Numaligarh Refinery Limited has published Tender For Strl Piping Equip Insulation At Nrl Nrep Project Pckg C1. Submission Date for this Tender is 27-04-2023. Pipe Laying Tenders in numaligarh Assam. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 16-Mar-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 23-03-2023 |
| 2 | 23-Mar-2023 | CORRIGENDUM 2 (EXTEN. OF BDD) | Date | 06-04-2023 |
| 3 | 07-Apr-2023 | Corrigendum-03 (BDD Extn.) | Date | 17-04-2023 |
| 4 | 18-Apr-2023 | Corrigendum-04 (BDD Extn.) | Date | 27-04-2023 |
| Sl. No. | Item Description |
| 1 | SRUCTURAL STEEL |
| 2 | Receipt of Structural Materials from OWNER"s Store / Storage yard , loading, local transportation up to either Contractor"s storage yard / erection site,unloading, assembly, erection, alignment, bolting / welding of Fabricated Structural Steel Elements / Structural Modules in position along with fixing of all type of Connection Bolts (Erection, Hot Dip Galvanised/Non-Galvanised Permanent bolts), shim plates, as per Specifications, Layouts and Fabrication Drawings released for IFC. Scope includes erection of all types of steel structures, pipe racks, pipe bridges, shelters, platforms, structural supports, steel supports inside buildings, etc., Scope shall include all activities like Bolting, Welding, Aligning, making necessary alterations caused due to mismatch of Bolt Holes and / or during fabrication, mechanical / Electrical / Pneumatic Torque Tightening of Bolts, cleaning, giving final touch up paint(specification TP-1ZZZA-PI-SPE-0003) where ever required as per specification to the welded/fabricated parts or damage during transportation and erection, etc as required complete in all respect. All Electrodes shall be in Vacuum packed with a demarcation "H4R". Making necessary arrangement of required labour, equipment, tools & tackles, Cranes, Manlift, steel scaffolding, consumables, transport, etc to execute the works at all heights as per drawings and specifications along with all related works in order that the Structure is handed over to the complete satisfaction of the Engineer-in-charge. (Exclusions: Erection of steel flooring, ladders, stairways, and handrails). Permanent connection Bolts shall be supplied as Free Issued Material to the Erection Contractor. However, Contractor to supply Temporary erection Bolts and shim plates within the quoted Price for erection. Measurement shall be done as per AFC Fabrication drawing Net weight. Weight ofTempoary erection bolts shall not be considered for payment. |
| 3 | Supply andFabrication as per TP-1ZZZA-CV-SPE-0021 and as per AFC drawings provided, surface preparation and Painting as per Painting Specification TP-1ZZZA-PI-SPE-0003 Table-11 andinstallation of Structural Steel including plates etc. for Miscellaneous activitieswherever required. Measurement shall be As per AFC Fabrication Drawings net weight reports. No wastages considered |
| 4 | Receipt of Strucrual steel materials (including gratings, handrails and ladders) supplied by steel fabricator and Unloading at OWNER"s Storage yard. |
| 5 | HANDRAIL |
| 6 | Receipt of Fabricated Materials from OWNER"s Store / Storage yard,loading, local transportation up to Contractor"s store / erection site, unloading, assembly, Erection of already fabricated and painted Handrails as per requirements indicated in Standard Drawings, IFC Layouts and Fabrication Drawings. Scope shall include all activities like fixing of all type of Connection Bolts (Erection, Hot Dip Galvanized/Non-Galvanized Permanent bolts) as per Specifications, Welding, Aligning, making necessary alterations caused due to mismatch of Bolt Holes, Torque Tightening of Bolts, cleaning, giving final touch up paint as perspecifications tothewelded / fabricated parts,etcasrequired complete with all tools and tackles , equipment and labour, for all and heights along with all related works in order that the Structure handrails is handed over to the complete satisfaction of the Engineer-in-charge. Permanent connection Bolts shall be supplied as Free Issued Material to the Erection Contractor. However, Contractor to supply Temporary erection Bolts and shim plates within the quoted Price for erection. Supply of erection nuts and bolts / fasteners are included in this item. Measurement shall be As per AFC Fabrication Drawings Net weight. |
| 7 | For straight handrail |
| 8 | For stair case/inclined handrail |
| 9 | For circular handrail |
| 10 | For Davit |
| 11 | LADDERS/ CAGE / SAFETY GATE/ SAFETY BARRIER ERECTION |
| 12 | Receipt of Materials from OWNER"s Store / Storage yard ,loading, local transportation up to Contractor"s store / erection site, assembly, Erection of already fabricated and painted Ladders/Safety Cage/Safety gates/Chains with or without cagealong with fixing of all type of Connection Bolts (Erection, Hot Dip Galvanized/Non-Galvanized Permanent bolts), Safety Gate, all as per Specifications, Layouts and fabrication Drawings. Scope shall include all activities like Bolting, Welding, Aligning, making necessary alterations caused due to mismatch of Bolt Holes, Torque Tightening of Bolts, cleaning, giving final touch up painting as per specifications to the welded parts, etc. asrequired completewithalltools, equipmentand labour, for all heights along with all related works in order that the Structure is handed over to the complete satisfaction of the Engineer-in-charge. Permanent connection Bolts shall be supplied as Free Issued Material to the Erection Contractor. However, Contractor to supply Temporary erection Bolts and shim plates within the quoted Price for erection. |
