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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 CrAccepted-AOC 601 602 6TH FLOOR AAMRAKUNJ AVIS NEAR TAPOVAN CIRCLE CHANDKHEDA AHMEDABAD 382424 GUJARAT | AHMEDABAD | AHMEDABAD | GUJARAT | 382424 | ₹24.3 Cr | L1 | Accepted-AOC Accepted-Financially |
| 2 | L2₹25.3 CrRejected-AOC | ₹25.3 Cr | L2 | Rejected-AOC NOT Accepted-Financially |
| 3 | Rejected-Technical | - | - | Rejected-Technical NOT RECOMMENDED |
| 4 | Rejected-Technical | - | - | Rejected-Technical NOT RECOMMENDED |
Updated dates
Tender Value
₹23.2 Cr
EMD Value
₹24.4 L
Closing Date
9 Feb 2026, 4:00 pmClosed
General Manager (Commercial)
Bridge and Roof Co. (India) Ltd Kankaria Centre (4TH/5th Floor) 2/1 Russel Street Kolkata 700 071
Mechanical Works including Piping, Equipment Erection, Painting, etc. on Sub-contract basis, in connection with Composite Tender for COT, Vadinar for Bina Petchem and Refinery Expansion Project (BPREP) of of M/s BPCL
2025_BandR_890027_1
BANDR/HO/71170/MECH. WORK/NIT/ SC/01
Open Tender
Miscellaneous Works
300 days
Bina Petchem and Refinery Expansion Project BPCL
ALL TECHNICAL SPECIFICATIONS LINK IS on Page 134 of Tender Document
10 documents required · 10 mandatory
₹29,500
Bridge and Roof Co.India Ltd
₹24.4 L
31 Mar 2026
16 Dec 2025
10 Feb 2026
16 Dec 2025
9 Feb 2026
18 Dec 2025
PIPING-OFFSITES
MODIFICATION AND EXTRA WORKS ( IF ANY ) Cuting,bevelling,fitup,welding of different sizes of CS piping of all thicknesses in shop ,in position, on ground and at all elevations, transportation of pipes,fittings,flanges etc. from owner's storage point to work site/workshop,making necessary scaffolding,consumables,machinery,tools,tackles,labour and supervision including attending to repairs for completing the work as per instructions of Engineer -in -charge
CARBON STEEL PIPING (NON IBR); THK. <= 10MM
FABRICATION (BUTT WELD- MANUAL)
NB UPTO 1.5 INCH
NB 2 INCH - 6 INCH
NB 8 INCH - 14 INCH
NB 16 INCH - 24 INCH
NB 26 INCH - 36 INCH
FABRICATION (FILLET WELD)
NB UPTO 1.5 INCH
NB 2 INCH - 6 INCH
NB 8 INCH - 14 INCH
NB 16 INCH - 24 INCH
ERECTION (OTHER THAN SPOOL)
NB UPTO 1.5 INCH
NB 2 INCH - 6 INCH
NB 8 INCH - 14 INCH
NB 16 INCH - 24 INCH
NB 26 INCH - 36 INCH
CARBON STEEL PIPING (NON IBR); THK. > 10MM AND <= 20MM
FABRICATION (BUTT WELD- MANUAL)
NB 38 INCH - 48 INCH
ERECTION (OTHER THAN SPOOL)
NB 38 INCH - 48 INCH
PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY CONTRACTOR) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles, hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides, special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply and application one coat of primer, all necessary equipments, consumables, labour, and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; and adjustment/ alignment during precommisioning, commisioning as per the instruc
FLANGED/WAFER VALVES INCLUDING MOV (UPTO 600#)
NB 2.000 INCHES
NB 4.000 INCHES
NB 6.000 INCHES
NB 8.000 INCHES
NB 10.000 INCHES
NB 12.000 INCHES
NB 14.000 INCHES
NB 18.000 INCHES
NB 20.000 INCHES
NB 24.000 INCHES
NB 36.000 INCHES
NB 48.000 INCHES
RADIOGRAPHY :- Performance of radiographic inspection on piping of all types and thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractors fault and for additional radiography necessitated due to poor performance of contractors welders shall be done at contractors cost) Note: Unit for radiography quantity is Nos of circumferencial weld joints.
