 dated 13.05.2002 CRFQ No. 1000421625 Page 5 of 7 61 Pump House 6 - As per plans approved vide letter no PLN/175/2002/VUM/8262 dated 13.05.2002 62 Slops Pump house & Tanks - As per plans approved vide letter no PLN/175/2002/VUM/8262 dated 13.05.2002 63 Motor Cycle shed in front of Main Canteen and Scooter Parking shed at North Gate - As per plans approved vide letter no PLN/175/2002/VUM/8262 dated 13.05.2002 64 Bitumen filling office building at Road A51*A32 (Civil Shop) - As per plans approved vide letter no PLN/175/2002/VUM/8262 dated 13.05.2002 65 MRS-I, MRS-II, MRS-III Building, Transformer Station 2 -As per plans approved vide letter no PLN/175/2002/VUM/8262 dated 13.05.2002 66 AMS Building at SWPH - As per plans approved vide letter no PLN/175/2002/VUM/8262 dated 13.05.2002 67 Contractor Yard at Road 16 - As per plans approved vide letter no PLN/175/2002/VUM/8262 dated 13.05.2002 68 Stack Monitoring station at ARU & CPP - As per plans approved vide letter no PLN/175/2002/VUM/8262 dated 13.05.2002 69 BVRU Plant and its MCC building - As per plans approved vide letter no PLN/175/2002/VUM/8262 dated 13.05.2002 70 LPG fire vehicle parking shed - As per plans approved vide letter no PLN/175/2002/VUM/8262 dated 13.05.2002 NOTE: All the Units/Areas as mentioned above, consists of Heaters, Heat Exchangers, Coolers, Vessels, Tanks, Heavy / Medium Duty Process Motors, Pumps, Pipe Lines, RCC Structures, Steel Structures for Pump House, Control Rooms, Compressors, Cooling towers etc. 1.2 Detailed scope of work: 1.3.1. Carry out followings tests on Concrete for assessing quality and condition of concrete. These tests are inclusive of spot preparation required for the tests (A) Non-Destructive Test of Concrete as per IS: 13311 (Part 1): 1992: Ultrasonic Pulse Velocity for checking homogeneity of the concrete. (Minimum Nos. of tests to be carried out - 500 Nos.) (B) Non-Destructive Test of Concrete as per IS: 13311 (Part 2): 1992: Rebound Hammer for assessing the likely compressive strength of concrete. (Minimum Nos. of tests to be carried out - 500 Nos.) No separate payment will be made for carrying out these tests. 1.3.2. Carry out visual inspection of all the RCC/Steel structures available under the abovementioned DISH approved plan. CRFQ No. 1000421625 Page 6 of 7 1.3.3. Submit detailed report on health and stability of the engineering construction / structures based on visual Inspection and NDT results along with recommendations. 1.3.4. Prepare and submit two copies of Stability Certificates for the engineering constructions / structures in Form 1A issued by competent person as per the Rule 3A of Maharashtra Factories Rules 1963. 1.3.5. Submit one copy of stability certificates to the Office of Director of Industrial Health and Safety (DISH) for their information and one copy to BPCL along with soft copy for records. 1.3.6. Submit all clarifications, explanations etc. that may be required by Factory Inspector regarding the stability / analysis of engineering constructions / structures. Also, attend to all queries from the department of Industrial Safety & Health during validity of the certificate at no additional cost. 1.3.7. Arrange site visits as required by the Factory Inspectors, including arrangement of transport facilities for their visits and all other facilities the DISH officials may require. 1.3.8. All liasioning activities with the office of DISH and or any other Govt. Department Offices. 2.0 TERMS AND CONDITIONS: 2.1. Necessary documents / drawings of Engineering Construction / Structures, equipments and building to the extent available shall be provided to you by BPCL for conducting your analysis for completion of the work as per scope of work. Except for the above, supply of all materials, equipments, transport, labor, supervision etc. that may be required by you for completion of the work shall be in your scope. 2.2. All the drawing and documents that may be handed over to you during your analysis shall remain the property of BPCL. You shall return all such drawings / documents to BPCL after completion of work. 2.3. Consultants shall make good any damage to our facilities that may be caused by you while conducting test / investigation due to any faulty and / or incompetent handling. 2.4. Consultants shall abide by the safety regulations of the Refinery and existing entry/exit regulations. 