| 13 | Same as above and Ladder and cage |
| 14 | Same as above and Safety gate / chains |
| 15 | Supply, Fabrication & Erection of Structural Steel Materials for Safety Barriers / Gates (as per standard TP-1ZZZA-CV-SDD-0003 Galvanized and painted) which are provided at the Entrance of Platforms at any height or location includinggalvanized surface preparation, painting as per Specification & transportation to erection site / laydown area complete in all respects. Supply and fixing of all type of Connection Bolts (Erection, Hot Dip Galvanised/Non-Galvanised Permanent bolts) as per Specifications, Layouts and fabrication Drawings. Scope shall include all activities like Bolting, Welding, Aligning, giving final touch up painting as per specifications to the welded /fabricatedparts, etc. asrequired completewithalltools, equipmentand labour, for all depths and heights along with all related works in order that the Structure is handed over to the complete satisfaction of the Engineer-in-charge. Measurement shall be As per AFC Fabrication Drawings net weight reports. No wastages considered |
| 16 | SUPPLY & ERECTION OF BLIND FLOOR |
| 17 | Supplying all Materials (M30 Grade Reinforced Concrete with Fe500D Rebars and admixtures & corrosion inhibitors , CGI Deck Sheets, Shear Lugs, etc) as required related to Blind Floors and Installing the same as per Construction Drawings, Specifications at any elevations (20m to 30m approx) and / or as Directed by Engineer-in-charge all complete for Blind Floor below Air Coolers or for any other Requirement in any type of Structures, complete in all respects including Manpower, Consummables, materials, Construction Equipment, Tools & Tackles, Scaffolding etc. |
| 18 | CGI Deck Sheet of thickness 2.0 mm |
| 19 | Concrete Grade M35 with Admixtures and Corrosion Inhibitors (Slab thickness 100 to 150mm) |
| 20 | Reinforcement Of Grade Fe 500D Uncoated Bars |
| 21 | SUPPLY, FABRICATION & ERECTION MS CHEQUERED PLATE |
| 22 | Supplying MS chequered plate (5 mm to 10 mm thickness), transporting, fabricating, fixing at various levels with help of supports cleat/stiffeners on floors, platforms, stairs, including grinding edges & supplying all bolts, nuts, washers etc., including necessary modification for supporting structure, drilling holes in plates and supporting structure including one coat of inorganic Zinc Silicate primer(Avg. 75 micron thickness), includingforming cutoutsinchequeredplatesand reinforcing edges byM.S.strips; providing toe plate of 100x5 mm height all along the edges, complete as per drawing, specifications & as directed by Engineer in Charge. |
| 23 | ERECTION OF GRATING |
| 24 | Receipt of Materials from OWNER"s Store / Storage yard,loading, local transportation up to Contractor"s store / erection site, unloading, Erection of Prefabricated and painted/Galvanized flooring/Grating for all types of platforms and as per standard drawings and/or specifications, fixing in line or level, including toe gaurd, bolting and or stich welding as necessary( Ref: TP-1ZZZA-CV-SDD-0003_D2), incorporating cut-outs where shown in drawings, painting as specified and wherever required, repairs of damaged surface coat after erection, complete with all tools, equipment and labour, for all depths and heights as per drawings and as directed by Engineer-in-Charge. Inspection and testing. Surface as measured on IFC drawing. Openings shall not be deducted if lower than 0.09 m². Cut Outs above 300mm is in the scope of Structural Steel Fabricator Scope. Below 300 mmsize,cut out shall be done by Structural erection Contractor as per relevant standard within quoted Price for Grating Items. |
| 25 | For Square/rectangular Gratings |
| 26 | For Circular/Curved Gratings (equipment platform) |
| 27 | Supplying, erecting and fixing of electroforged hot dip galvanised MS self colured 100x5 mm flat (IS2062 Gr.BR) conforming to standards, as edge protection member for openings in Gratings made at site by contractor, all complete as directed by Engineer in charge. |
| 28 | Receipt of Materials from OWNER"s Store / Storage yard /loading, local transportation up to Contractor"s store / erection site, Erection of Treads made up of Gratings as prefabricated panels including delivering the same to the actual site of execution. Scope shall include all activities like Supply and fixing of all type of Connection Bolts (Erection, HotDip Galvanized/Non -Galvanized Permanent bolts) as per Specifications, Welding, Aligning, making necessary alterations caused due to mismatch of Bolt Holes, Torque Tightening of Bolts, cleaning, giving final touch up paints as per specifications to the welded parts, etc as required complete with all tools, equipment and labour, for all depths and heights along with all related works in order that the Structure is handed over to the complete satisfaction of the Engineer-in-charge. |
| 29 | For Stair Tread of 900X275 mm |
| 30 | For Stair Tread of 750X275 mm |
| 31 | ROOFING & SIDE CLADDING |