C.S REINFORCING PADS
NB 2.000 INCHES
NB 4.000 INCHES
NB 6.000 INCHES
NB 8.000 INCHES
NB 18.000 INCHES
NB 20.000 INCHES
NB 36.000 INCHES
FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION)
NB 0.750 INCHES
NB 1.000 INCHES
NB 1.500 INCHES
NB 2.000 INCHES
NB 4.000 INCHES
NB 6.000 INCHES
NB 18.000 INCHES
FOR JOINTS ABOVE THK. 8MM
NB 8.000 INCHES
NB 10.000 INCHES
NB 12.000 INCHES
NB 14.000 INCHES
NB 18.000 INCHES
NB 20.000 INCHES
NB 24.000 INCHES
NB 36.000 INCHES
NB 48.000 INCHES
Safety Engineer
HSE Engineer
DUMMY PIPE SUPPORTS FOR C.S (OWNER SUPPLIED)
Safety Supervisor
DUMMY PIPE SUPPORTS FOR C.S (CONTRACTOR SUPPLIED)
tions of Engineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item.
NB 4.000 INCHES
NB 6.000 INCHES
NB 8.000 INCHES
NB 10.000 INCHES
NB 12.000 INCHES
NB 14.000 INCHES
NB 18.000 INCHES
DYE PENETRATION/MAGNETIC PARTICLE TEST :- Performance of magnetic particle/ dye penetrant test including supply of all necessary materials, equipment and labour for carrying out the work as per specification and directions of Engineer-in-Charge.
FLAME CUTTING C.S PIPING IBR/NON IBR
HACKSAW CUTTING C.S PIPING IBR/NON IBR
BEVELLING C.S PIPING IBR/NON IBR
FITUP & WELDING C.S PIPING IBR/NON IBR
PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY OWNER) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles, hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides, special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply and application one coat of primer, all necessary equipments, consumables, labour, returning surplus materials and scrap etc to owners storage points and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; and adjustment/ alignment during precommisioning, commisioning as per the instructions of Engineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item.
C.S/A.S PIPING
REINFORCING PADS FOR PIPES :- Fabrication of reinforcing pads for pipe connection wherever required (from pipes only supplied by the Owner) and erection, fitup, welding and testing (including DP/MP) if required of the same and performing Positive Material Identification(PMI) using alloy analysers as per the specifications, drawings and instructions of the Engineer-in-Charge. Note: Sizes mentioned for Reinforcing Pads are for branch pipe
HOOK-UPS WITHOUT HOT TAPPING
HOOK-UP SIZES NB UPTO 1.5 INCHES
HOOK-UP SIZES NB 2 INCHES
HOOK-UP SIZES NB 4 INCHES
HOOK-UP SIZES NB 16 INCHES
HOOK-UP SIZES NB 18 INCHES
HOOK-UP SIZES NB 20 INCHES
HOOK-UP SIZES NB 24 INCHES
HOOK-UP SIZES NB 36 INCHES
HOOK-UP SIZES NB 48 INCHES
VALVES :- Transportation of all types of valves (Including special valves and motor operated valves) from Owners storage points to contractors stores/worksite and installation of valves for all rating including assembly of valves accessories like air bottles etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. Note : For PRDS, PSVs, TSVs, Control valves, On-Off/Shutdown valves and Self actuating valves all details and rates shall be as per Instrumentation SOR.
Pipe size 48" X A1A
Pipe size 36" X A1A
Pipe size 24" X A1A
Pipe size 20" X A1A
Pipe size 18" X A1A
Supply and installation of valves
STRESS RELIEVING :- Carrying out stress relieving of weld joints, including all types of attachment welds (corrosion pads, protection shields, supports, etc.), as applicable, on all types of piping as called for on shop/site fabricated already erected system including supply of all materials, consumables recording devices, insulation materials, instruments etc., providing all normal and special equipment and gadgets, skilled/unskilled labour, specialist, supervisory staff and completing the work in all respects as per specifications and instructions of Engineer-in-Charge. Repeat performance due to defective stress relieving or any other account shall be on Contractors cost. Payment shall be done only after submission and approval of charts. Stress relieving shall be followed by measurement of hardness and no separate payment shall be made for this. Note: Unit for stress relieving quantity is (Nos of circumferential weld joints)
Ball valve Dia . 10 Inch Piping Material Class A94A.
MODIFICATION/EXTRA WORKS (IF ANY) :- Cutting, bevelling, fitup, welding of different sizes of CS/AS/SS/Higher Alloy piping of all types and thicknessess in shop, in position, on ground/overhead on rack and at all elevations; transportation of pipes, fittings, flanges etc from owners storage point to work site/ work shop, making necessary scaffoldings, consumables, machinery, tools, tackles, labour and supervision including attending repairs for completing the work as per the instruction of Engineer-in-charge.