2.5. Consultants shall assume all responsibilities for the safety and protection of our men and material while on work. 2.6. Consultants must understand and follow all rules and regulations pertaining to entry in BPCL for your Engineers, Supervisors, and Employees. CRFQ No. 1000421625 Page 7 of 7 2.7. Consultants shall note that all NDT instruments shall be intrinsically safe. 2.8. Consultants shall be required to depute qualified Engineer, supervisor/ supervisors during testing activities at site to look after the job, coordinate with BPCL Engineer, and ensure fulfilment of safety conditions. 2.9. Consultants shall arrange from their side all necessary manpower, tools, and tackles, for carrying out the field activities including preparation of the surface under study by cleaning, removal of rust, paint etc. 2.10. Consultants shall be required to take necessary gate passes from BPCL adhering to BPCL gate pass procedure. 3.0 SCOPE OF SUPPLY 3.1 BY BPCL 3.1.1 Drawings (Subjected to availability) 3.2 BY CONTRACTOR 3.2.1 All equipment, manpower, protective clothing, and safety gears. 3.2.2 Any other item essential to carry out a Structural Stability Audit job, but not explicitly mentioned in BPCLs scope of supply. 4.0. COMPLETION PERIOD: Two Months from the date of award of purchase Order. Total Quantity :

BRR : 1988847 Consultancy Services And Preparation Of Detailed Project Report For Creation Of Integrated Material Handling Facility Imhf At Naval Dockyard Mumbai , Schedule A ( List Of Items And Works ) , Providing Consultancy Services For Preparation Of Detailed Project Report ( Dpr ) For The Proposed Creation Of Integrated Material Handling Facility ( Imhf ) At Nd ( Mb ) To Be Set Up In New Building Of G+7 , With Basement Floor Including Internal Service And Demolition Of Existing Temporary Structures , Preparing The Dpr Based On The Site Assessment , Technical And Financial And Environment Aspects Consisting Of Preparation Of Preliminary And Final Architectural Drawings , Structural Design With Detailed Drawings , Proof Checking , Vetting & Approval By Iit / Nit Authorities , Schedule Of Finishes , Draft Costed Schedules , Typical Drawings , Foundation Details , Design Calculations , Complete Bill Of Quantities With Rate Analysis , Quotations For Each Item , Stage Wise Yardstick And Other Works As Detailed In Succeeding Pages Complete All As Specified And As Directed . , Following Shall Be Considered During Preparation Of Dpr :- ( I ) Lighting : All Light Fittings Shall Be Led With Latest Specification To Optimise The Power Consumption Drastically . ( Ii ) Griha/Leed Specification : The Building Shall Be Designed In Accordance With Griha/Leed Specifications And Certification Obtained Accordingly To Ensure Least Environmental Impact And Optimum Utilisation Of Electricity As Well As To Stay In Consonance With Green Building Concept Which Includes Incorporation Of Office Energy Saving Devices Including Sensors Or Latest Available Affordable Technology . ( Iii ) Bim , Walk Through Model And Physical Model : To Submit Integrated Project Execution Schedule For The Work , Cpm Chart Showing Various Activities In The Work , Project Execution Schedule On Pert , A Physical Model At A Scale Of 1:50 And Creation Of 4D Sequence Planning And Integration Of Bim & Fm For Efficient Project Management & Monitoring And All These Shall Be Part Of The Consultancy Report . , I . Internal Services To The Building Shall Include For Following : ( A ) Submission Of Details Of Internal Services Such As Internal Electrification With Fittings And Fixtures Duly Marked On Architectural Drawings , Circuit Diagrams , Schematic Diagrams And Drawings For Plumbing , Internal Water Supply For The Building In Rcc Framed Structure Duly Adopted With Relevant Is / Bldg Code As Per Detailed Scope Along With Schedules Based On Ssr Rates/ Market Rates Duly Scrutinized By Plg And Wks Section All As Specified . ( B ) Feasibility Of Providing Rainwater Harvesting System And Necessary Arrangements For Rainwater Harvesting Shall Be Considered While Planning And Designing The Structure Of Building , Requirement Of Rain Water Trap/Drains , Leading Line To Soak Pits/ Well To Be Incorporated In The Infrastructure Which Is Proposed For Construction And The Complete Layout Plan And Drawing Showing Location Which Shall Be Prepared As Per Norms . ( C ) Consultancy Report Shall Also Include The Proposal For Provision Of Concealed Conduits For Telephone Sockets/ Lan Points/ Cctv/ Envisaged Services Alongwith Fittings/ Cables/ Ofc In Consultation With