| 32 | Supplying, Fabrication and Laying in position, cleaning, straightening, cutting if required, providing cutouts for fixing accessories, bending if required and fixing "Profiled Precoated colored Galvalume steel sheets"withalloyof zinc and aluminium” AZ 150 conforming to AS 1397 or ASTM 792 & yield strength 550 Mpa ( thicknessof alloy = 150 gm/m2) and coated withSilicon modified polyester paint 20 microns of selected colourover 5 micron primer coat.& Self drillingself tapping screws (having coating of 45 micron thickness of Zinc tin alloy & screws electroplated by cold mechanical plating method , mesh belt furnace heat treated) having caps matching to suit sheetcolourandEPDMseals,complete with flashingsand silicon sealants as required, including making necessary connections with rain water pipes and providing and fixing stop ends/ drop ends etc, apron pieces, 40mm x 6mm M.S. wind ties along the eaves of roof etc, fixing sheeting in walls where necessary with cement mortar 1:3 all complete as per drawings, specifications and as directed by Engineer in Charge.(Contractor shall submit detailed drawings and samples for approval). (Measurement - Forsheeting,surfacemeasuredonIFCdrawingwith openings below 0.1m² not deductible and over lapping not accounted. For flashings, the running length as measured from IFC drawing. Slopedroofsshallbemeasured along the slope forthe coveredarea and no extra payments will be made for laps) |
| 33 | Supply and installation For roofings (0.50 mm Base metal thickness) |
| 34 | Supplying and fixing2 mm thick Polycarbonate translucent sheetsof appropriate shape and corrugation to suit roof profile of sheets including self drilling screws, nuts, washers, etc., complete as specified and directed by Engineer in Charge. |
| 35 | Supply and installation For wall claddings, side cladding (0.50 mm Base metal thickness) |
| 36 | Supply and installation of Fixed frame S-type Louvre PANELSs |
| 37 | Supply and installation of Flashing and accessories |
| 38 | Supplying, cleaning, straightening,bending if required, andfixing"Eaves Gutters" of thickness minimum 1(One) mm of Precoated colored Steel sheets with alloy of zinc and aluminium material and to required slope as per drawings including accessories like polyester coatedG.I. selfdrillingself tappingscrews having caps matching to suit sheet colourEPDM seals, flashings and all gutter fittings such as drop ends, stop ends, spacers, laps, etc. complete with siliconsealantsasperspecificationsand as directed by Engineer in Charge. (Contractor shall submit detailed drawings and samples for approval) |
| 39 | Supplying, cleaning , straightening, bendingif required and fixing "Profiled Ridge Capping/ Single Ridge capping/ Apron / Barge capping/ expansion joint capping"of material to suit the roofsheets withnecessarypolyester coated G.I. self drilling screws and self drilling stitchingscrews having caps matching to suit sheet colour and EPDM seals, complete with flashings andsiliconsealants as required, as per drawings, specificationsandasdirected by Engineer in Charge. |
| 40 | SupplyingandfixingMS Gutterstraps 40 mm wide x 6 mm thick with polyester coated G.I.fasteners, EPDM seals etc., complete as per drawing, specificationsandasdirectedby Engineer in Charge |
| 41 | Supplying, cutting, jointing and fixing in position ( both in concrete & masonary)PVC rain water pipe of specified diameter jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 including tools & labor, clamps, connections etc. all as per approved manufacturer"s details |
| 42 | for 110mm diameter PVC pipe |
| 43 | for 160mm diameter PVC pipe |
| 44 | NON-SHRINK GROUT |
| 45 | Supply and laying of Non-shrink cementitious groutfor grouting of base plates, under base frames or other anchoring elements for structures and/or machines, including roughening & cleaning of surfaces, form-works, chamfering of edges, smoothing of exposed surfaces, Curing, making flush to the existing RCC surface by chipping & finishing, RCC surface to be made wet for 24 hrs. before grouting, providing all tools and labour necessary to complete the work as per drawings and approved manufacturer’s specifications and as per the directions of Engineer-in-charge. Volume measured on IFC drawings. |
| 46 | Non-shrink cementitious grout GP1/GP2 as perapproved Vendor List,Drawings and Specifications |
| 47 | Non-shrinkEpoxy grout as per approved, Vendor List, Drawings and Specifications |
| 48 | ORDINARY CEMENT SAND GROUT |
| 49 | Supply and laying of Ordinary Cement Sand grout (1:2) under base plates of cross- overs, short pipe supports (not exceeding 1.5 m height) and small operating platforms (not exceeding 2.0 m height) not supporting any equipment, temporary structure like Barricading (height not exceeding 10m), including roughening & cleaning of surfaces, form-works, chamfering of edges, smoothing of exposed surfaces, Curing, making flush to the existing RCC surface by chipping & finishing, providing all tools and labour necessary to complete the work as per drawings and approved manufacturer’s specifications and as per the directions of Engineer-in-charge. |
| 50 | SUPPLY & APPLICATION OF FIREPROOOFING FOR STRUCTURAL STEEL |
| 51 | Fireproofing for steel structures/ equipment saddles, etc |