PAINTING OF UNINSULATED SURFACES FOR HIGHLY CORROSIVE ENVIRONMENT AS PER EIL SPEC B957-000-06-42-PLS-01
DESIGN TEMP GROUP: -14 TO 80 (DEG C)PAINTING OF UNINSULATED SURFACES AS PER TABLE-06 OF JOB SPECIFICATION FOR PAINTING " B957-000-06-42-PLS-01".
PIPES
NB: .75 Inches
NB: 1 Inches
NB: 1.5 Inches
NB: 2 Inches
NB: 4 Inches
NB: 6 Inches
NB: 8 Inches
NB: 10 Inches
NB: 12 Inches
NB: 14 Inches
NB: 16 Inches
NB: 18 Inches
NB: 20 Inches
NB: 24 Inches
NB: 36 Inches
NB: 48 Inches
VALVES
NB: 2 Inches
NB: 4 Inches
NB: 6 Inches
NB: 8 Inches
NB: 10 Inches
NB: 12 Inches
NB: 14 Inches
NB: 18 Inches
NB: 20 Inches
NB: 24 Inches
NB: 36 Inches
NB: 48 Inches
EQUIPMENT - ROTATING
REMOVAL ERECTED PIPING(ABOVE GROUND) :- Removal of piping existing/ erected including SW valves for modification as required as per Drawings/P and IDs/instructions of Engineer-in-charge at all elevations, including providing assistance to owner for draining, cleaning and purging of the lines to be removed , unbolting of flanged joints /cutting of pipe lines wherever required, installation of flanges and blind flanges, removal of insulation from insulated lines, removing supports, steam tracers, all fittings and flanges, instruments etc, cutting of pipes in appropriate length for transporting purposes, cleaning, flushing, drying and transporting all materials to storage point(within the complex battery limits) designated by Owner/EIL including stacking of material and disposing of waste etc as instructed by Engineer-in-charge.
Pump Packages (all types) with drivers, auxiliaries and accessories.
All Types of Pumps (Electric Motor Driven) along with driver, auxiliaries and accessories (Single Skid).
Revamp of Centrifugal Pumps
Revamping of existing pumps which includes change of impeller, replaceable parts etc. as per the modification and replacement plan by the pump OEM. Assembly of sub-assemblies, placing revamped pumps on existing foundation, erection of interconnecting piping, leveling, aligning, and providing manpower for testing of job in all respect as per the modification and replacement plan by OEM. For detailed scope of work supply, refer Doc. No. B933-003-80-42-SOW-9501 attached along with the Tender.
STRUCTURAL STEEL WORKS SPEC NO. 6-68-0006
General Steel Works - FIM Items
Dismantling, modification & re-erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS ALREADY ERECTED BY OTHERS at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, repair of damaged portion of primer as per Sl No 3.1 of Table 3 of Standard Specification for Surface Preparation and Protective Coating Document No. 6-79-0020 (or as per Job Specification, wherever applicable), grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. SUPPLY OF ALL OTHER MATERIAL (OTHER THAN ALREADY ERECTED STRUCTURAL STEEL) IN CONTRACTOR'S SCOPE.
General Steel Works - Non FIM Items
Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250BR / E250B0 (confirming to IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer(1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6 @ 40 micron DFT), as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.
Supplying, Fabricating at CONTRACTOR's shop outside the plant boundary, transporting fabricated items to site, unloading, storing, erecting in position and testing/ examining , bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250BR / E250B0 (conforming to IS:2062 at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer(1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6 @ 40 micron DFT) , as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.
Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6 @ 40 micron DFT), as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.
Supplying, Fabricating at CONTRACTOR's shop outside the plant boundary, transporting fabricated items to site, unloading, storing, erecting in position and testing/ examining , bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062 at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL
including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6 @ 40 micron DFT), as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc.. all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.
Painting - Non FIM Items
Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 6.2 of Table 6 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the coat of shop primer already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 3.1 of Table 3 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable), for steel structures (excluding hand rails) at all location & levels, all complete as specified, in OFFISTE (COASTAL) areas as well as UNIT (INLAND & COASTAL) areas. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on Structural steel weight).
Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 4.1 of Table 4.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) for painting(including primer) over the galvanisation already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of galvanisation (as per notes of table 4 of EIL specification no. 6-79-0020 or as per Job Specification, wherever applicable), for HAND RAILS at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on weight of steel).