The User . , Notes : ( I ) The Consultant Shall Submit The Draft Costed Schedules For External Services ( Which Includes Electric Supply , Water Supply , Sewage Disposal , Fire Hydrant System , Etc . ) Based On Ssr Rates/ Market Rates Along With Supporting Quotations / Manufacturer Pricelist For Issue Of Ts Duly Scrutinized By Plg And Wks Section And The Detailed Specifications Of Individual Items Shall Be Provided By The Consultant All As Desired By Plg And Wks Section For Preparing The Dcs . ( Ii ) Boq And Stage Wise Yardstick On The Format Given By Contract Section Shall Be Submitted To The Contract Section For Approval . ( Iii ) To Submit Integrated Project Execution Schedule For The Work , Cpm Chart Showing Various Activities In The Work , Project Execution Schedule To Be On Pert And Creation Of 4 D Sequence Planning . , ( Iv ) Consultant Shall Submit Approximate Estimate ( Ae Part I & Ii ) As Per Proforma Given In Defence Works Procedure ( Dwp ) For Complete Work Proposed In Dpr ( Which Include Building , External Services , Any Other Specialized Work ) Duly Priced On Ssr/Ed Rates And Shall Be Approved By Plg And Wks Section . ( V ) Consultant Shall Submit Draft Costed Schedules For The Above Work Based On Actual Market Rates/ Ssr Rate In Consultation With Ge Alongwith Rate Analysis Duly Supported With Quotation/ Price List For The Items Which Are Not Available On Ssr Rates For Issue Of Ts & Submit Alongwith Dpr After Getting It Approved By Plg And Wks Section And Shall Also Give Specification Of Items In Detail As Per Standard Norms All As Directed By Plg And Wks Section . ( Vi ) Any Clarification Related To Methodology/ Works Suggested , If Required During Execution Stage Shall Be Given By The Consultant As And When Required . Any Changes In Design Due To Site Requirement During Execution Of Work Which Were Not Foreseen/ Suggested By The Consultant Or Wrongly Provided In The Drawing Shall Be Carried Out At No Extra Cost . , Ii . Brief Scope Of The Work Shall Be As Follows :- ( A ) Preparation Of Site Plan Incorporating Changes As Per Client Feedback . ( B ) Conducting Detailed Engineering Survey For Collecting All The Data Required For Design And Implementation Of Other Allied Works Including Conducting Soil Investigation As Per Is Norms And Technical Investigation For Ground Water For Planning/ Design Of The Basement Floor 6 . 00 M Below The Gl . ( C ) Conducting Gpr Survey To A Depth Of 7 . 5 Metres In Basement Area And 3 Metres For Other Areas Planned For External Services To Identify And Mapping Existing Under Ground Services . ( D ) Preparation Of Preliminary Architectural Drawings And Structural Drawings For The Proposed Building . ( E ) Drawings Shall Be Submitted As Per The Standard Format Adopted In Mes . , Iii . Brief Details Of Proposed Building Shall Be As Follows:- ( A ) The Size Of The Building Proposed Is 52M X 36M X 56 . 3M . A Mandatory Requirement Of 5M Space Between The Rear Side And The Existing Boundary Walls And Sides Of The Building And The Existing Boundary Wall Shall Be Catered As Per Nbc Norms . The Building Proposed Shall Be Deemed Considering That The Ground Floor Has The Provision Of Cranes , 1St , 2Nd And 3Rd Floors Would Be Undertaken For Storage Of Other Material Based On Their Types And The Mhes Repair Workshop At The Basement Floor . ( B ) The Rest Three Floors Would Have Storage Of Light Materials , Records/ Files/ Documents , Offices , Server Rooms And Other Facilities/ Services . ( C ) The Proposed Floor Heights Shall Be As Given Below:- , ( I ) A Height Of 6 M In Basement For Ensuring Movement Of Heavy Vehicles . ( Ii ) Ground Floor/ Ceiling At A Height Of About 15M To Ensure A Clear Crane Hook Height Of 11M . The Mezzanine Floor In The Front Part Of The Building/ Ground Floor Within A Part Of This Area Shall Be Proposed To Be Of 7M Height . ( Iii ) Height Of 6 . 5M Each For The 1St , 2Nd And 3Rd Floors To Cater For Heavy Duty Racking System , Storage Systems/ Racks And Shelves , Store For Acid , Ber Items And Aerosol , Central Ac Plant And Facilitate Movement Of The Lifting Arms Of Mhes . ( Iv ) The 4Th Floor Ceiling Shall Be Proposed To Be Of 5M Height To Cater For Heavy Duty Racking System . ( V ) Height For 5Th , 6Th & 7Th Floors Shall Be Proposed At 3 . 6M Each . , ( Vi ) The Entire Building Shall Be Planned And Designed On The Basis Of Green Building Concept And The Facility Is Proposed To Have Silver Certification From Igbc For Industrial Build