| 52 | Supplying and Applying all types of Fireproofing (Vermiculite Based/ in-situ Concrete/ Sprayed Mortar) as per design basis TP-1ZZZA-CV-BOD-0001 and Specifications NR-0ZZZZ-CV-SPE-0006, Drawings and Standards for any steel element wherever required, such as columns, beams, wind-bracing, girders, equipment legs, skirts and saddles at any height, either “box” or “contour shaped”, including form-works, supply and installation of reinforcement mesh, (Exlusions : nut welding and primer painting on structural / equipment surface) including welding of any missing nuts, expanded metal sheet/ lath, nuts, fixing of cover plate (MS edge angle) at both side of top exposed structural beam, cover blocks and hooks, studs, mastic sealing between the Fireproofing edges and the structural steel elements all complete including mobilising/ demobilizing all tools, equipment and labour as required to complete the work to the satisfaction of Engineer-in-Charge. Including Painting over Fireproofed Surfaces (For both Vermiculite and in-situ Concrete/ Sprayed Mortar Fireproofed Elements): Supplying and Applying of Painting over Fireproofed Surfaces after full curing (minimum gap of 28 days) of all types of Fireproofing applied. The Base Coat shall be a sealer coat of Epoxy Polyamide @ 50 – 75 micron DFT. The Finish Coat shall be of two coats of Acrylic Elastomeric or Polyurethane coating @ 100 – 125 micron DFT per coat. The Finish Coat shall be UV resistant coating system (No 1 of NORSOK standard M-501). The Coating System shall be compatible and approved by the Fireproofing Material Vendor. Fireproofing is including of painting on top surface, application of sealant, fixing of cover plate etc. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope Measurement for Fireproofing: Volume measured on IFC drawings, less the volume of the structure profiles. Coating section type shall be as follows (unless otherwise specified) -Box type, for steel sizes up to max 300 mm. of Sectional Depth. -Contour shape type, for steel sizes bigger than 300 mm. |
| 53 | In-situ Cement Concrete (Grade M30) Fireproofing for steel structures, Equipment legs/ saddles |
| 54 | Sprayed mortar Fireproofing for steel structures, Equipment legs/ saddles |
| 55 | Vermiculite Based Fireproofing for steel structures, Equipment legs/ saddles |
| 56 | Epoxy Intumescent coating |
| 57 | Structural Modification Works MISCELLANEOUS CUTTING/WELDING WORKS (Not applicable for regular works as per issued drawings but applicable only for specific re-works/ modification works / Miscellaneous works as per directions of E-i-C where reasons for Modificationare not attributable to Contractor) |
| 58 | Structural steel dismantling |
| 59 | Gas cutting in Structural beams,plates etc |
| 60 | Grinding in Structural beams, plates at cutting locations etc |
| 61 | Welding in Structural beams,plates etc |
| 62 | Surface Preparation and Painting as per Specification |
| 63 | Re-erection of Structural Steel |
| 64 | Straightening at grade and/ or in position |
| 65 | chipping, cleaning at grade and/ or in position |
| 66 | Steel Fabrication / Weldingat grade and/ or at Elevation |
| 67 | Supplying & applying finish coats for all heights including cleaning the surface of dust and loose particles, touching up of damaged primer coat, including all labour, scaffolding, tools, consumables, etc.,as per structural steel paints specifications,(TP-1ZZZA-PI-SPE-0003),drawings and as directed by Engineer in Charge. |
| 68 | To surface of structural steel |
| 69 | To Handrailing |
| 70 | Galvanising by Paint any type of already fabricated structural steel member / element / Accessories like ladders, Handrails, Stairs, etc by using any method as required by the specifications, drawings and / or Engineer-in-charge and handing over the elements / modules in a ready to erect stage. |
| 71 | Supplying, fabrication, erecting and fixing of Galvanized MS Toe Guardconforming to standards / design sketch as edge protection member where ever required, all complete as directed by Engineer in charge. |
| 72 | MECHANICAL AND CHEMICAL ANCHORS |
| 73 | Supply and installation of expansion bolts type under cut/wedge anchors of Grade 8.8 Galvanizedas per drawings, including the cost of the bolts, carting the same to site of work, fixing in position with necessary, tools, labour etc for all heights and depths, drilling holes and fastening as per vendor’s specifications, all complete and as directed. |
| 74 | Supply and installation of Insert Plates |
| 75 | Supply and installation of Mechanical Bolts -M12x125/30 (Under Cut anchor) or equivalent |
| 76 | Supply and installation of Mechanical Bolts - M16x190/40 (Under Cut anchor) or equivalent |
| 77 | Supply and installation of Mechanical Bolts - Heavy duty wedge anchors M12x25 or equivalent |
| 78 | Supply and installation of Mechanical Bolts -Heavy duty wedge anchors M16x25 or equivalent |
| 79 | Supply and installation of Mechanical Bolts -Heavy duty wedge anchors M20x30 or equivalent |
| 80 | Supply and installation of Mechanical Bolts -Heavy duty wedge anchors M24x30 or equivalent |
| 81 | Supply and installation of chemical bolts type Injectable adehesive anchors and capsule adhesive anchors of Grade 8.8 Galvanized as per drawings, including the cost of the bolts, nuts, washer, adhesive capsule carting the same to site of work, fixing in position with necessary, tools, labour etc for all heights and depths, drilling holes, anchor rods (HST) with nuts and washers, and fastening as per vendor’s specifications, complete and as directed |
| 82 | Supply and installation of Chemical Anchor Bolts - Rod M12X160 (threaded rod) & Adhesive Capsule M12x110 |
| 83 | Supply and installation of Chemical Anchor Bolts -Rod M16X190 (threaded rod) & Adhesive Capsule M16x125 |
| 84 | Supply and installation of Chemical Anchor Bolts - Rod M20X240 (threaded rod) & Adhesive Capsule M20x170 |
| 85 | Supply and installation of Chemical Anchor Bolts - Rod M24X290 (threaded rod) &Adhesive Capsule M24x210 |
| 86 | Installation of expansion bolts M 24/200 anchors of Grade 8.8 Galvanized |