Supplying and applying COATING (Post erection/Field) of approved quality and shade as per Sl. no. 6.2 of Table 6 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the damaged area requiring repair/rectification, including storage, surface preparation as per ST.2, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc., for all steel structures (excluding handrails) at all location & levels all complete as specified, in OFFISTE (COASTAL) areas as well as UNIT (INLAND & COASTAL) areas. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on surface area in Sqm)
Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. no. 4.1 of Table 4 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the damaged area requiring repair/rectification, including storage, surface preparation as per ST.2, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. for HANDRAIL at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on surface area in Sqm)
Barricading Structure - Non FIM Item
Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS FOR BARRICADING, of Grade E250A / E250BR / E250B0 (conforming to IS:2062) and/ or CFSHS/ CFRHS of Grade YSt 310 (conforming to IS:4923) and/ or CFCHS of Grade YSt 310 (conforming to IS:1161) at all locations and levels, including all built-up sections/ compound/ hollow/ tubular sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks for isolating the construction area, cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Non-shrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting and applying pre-erection/ shop primer as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., AND maintaining the structure during project execution AND dismantling, removing & taking away all materials outside the plant boundary after completion of the project, to the complete satisfaction of Engineer-in-charge all complete as per the direction of Engineer-in-Charge. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.
STRUCTURAL STEEL WORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6-68-0007)
Yst 355 IS 4923
Supplying, transporting, storing, fabricating, erecting in position & testing/examining at all locations and levels, bolted and/or welded STRUCTURAL STEEL WORKS of all types using "COLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS conforming to IS: 4923, Grade Yst-355 of approved make" in all type of trusses, purlins, girders, side rails, columns, runners, beams, ties, portals, framework, bracing, brackets, sag rods etc. including all handling straightening/bending if required, cutting to required size & shape, edge preparation, welding & bolting of joints, providing and fixing end caps and plugging holes, fixing in line and level with necessary temporary staging and removal of the same after erection, grouting with Ordinary/ premix free flow Non-Shrink Grout as specified, preparation and submission of detailed fabrication drawings, preparing the exposed surfaces for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT and 1 coat of P-6 @ 40 micron DFT), as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS INCLUDING PLATES IN CONTRACTOR'S SCOPE).
MS Chequered Plates - Non FIM Items
Supplying, fabricating and erecting in position at all levels and locations bolted, screwed and/or welded M.S. CHEQUERED PLATES of any thickness in walkways, platforms, stair treads, any other place as directed etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting and applying shop primer as per EIL Specification No. 6-79-0020 (or Job Specification, wherever applicable) after fabrication etc. all complete as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).
MS Grating Cat. A,B - Non FIM Items
Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) and EIL Standard No. 7-65-0206 (in catch basins, drains, etc.) including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing with manufacturer's supplied galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE
Making openings in galvanized grating for pipes / ducts etc., at all levels and at at all locations by cutting the existing grating and providing 50x6 galvanised flat as toe protection for the openings by welding and application of galvanized paint as per EIL Standard No. 7-68-0697, all complete. Payment shall be made as per number of openings.
Hand Railing 1000mm - Non FIM Items
Supplying, fabricating and fixing in position at all locations 1000mm high INCLINED HAND RAILING (for staircases) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising as per Sl. No. 4.1 of Table 4 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable) , preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).
Supplying, fabricating and fixing in position at all locations 1000mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising as per Sl. No. 4.1 of Table 4 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).
Hand Railing 500mm - Non FIM Items
Supplying, fabricating and fixing in position at all locations 500mm HIGH INCLINED HAND RAILING (for stair cases) consisting of top rail & vertical posts (maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, surface preparation, hot-dip galvanising as per Sl. No. 4.1 of Table 4 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).
Supplying, fabricating and fixing in position at all locations 500mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising as per Sl. No. 4.1 of Table 4 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable) , preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).
Steelwork - Non FIM Items
Dismantling bolted/rivetted/welded STRUCTURAL STEEL WORK of all descriptions (taking all necessary safety precautions), including supply of all tools and tackles, consumables, necessary scaffolding etc., providing temporary bracings as required, cutting (by flame or saw) gusset plates, bolts, nuts, weldings etc., transporting and stacking of the serviceable materials, cleaning the site of work of all unserviceable materials for disposal to spoil heaps anywhere within the plant boundary, all complete at all depths and heights, as specified and directed.
SAFETY (REFER EIL SPECIFICATION)
Safety Structures - Non FIM Items
GENERAL CIVIL
Supply and installation of valves
Providing and fixing double scaffolding system of any height made with 40 mm dia MS tube 1.5 m centre to centre, horizontal & vertical tubes joining with MS tubes, MS tube challies, MS clamps and MS staircase system in the scaffolding for working platform/ staircase etc., and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc., wherever required for inspection of work at required locations with essential safety features for the workmen etc., all complete as per directions and approval of Engineer-in-charge. (Height shall be measured from Floor/ platform from where scaffolding is erected) including providing Aluminium ladders for safe acess of workers.
Providing of steel scaffold stair tower system with minimum 800 mm wide flights, landings at every 1.5 to 2.0 m height, handrailing around flights and landings for safe access upto a height of 12.0 m, all complete including supply of all materials, tools & tackles, manpower etc., at the location directed by Engineer-in-Charge on monthly rental basis. Rental charges shall be payable after completion of erection of the system and acceptance by the Engineer-in-Charge. Rates shall also be inclusive of dismantling of the system and taking out all materials from the project permises as directed by the Engineer-in-Charge. Rate quoted shall be for Running Meter (Height) per month.
Supply and installation of flanged valves as per piping material specification including supply of matching flanges, gaskets, nuts, bolts, washers etc. , transporting to work site , fixing / erecting in position as per drawing, specification etc. all complete as per directions of Engineer-in-charge.
Gate valve for following nominal sizes and piping material class
Dia . 2 Inch Piping Material Class J2A
Hook up connections with existing lines (Non-IBR): The contractor's scope for hook up connections with existing lines as per process requirements/indicative sketches of hook ups/piping GADs in the existing refinery areas shall include transportation of piping materials & all other materials from storage point to worksite/shop. Contractor shall verify the hookup sketch prior to fabrication & erection & make them to suit at site. no variation on time & cost towards this activity will be considered. consumables including support materials, fabrication of plain & threaded nipples from pipes, stub in connection with or without reinforcement as per piping material specification, casting of concrete pedestals and fabrication & erection of small structures for pipe supports & valve operation/attending instruments etc., including supply of necessary materials, providing support for new piping, modified piping, change of existing support / additional support in existing piping as indicated in the Drawings or as required by the Engineer in charge. Contractor shall confirm available thickness of existing pipe prior to the execution of hook-up, and also at various stages as and when required. Statutory approval of piping wherever required, supporting, removal of insulation, removal of painting with wire brush, cleaning of the spot of hot tapping, fabrication including cutting, edge preparation(inclusive of grinding the edges of pipe,fittings, flanges etc. to match the mating edges of uneven/different thickness wherever required), fit-up, preheating wherever required, welding, stress relieving wherever required, laying, erection, cleaning & flushing by water/compressed air, non-destructive testing, positive material identification, hydrostatic test, pneumatic test or any other type of test as specified, draining, drying by compressed air, bolt torqueing, flushing (including steam flushing), complete in all respects at all elevations, of all piping required for successful erection, testing & precommissioning, commissioning, providing all normal & special equipment & gadgets, skilled /unskilled labour, specialists, supervisory staff, operation & maintenance of plant as per the standards, specification, approved drawings, and provision of local barricading at hot work permit area at all levels and elevations as per all safety measures, fire fighting arrangements & instructions of Engineer-in-charge. This is to be read in conjunction with "Scope of Work Piping". Rates for each Hook up point shall be inclusive of 100% radiography in case of all butt welded joint & 100% DP/MP test in case of all fillet welded joints. Sourcing of materials for hook-ups at various stages of shutdown based on site data / information and checking for Hook-ups feasibility, removing & restoration of insulation if hook ups are executed on existing line. Hot work with mechanized cold cutting in main header of 48" along with mud plugging & restoration shall be the contractor scope.
Dia . 6 Inch Piping Material Class J2A
Modification Works
Flame cutting CS piping
Hacksaw cutting CS piping
Beveling CS piping
Fit-up and welding CS piping
Removal and re-installation of fire hydrant
Removal and re-installation of firefighting equipment (Fire Hydrant), including isolation valve and transporting the equipment, valve, flanges from removal point to work spot, and fixing of nuts, bolts, washers, gaskets as needed for fixing the equipment with matching flange etc. complete, including plugging the existing branch with blind flange as per specification, drawings and directions of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material)
Removal and re-installation of fire monitor
Removal and re-installation of firefighting equipment (Fire Monitor), including isolation valve and transporting the equipment, valve, flanges from removal point to work spot, and fixing of nuts, bolts, washers, gaskets as needed for fixing the equipment with matching flange etc. complete, including plugging the existing branch with blind flange as per specification, drawings and directions of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material).