| 87 | Drilling ofholes square or circularup to 32 mm diaand depth 1000 mm, through reinforced concrete floor or wall and make good complete as directed by Engineer in Charge. |
| 88 | RCC Core cutting of dia 150 mm / 200 mm and depth upto1200 mm |
| 89 | BARRICADING |
| 90 | Supplying, fabricating structural temporary movable barricading with primer painting as per standards/specifications/drawing touse at site where ever reqired as directed by Engineer in Charge. |
| 91 | PIPING WORKS FOR PROCESS UNITS & OFFSITES & UTILITIES |
| 92 | PIPING (ABOVE GROUND) : - Receipt of free issued Materials, transportation of all piping item(s) from Owner"s storage point to worksite/work shop; fabrication including cutting, edge preparation, (inclusive of grinding the edges of pipe, fittings, flanges, Graylock Flanges, etc. to match with the mating edges of uneven/different thickness wherever required), For galvanized pipings - Surfaces where galvanizing is burnt-off shall be wire-brushed and cold galvanized with zinc-coating compound.1” wide PTFE tape may be used in the threaded joints.; Graylock Flanges, clamps seal rings, Locking arrangement for valves (CSO, CSC, LO, LC): fitup, bending, preheating wherever required, welding, threading, and laying of pipes of all types and thickness over Sleepers, overhead on racks and at all elevations, connecting with equipment nozzles, strainers, sight glass, steam traps, expansion bellows, orifice assemblies, spray nozzles, rotameters, mixer, special piping inline items, mixer, tappings for pressure gauges, thermowells, sample connections, springs, sample coolers, purging panels and associated tubing, pressure relief valves, desuperheater etc. and fixing of gaskets, bolts, nuts including application of torque wherever required & all other inline instruments, and fittings , like elbows, reducers, tees, vents, drains, SW/threaded valves upto 1.5 NB, Steam Supply/ Condensate Recovery stations (Cast/ Fabricated), alignment, Fixing and welding of RF pad measured as 1.5 Times of mother pipe, cleaning & flushing loop wise and system wise by water/compressed air, hydrostatic, pneumatic, vacuum, spark testing , reinstatement, card board blasting, leak test, inertization, hot bolting if required and any other type of testing as specified, |
| 93 | draining, drying by compressed air, providing of PMI Machine and performing Positive Material Identification (PMI) of existing/new lines using alloy analysers by Level-II qualified NDT Technician, completing all such works in all respects as per the specifications, drawings and instructions of Engineer-In-Charge. Contractor to note that supply and safe upkeep of PMI Machine is Contractor"s responsibility and no separate payment shall be made for PMI Testing and contractor should include the same in quoted rate for Piping fabrication /erection rate for piping towards PMI testing. Preparation of necessary documentation & compilation of IBR Dossier for the IBR System and Taking IBR approvals for the required IBR systems is in Contractor Scope. Rates for tubing (if any) shall include rates for valves, fittings, all in line instruments and testing etc.Contractor to prepare spooling drawing (with necessary details like spool numbers, weld joint number along with shop and field identification, flange joint numbers, cut pipe length, test pack number and other details as required ) using necessary software and spooling is in contractor scope. Scope of piping fabrication and erection works also Includes Instrument piping hook up items like impulse pipes, fittings etc., from piping isolation valve to instrument shall be fabricated, erected/installed based on the instrument hook drawing and other applicable standards. Isometrics shall not be issued for impulse pipings. (Instrument Impulse piping and fitting are free issue to contractor). For CPVC Pipings, contractor scope of works also includes supply ofPrimer (as per ASTM F656) and Solvent (as per ASTM F493) for Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe and Fittings. Contractor scope also includes Supply and installation of Bird screens. For coated pipes, item rates shall be inclusive of supply and application of coating of Weld joints (internal) as per Specification/ recommended practice by coating vendor/Manufacturer. Quoted rates includes Contractor"s all Tools & Tackles, Construction equipments, Steel Scaffolding as per safety norms, all consumables including welding rods, filler materialsetc., local barricading / welding booths etc.required for completion of Works. Erection/reerection of Graylock coupling, Filler flange. Contractor is required to take preventive measures for protection of painted Spools by using Pipe rigging FRP roller or any appropriate method for pulling the Pipes. Nothing extra shall be payable in this regard. Rates shall include shifting of Fabricated and painted spools to NDT yard/laydown yard, stacking of spools and further shifting to erection site. For all type of testings, Contractor scope also includes supply of testing fittings as per PMS (SWRF, SORF, WNRF, end caps, blind flange, gaskets, Studs, valves, pressure gauges ..ext.) ,Certified testing manifolds and tools&tackle and Quoted rates includes welding and cutting for the above for testing purpose. |
| 94 | FABRICATION |
| 95 | CARBON STEEL (INCLUDING LTCS & BRONZE VALVES) PIPING (NON IBR);THK. <= 10MM |
| 96 | NB UPTO 24 INCH |
| 97 | NB 26 INCH - 30 INCH |