Removal and re-installation of Deluge valve
Removal and re-installation of firefighting equipment (Deluge valve skid), including removal of DV skid along with isolation valve (including plugging the existing branch with blind flange as per specification, drawings and directions of Engineer-in-charge) and transporting the equipment, valve, flanges from removal point to work spot, Installation, erection, testing and commissioning of deluge valve assembly Skid actuated through wet detection/ air detection system including placing the skid at the designated location and fixing with anchoring bolts, connecting the water inlet and system piping, connectin
g detection network piping, fittings etc. complete for deluge valve skid assembly as per specification, drawings and directions of Engineer-in-Charge.
NDT Testing
EVACUATION & INERTIZATION OF EXISTING PIPING Evacuation & inertization of existing piping system and all associated facilities including but not limited to the following: System Checks for ensuring positive isolation of sections to be decommissioned in a phased manner as defined in scope of work or decommissioning procedure, Review of status jointly with the Owner / Operational personnel and obtai
DYE PENETRATION / MAGNETIC PARTICLE TEST Performing of magnetic particle test or dye penetration test including supply of all necessary materials, equipment and labour for carrying out the work as per specs. and direction of Engineer-in -charge
DP TEST LENGTH(BW&SW)
MAGNETIC PARTICLE TEST
FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING)
Nominal Dia. 4 Inch
Nominal Dia. 6 Inch
FOR JOINTS THK. > 8 (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING)
Nominal Dia. 8 Inch
Nominal Dia. 12 Inch
Nominal Dia. 16 Inch
Nominal Dia. 10 Inch
Nominal Dia. 18 Inch
Nominal Dia. 14 Inch
Nominal Dia. 6 Inch
Installation of Valve
Transportation of all kind of valves( including special and motor operated valves) from owner's storage point to contractor's store/ work site and installation of valves for all rating including assembly of valve accessories, if any, fixing of gaskets, bolts/ nuts etc. complete as per specifications drawings and direction of Engineer-in-charge including returning all unused/ surplus material to owner's storage point (valves along with accessories shall be supplied by owner as free issue material)
Flanged/ Wafer Valves
Dismantling works
Removal of existing A/G piping
Removal of existing A/G piping of all thickness including cutting, unbolting of flanged joints / cutting of pipe lines wherever required, removing supports, all fittings, flanges etc., cutting of pipes in appropriate lengths for transporting purpose, transporting all material to owner's storage point within the complex as designated by Owner including stacking of material and disposing of waste etc. as instructed by Engineer - in - charge.
For C.S. A/G Pipe of following nominal dia.
Nominal Dia 10 Inch
Nominal Dia 14 Inch
Nominal Dia 18 Inch
Removal of existing U/G piping
For CS Piping dismantling, Thickness <=10 mm , For following Nominal Sizes
NB upto 1.5 inch
ning final clearance for start of evacuation; Development and submission of evacuation procedures, obtaining Owner approval thereupon, all necessary co-ordination/ liaison with other Contractor(s) and Owner operations; Supply of all equipment along with all piping and instruments, temporary venting/ flaring/draining facilities as applicable, man-power, consumables (including fabrication and supply of required assemblies), their installation and dismantling after completion of job. Arrangement of required quantity of Nitrogen/ inhibited water/ any other inert material as specified in scope of work (as required); Inertization of existing piping system with nitrogen purging/ other suitable methods as specified for making the pipeline hydrocarbon free, performing all associated works, complete as per applicable specifications, scope of work, standards, other provisions of Contract document and instructions of Engineer-in-charge.`````
NB 2 inch - 6 inch
NB 8 inch - 14 inch
Dismantling/ Removal of A/G Valves
Nominal Dia 4 Inch
Supply and installation of flanged valves as per piping material specification including supply of matching gaskets, nuts, bolts, washers etc. , transporting to work site , fixing / erecting in position as per drawing, specification etc. all complete as per directions of Engineer-in-charge.
Removal of 3LPE coating
Removal of 3LPE coating of the pipe by scratching/ scrubbing/ any other suitable means including supply of all tools, tackles including inspection etc. complete as per specification and directions of Engineer-in-Charge.
For CS Piping dismantling, Thickness <=10 mm , For following Nominal Sizes
Fabrication and Erection of piping (underground)
Carbon Steel Piping (Non IBR), Thickness <=10 mm
For CS Piping dismantling, Thickness <=10 mm , For following Nominal Sizes
Fabrication and Erection of piping (underground)
Fabrication, For the following nominal sizes
NB 16 inch - 24 inch
Erection including corrosion protection coating, for Water System (Pressure Piping), For following Nominal Sizes
Fabrication of reinforcing pads for pipe connection wherever required (from pipes only supplied by the owner) and erection, fit up, welding and testing (including DP/MP) if required of the same as per the specifications, drawings and instructions of the Engineer-in-charge Note: Sizes mentioned for reinforcing pads are for branch pipe. For branch pipe of following dia.
Dia of branch pipe 4 Inch
Dia of branch pipe 6 Inch
Removal of 3LPE coating
Removal of 3LPE coating of the pipe by scratching/ scrubbing/ any other suitable means including supply of all tools, tackles including inspection etc. complete as per specification and directions of Engineer-in-Charge.
For CS Piping dismantling, Thickness <=10 mm , For following Nominal Sizes
Fabrication and Erection of piping (underground)
Dia of branch pipe 10 Inch
For CS Piping dismantling, Thickness <=10 mm , For following Nominal Sizes
Fabrication and Erection of piping (underground)
Dia of branch pipe 12 Inch
For CS Piping dismantling, Thickness <=10 mm , For following Nominal Sizes
Erection including corrosion protection coating of field joints, for Water System (Pressure Piping), For following Nominal Sizes
Erection including corrosion protection coating of field joints, for Waste Water Collection System (Gravity Flow), for following Nominal Sizes
Supply, fabrication and Erection of piping(underground)
Water System Galvanised Pressure Piping (Under Ground) (Screwed)
Supplying and laying carbon steel galvanized pipes for Fire water spray system/ sprinkler system/ detection system as per piping material specification, UNDER GROUND, including supply of all necessary fittings such as tees, reducing tees, reducing couplings, couplings, elbows, nipples, Teflon tapes, PTFE tape, white lead etc., cutting the pipes to required lengths, making threads, including laying of pipes in RCC TRENCHES, joining of pipes and fittings with threaded/flanged connection, gaskets and bolts, hydrostatic testing of the piping including supply of necessary fittings etc. complete as per specifications, drawings and instructions of Engineer-in-charge For following nominal sizes and piping material class. (Construction of trench, backfilling with sand shall be paid under separate item).
Nominal Dia 1 Inch Piping Class J2A
Nominal Dia 4 Inch Piping Class J2A
Water System Galvanised Pressure Piping (Under Ground) (Welded)
Supplying and laying carbon steel galvanised pipes as per piping materials specification Class underground including supply of all necessory fittings including Tee, reducing Tee, reducuing Coupling, nipple, coupling,
Nominal Dia 6 Inch Piping class J2A
Nominal Dia 8 Inch Piping class J2A
Supply, fabrication and Erection of piping (Above ground)
Fire water spray/ sprinkler/ detection system G.I. PIPING A/G (Welded)
Supplying and laying ABOVE GROUND mild steel galvanized pipes for Fire water spray system/ sprinkler system/ detection system as per piping material specification including supply of reducing tees, fittings, elbows, nipples, Teflon tapes, white lead etc., cutting the pipes to required lengths, welding, applying zinc silicate coating on welded joints, including laying of pipes on pipe rack, sleepers, T-supports, erection of piping on equipments, pumps etc. including joining of pipes and fittings with welded/flanged connections, including installation of spray nozzles, Quartzoid bulb detectors, restriction orifice, flanges, break-up flanges, gaskets and bolts, hydrostatic testing of the piping including supply of necessary fittings etc. complete as per specifications, drawings and instructions of Engineer-in-charge.(Spray nozzles, restriction orifice, flanges and break-up flanges shall be paid separately under separate SOR/ shall be given as free issue to the contractor.). For following nominal sizes and piping material class.
Nominal Dia. 6 Inch Piping Material Class J2A
Nominal Dia. 8 Inch Piping Material Class J2A
fire fighting equipment's
S/I Portable/ trolley mounted Extinguishers
Supply and installation of portable DCP (Dry Chemical Powder Type) extinguisher including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification and directions of Engineer-in-Charge.