| 98 | CARBON STEEL (INCLUDING LTCS & BRONZE VALVES) PIPING (NON IBR);THK. > 10MM AND <= 20MM |
| 99 | NB 2 INCH - 24 INCH |
| 100 | CARBON STEEL (INCLUDING LTCS & BRONZE VALVES) PIPING (NON IBR);THK. > 20MM AND <= 30MM |
| 101 | NB 16 INCH - 24 INCH |
| 102 | CARBON STEEL PIPING (NACE);THK. <= 10MM |
| 103 | NB UPTO 24 INCH |
| 104 | NB 26 INCH - 30 INCH |
| 105 | CARBON STEEL PIPING (NACE);THK. > 10MM AND <= 20MM |
| 106 | NB 2 INCH - 14 INCH |
| 107 | NB 32 INCH - 48 INCH |
| 108 | CARBON STEEL PIPING (IBR);THK. <= 10MM |
| 109 | NB UPTO 14 INCH |
| 110 | NB 16 INCH - 24 INCH |
| 111 | CARBON STEEL PIPING (IBR);THK. > 10MM AND <= 20MM |
| 112 | NB 2 INCH - 14 INCH |
| 113 | NB 32 INCH - 48 INCH |
| 114 | CARBON STEEL PIPING (H2);THK. <= 10MM |
| 115 | NB UPTO 6 INCH |
| 116 | ALLOY STEEL PIPING (IBR);THK. <= 10MM |
| 117 | NB UPTO 6 INCH |
| 118 | ALLOY STEEL PIPING (IBR);THK. > 20MM AND <= 30MM |
| 119 | NB 8 INCH - 14 INCH |
| 120 | NB 16 INCH - 24 INCH |
| 121 | NB 26 INCH - 30 INCH |
| 122 | STAINLESS STEEL PIPING (NON IBR);THK. <= 10MM |
| 123 | NB UPTO 6 INCH |
| 124 | NB 8 INCH - 14 INCH |
| 125 | CARBON STEEL PIPING (GALVANISED); 3" AND BELOW (THREADED ENDS- Seal weld ); THK. <= 10MM |
| 126 | NB UPTO 3 INCH |
| 127 | CARBON STEEL PIPING (GALVANISED); 4" AND ABOVE (BUTTWELDED ENDS); THK. <= 10MM |
| 128 | NB 4 INCH - 6 INCH |
| 129 | NB 8 INCH - 14 INCH |
| 130 | CARBON STEEL PIPING (Internal Epoxy Coated);THK. <= 10MM |
| 131 | NB 2 INCH - 14 INCH |
| 132 | CPVC PIPING;THK. <= 10MM |
| 133 | NB UPTO 6 INCH |
| 134 | ERECTION |
| 135 | ALL MATERIALS;THK. <= 10MM |
| 136 | NB UPTO 14 INCH |
| 137 | NB 16 INCH - 30 INCH |
| 138 | ALL MATERIALS;THK. > 10MM AND <= 20MM |
| 139 | NB 2 INCH -14 INCH |
| 140 | NB 16 INCH - 24 INCH |
| 141 | NB 32 INCH - 48 INCH |
| 142 | ALL MATERIALS;THK. > 20MM AND <= 30MM |
| 143 | NB 8 INCH - 14 INCH |
| 144 | NB 16 INCH - 30 INCH |
| 145 | INSTALLATION OF STRAINERS (ALL TYPES AND ALL RATINGS) |
| 146 | 6" to 8" |
| 147 | 10" to 14" |
| 148 | 16" to 20" |
| 149 | Steam Tracing of Pipes / Instruments : Fabrication and Erection of Steam tracing lines including cutting, edge preparation, Cold/Hot Bending, welding, branch connections, vent, drains, instrument & sample point connections, traps, strainers, fabrication and erection of related supports and connection accessories, connecting with steam manifolds and installation of steam traps including isolation valves, terminating up to the drain points/funnel, hydrotesting, Steam purging, flushing and box-up using Pipes/Tubes Pre-insulated Tubes as per direction of Engg in charge. Necessary welding qualification tests shall be carried out as part of this work. Pipings,Tubings,Pre-insulated Tubings and Fittings shall be Free issue to Contractor. All Other Accessories required for the Steam tracing activities shall be in Contractor scope. Steam/Condensate Manifolds : Taking delivery of material at warehouse, handling, Installation of steam/ condensate manifold, providing of supports, pedestals welding, making ready for hook-up in all respect including marking for tracers identification, Fabrication and erection of necessary supports. Manifolds shall be Free issue to Contractor. The listed below following activities are also to be performed by contractor. a) Taking delivery from warehouse or from the place(s) of storage, handling, loading and unloading, unpacking, on site transportation, Surface preparation of process piping, Dirt, rust and scale removal with a wire brush. Oil and grease films may be removed with a rag and suitable solvent, Making necessary connections with manifolds, steam traps etc as per manifold location plan . Scope also includes the transportation of all loose supplied items from warehouse or place of storage to the site location. b) Installation of the steam tracing in the correct position as per tracing layout drawing/ vendor drawing & fixing the tracing in position as per details as per specification NR-0ZZZZ-PI-SPE-0005. c) Installation & connection of those items supplied loose. d) Application of heat transfer compound, Tracer Bonding with heat transfer cement, weather proofing, spacers, supporting of manifolds as required, supporting (rest, guide & anchoring) of steam tracing wherever required by using primary or secondary steel.Consider Steam Tracing Pipes,Tubes, Pre-Insulated tubes of Dia upto 1". e) Measurement for payment under this item shall be as per running metre length of Tracer installed at site, irrespective of tracer pipe size. |
| 150 | VALVES: - Receipt and Transportation of all types of valves (including special & Gear operated valves, flanged Valves, welded Valves, Control Valves etc.)from Owner"s Storage point to contractor"s stores /worksite and installation of valves for all rating including assembly of valves accessories, 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: i) For all Butt Welded, Socket welded valves & Threaded valves, weding (including seal welds) shall be considered in respective Piping Inch dia for payment purpose. ii) Quoted rates shall also includes unmounting of installed valves during testing of lines / inspection / in case of leakage or any defects Shifting , collection and remounting the same after testing and calibration at Instrumentation lab within refinery premises as the case may be. |
| 151 | All Types of Valves such as Gate, Globe, Check, Butterfly, Ball, Plug, control, On-Off, safety valves, R.O. valves, control valves, PSV, TSVup to # 600 class |
| 152 | NB.0.75 INCH |
| 153 | NB.2 INCH |
| 154 | NB.3 INCH |
| 155 | NB.4 INCH |
| 156 | NB.6 INCH |
| 157 | NB.8 INCH |
| 158 | NB.10 INCH |
| 159 | NB.12 INCH |
| 160 | NB.14 INCH |
| 161 | NB.16 INCH |
| 162 | NB.18 INCH |
| 163 | NB.20 INCH |
| 164 | NB. 26 INCH |
| 165 | NB. 28 INCH |
| 166 | Bolt Tensioning - Carrying out controlled hydraulic tensioning/tighteningof bolted joints on all types of piping as called for in specification TP-1ZZZA-PI-SPE-0005 on already erected system including carrying out alignment of flanges, cleaning of flange surface, supply of all materials for Bolt tensioning, , recording devices, instruments etc; Providing all necessary normal and special equipment, tools & tackles and gadgets, skilled / unskilled labour, specialist, supervisory staff and completing the work in all respects as per specifications and instructions of engineer-in-charge. Some joints may require bolt tensioning more than once, but, payment for one joint shall be made only once. Quoted price also includes requirement of scaffolding, working platforms and all consumables as required for this work. Bolt Tensioning works includes pipeline flanged joints, pipeline to vessel joints including manway covers to girth flanges, equipment joints, tie in joints flange with other related jobs and package vendors at all elevations. Measurement shall be on the basis of no. of flanged joints / pair of flanges. |
| 167 | 150# JOINTS |
| 168 | NB.14 INCH |
| 169 | NB.16 INCH |
| 170 | NB.18 INCH |
| 171 | NB.20 INCH |
| 172 | NB.26 INCH |
| 173 | NB.28 INCH |
| 174 | NB.30 INCH |
| 175 | 300# JOINTS |
| 176 | NB.10 INCH |
| 177 | NB.12 INCH |
| 178 | NB.14 INCH |
| 179 | NB.16 INCH |
| 180 | NB.18 INCH |
| 181 | NB.20 INCH |
| 182 | 600# JOINTS |
| 183 | NB.8 INCH |
| 184 | NB.14 INCH |
| 185 | NB.18 INCH |
| 186 | NB.20INCH |
| 187 | NB.26 INCH |
| 188 | Dissimilar Welding |
| 189 | Dissimilar Welding between SS and CS |
| 190 | Dissimilar Welding between AS and CS |
| 191 | Dissimilar Welding between SS and AS |
| 192 | NON DESTRUCTIVE TESTING |
| 193 | RADIOGRAPHY: - Performance of radiographic inspection on piping of all types & thickness including providing or hiring of all necessary equipment and whatever else even though not explicitly mentioned but required to perform the work as per specifications (NR-0ZZZZ-PI-SPE-0006) and instructions of Engineer-in-charge. Rates are inclusive of radiography machine, manpower, consumables etc.and all other equipments required to perform the radiography at all heights including staging Scaffolding to the satisfaction of Engineer-in-charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractor"s fault and for additional radiography necessitated due to poor performance of contractor"s welders shall be done at contractor"s cost and nothing shall be paid as extra) |
| 194 | Film Radiography by Gamma rays / X Rays |
| 195 | Radiography using Close proximity method with using Selenium (Se 75) source / Equivalent source. |
| 196 | Radiography by Digital Method |
| 197 | DYE PENETRATION/ MAGNETIC PARTICLE TEST : - Performance of Magnetic particle/ dye penetrant test including supply of all necessary materials; equipments and labour for carrying out the work as per specification and directions of Engineer-in-charge. |
| 198 | DYE PENETRATION TEST |
| 199 | MAGNETIC PARTICLE TEST |
| 200 | WET FLOURESCENT MAGNETIC PARTICLE TEST |
| 201 | ULTRASONIC TESTING |
| 202 | Ultrasonic Testing by Advance Method (PAUT). Contractor shall ensure interpretaion of PAUT through NDT Level-III Inspector. |
| 203 | STRESS RELIEVING : - Carrying out stress relieving of weld joints on all types of piping as called for on shop/site fabricated already erected system including supply of materials, consumables,recording devices, insulation materials, all electrical boards with safety devices safety equipments, instruments etc. providing all normal & 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 Contractor"s 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" |
| 204 | NB.0.5 INCH |
| 205 | NB.0.75 INCH |
| 206 | NB.1 INCH |
| 207 | NB.1.5 INCH |
| 208 | NB.2 INCH |
| 209 | NB.3 INCH |
| 210 | NB.4 INCH |
| 211 | NB.6 INCH |
| 212 | NB.8 INCH |
| 213 | NB.10 INCH |
| 214 | NB.12 INCH |
| 215 | NB.14 INCH |
| 216 | NB.16 INCH |
| 217 | NB.18 INCH |
| 218 | NB.20 INCH |
| 219 | NB.24 INCH |
| 220 | NB.26 INCH |
| 221 | NB.40 INCH |
| 222 | HOT INSULATION (Supply & installation) : - Providing thermal insulation including supply of all insulating and ancillary materials, vapour barrier, weather protective coverings, consumables and other necessary materials (including supports, clamps, ancillary materials for complete installation of Insulation), testing of materials as required, including transportation of materials to work site, duly inspected by TEN inspector at manufacturer"s shop & sample check/inspection at site by TEN Constructhe on, binding, tying, lacing, stitching and/or otherwise securing, finishing with sheet cladding asper spec, providing bolts, rivets and self tapping screws wherever specified, providing inspection windows, end seals for flanges etc., colour coding and identification. Providing steel scaffolding, all tools, tackles, equipments etc., labour, supervision and completing the work in allrespect, at all heights as per drawings, specificationsNR-0ZZZZ-PI-SPE-0003 and instructions of Engineer-in charge. Contractor scope also includes Supply and Installation of Removable weather shield cover, All material required for weather shielding for flanged joints and pipe including job at site with all required tools to perform job shall be in contractor scope, Job shall be performed as per standard NR-0ZZZZ-PI-SPE-0003. Measurement method for insulation shall be as per IS 14164. |