Capacity 9 kg
Installing/Placing in position, trolley mounted DCP (Dry Chemical Powder) portable extinguisher including transporting the same to worksite from Owner's store, labor etc. complete as per drawings, specification and directions of Engineer-in-Charge.
Capacity 75 kg
Installation of firefighting equipment including transporting the equipment from Owner's store to work site, fixing of nuts, bolts, washers, gaskets needed for fixing the equipment with matching flange, welding etc. complete as per drawings, specifications and direction of Engineer-in-Charge. (All fire fighting equipment's and accessories shall be supplied by owner)
Stand Post type fire hydrant ( Double outlet)
Water/ water cum foam monitor
Type-II Hose Box chamber including all items inside the chamber, fixing in position with anchor bolts/ PCC Block in foundation, including all civil works and supply of all materials including cement etc. (hose box and inside accessories supplied free of cost by owner)
3LPE coating
Repairing of the 3LPE coating of the pipe by Coating of pipe and fittings with Liquid epoxy coating (EP) as per DIN EN 10289, Class C, Type 3 including supply of coating material, inspection and testing for the coating as per specification and directions of Engineer-in-Charge.
Coating of pipe and fittings with Liquid epoxy coating (EP) as per DIN EN 10289, Class C, Type 3 at site including supply of coating material, inspection and testing for the coating as per specification and directions of Engineer-in-Charge
PROJECTS
Providing pre-commissioning/commissioning assistance to the Owner/EIL by providing Skilled /Semiskilled/ unskilled workers as per the direction of Engineer in -Charge with tools tackles, PPEs,consumables and supervision (including site supervision , safety supervision) with the single point responsibility for quality,safety and speed of execution (one Man day =8 hours shift) with 1 vehicle standby for emergency at site with the following manpower on fix basis. Contractor to provide & mobilise man power in shifts on Need Basis on the instructions of Engineer -in-chrge. Note that the manpower deployment shall be inclusive of required tools and tackles and machinery such as welding machines,grinding machines, gas cutting sets etc.
SKILLED MANPOWER
Piping welder (Arc & TiG)
Mill Wright Fitter / Rotary Mechanic
Instrument Technician
Electrician
Valve Mechanic
SEMI SKILLED MANPOWER
Piping /Structural fitter
Structural Welder
Gas cutter
Grinder/Driller
Rigger
Concrete chipper
UNSKILLED MANPOWER
Helper/ Assistants
Commissioning Operator
Commissioning Operator(Qualification: Degree with 3 years experience or Diploma with 5 years experience)
Fork -Lift Operator
PAINTING (OFFSITES) :- Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per EIL painting spec., drawings and direction of Engineer-in-Charge for all types of uninsulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. For insulated piping wherever blast cleaning with no primer application is specified, in such cases finish paints shall also be applied in the fabrication yard. The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabrication as well as erection joints) shall be left unpainted till hydrotesting. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines.
Fork -Lift Operator (1 man Month =26 days @8 hours per day duty).
Commissioning supervisor
Commissioning supervisor (B.E. with Min 5 years experience of commissioning activities in refineries, petrochemical etc )(1 Man month =26days@ 8 hours per day duty).
Commissioning supervisor (B.E. with Min 5 years experience of commissioning activities in refineries, petrochemical etc )(1 Man month =26days@ 8 hours per day duty).
"Hydra" type Crane
TRAILER
Providing trailer including fuel, lube and operator & khalasi charges for transportation of material (including pipes, structural steel, fittings, valves, gaskets, earth, wooden scrap, usable material, metallic or nonmetallic scrap) from & to project/unit area, stores, warehouse, dump yard/scrap yard as directed.(1 day=8 hours; Time of deployment shall be reckoned from time of machinery reporting to site to time of releasing from site,part duration shall be paid on prorata basis)NEED BASE
Supervisor
Flame proof Torches
Flame proof Torches- Rechargeable (with height intensity)
WIRE MESH
Supply of 40/80 wire-Mesh ss for covering strainers /filters
RUBBER HOSES
Supply of Rubber hoses ( 1", 15 mtr length, pressure-500 Psi)
Fire Hoses
Fire Hoses
Supply of fire Hoses with connector for fire hydrants. (Dia 63 mm. length-15 mtr as per relevant International specifications.
Supply of fire Hoses with connector for fire hydrants. (Dia 63 mm. length-15 mtr as per relevant International specifications.
Transportation
Transportation
"NOTE:- THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST."
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