| 223 | INSULATION TYPE:IH / IT, SURFACE MATERIAL :CS & AS, OPERATING TEMP RANGE: UPTO 125 DEG C, INSULATION MATERIAL: ROCKWOOL |
| 224 | NB 0.5-0.75 INCHES, THICKNESS 25 MM |
| 225 | NB 1 INCHES, THICKNESS 25 MM |
| 226 | NB 2 INCHES, THICKNESS 25 MM |
| 227 | NB 3 INCHES, THICKNESS 25 MM |
| 228 | NB 4 INCHES, THICKNESS 25 MM |
| 229 | NB 6 INCHES, THICKNESS 25 MM |
| 230 | NB 8 INCHES, THICKNESS 25 MM |
| 231 | NB 12 INCHES, THICKNESS 25 MM |
| 232 | INSULATION TYPE: IH / IT, SURFACE MATERIAL :CS & AS, OPERATING TEMP RANGE: ABOVE 125 DEG C UPTO 550 DEG C, INSULATION MATERIAL: ROCKWOOL INSULATION TYPE:IS, SURFACE MATERIAL :CS & AS, OPERATING TEMP RANGE: ABOVE 350 DEG C UPTO 550 DEG C, INSULATION MATERIAL: ROCKWOOL |
| 233 | NB 0.5-0.75 INCHES, THICKNESS 40 MM |
| 234 | NB 1 INCHES, THICKNESS 40 MM |
| 235 | NB 2 INCHES, THICKNESS 40 MM |
| 236 | NB 2 INCHES, THICKNESS 50 MM |
| 237 | NB 3 INCHES, THICKNESS 40 MM |
| 238 | NB 4 INCHES, THICKNESS 40 MM |
| 239 | NB 4 INCHES, THICKNESS 65 MM |
| 240 | NB 6 INCHES, THICKNESS 40 MM |
| 241 | NB 8 INCHES, THICKNESS 50 MM |
| 242 | NB 8 INCHES, THICKNESS 65 MM |
| 243 | NB 10 INCHES, THICKNESS 50 MM |
| 244 | NB 10 INCHES, THICKNESS 65 MM |
| 245 | NB 12 INCHES, THICKNESS 50 MM |
| 246 | NB 12 INCHES, THICKNESS 65 MM |
| 247 | NB 14 INCHES, THICKNESS 65 MM |
| 248 | NB 16 INCHES, THICKNESS 50 MM |
| 249 | NB 38 INCHES, THICKNESS 50 MM |
| 250 | NB 42 INCHES, THICKNESS 50 MM |
| 251 | INSULATION TYPE: IH / IT, SURFACE MATERIAL :CS & AS, OPERATING TEMP RANGE: ABOVE 125 DEG C UPTO 550 DEG C, (APPLICABLE ONLY FOR HPS LINES IN OFFSITES) INSULATION MATERIAL: INNER LAYER : CALCIUM SILICATE (IS 9428 / ASTM C533, Type II) AND OUTER LAYER : AEROGEL (ASTM C1728, Type III, Grade 1) (*Total thickness given below in each line items. read the thickness value as inner layer + outer later) |
| 252 | NB 0.5-0.75 INCHES, THICKNESS 85 (75+10) MM |
| 253 | NB 4 INCHES, THICKNESS 125 (115+10) MM |
| 254 | NB 12 INCHES, THICKNESS 150 (140+10) MM |
| 255 | NB 20 INCHES, THICKNESS 160 (150+10) MM |
| 256 | NB 26 INCHES, THICKNESS 160 (150+10) MM |
| 257 | INSULATION TYPE: IS, SURFACE MATERIAL : CS & AS, OPERATING TEMP RANGE: UPTO 350 DEG C, INSULATION MATERIAL: CELLULAR GLASS |
| 258 | NB 0.5-0.75 INCHES, THICKNESS 25 MM |
| 259 | NB 3 INCHES, THICKNESS 25 MM |
| 260 | INSULATION TYPE: IE, SURFACE MATERIAL : CS & AS, OPERATING TEMP RANGE: UPTO 170 DEG C, INSULATION MATERIAL: INNER LAYER : ROCKWOOL AND OUTER LAYER : POLYURETHANE / POLYISOCYANURATE |
| 261 | NB 0.5-0.75 INCHES, THICKNESS 50 MM |
| 262 | NB 3 INCHES, THICKNESS 50 MM |
| 263 | NB 3 INCHES, THICKNESS 90 MM |
| 264 | NB 4 INCHES, THICKNESS 50 MM |
| 265 | NB 6 INCHES, THICKNESS 50 MM |
| 266 | NB 6 INCHES, THICKNESS 65 MM |
| 267 | NB 6 INCHES, THICKNESS 100 MM |
| 268 | NB 8 INCHES, THICKNESS 50 MM |
| 269 | NB 12 INCHES, THICKNESS 50 MM |
| 270 | NB 40 INCHES, THICKNESS 50 MM |
| 271 | COLD INSULATION (Supply & Installation) : Providing cold insulation such as PUF block including supply of all insulating and ancillary materials, vapour barrier, weather protective coverings, consumables and other necessary materials (including supports, clamps, ancillary materials for complete installation of Insulation), testing of materials as required, including transportation of materials to work site, duly inspected by TEN inspector at manufacturer"s shop & sample check/inspection at site by TEN Construction inspector, applying insulation on surfaces as specified including all preparatory work there on, binding, tying, lacing, stitching and/or otherwise securing, finishing with sheet cladding as per spec, providing bolts, rivets and self tapping screws wherever specified, providing inspection windows, end seals for flanges etc., colour coding and identification. Providing steel scaffolding, all tools, tackles, equipments etc., labour, supervision and completing the work in allrespect, at all heights as per drawings, specifications NR-0ZZZZ-PI-SPE-0002 and instructions of Engineer-in charge. Contractor scope also includes Supply and Installation of Removable weather shield cover, All material required for weather shielding for flanged joints and pipe including job at site with all required tools to perform job shall be in contractor scope, Job shall be performed as per standard NR-0ZZZZ-PI-SPE-0002. Measurement method for insulation shall be as per IS 14164. |
| 272 | INSULATION TYPE:COLD INSULATION,SURFACE MATERIAL : CS, CPVC & AS, OPERATING TEMP RANGE: UPTO 125 C, INSULATION MATERIAL:POLYURETHANE FOAM / POLYISOCYANURATE; REFER SPECIFICATION NR-0ZZZZ-PI-SPE-0004 |
| 273 | NB 0.5-0.75 INCHES, THICKNESS 25 MM |
| 274 | NB 6 INCHES, THICKNESS 40 MM |
| 275 | PIPE SUPPORTS |
| 276 | PIPE SUPPORTS (MATERIAL SUPPLIED BY OWNER): Fabrication, erection (at all elevations) of all types of pipe supports like shoes, cradles, hangers, tie-rods, rigid struds, Sliding plates/Low Friction Pads, Heat isolation blocks, clamps (of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides, special supports, pads, and trunnion supports etc. of all types including shot blasting, supply and application of one coat of primer, intermediate & final paint, all necessary equipments, consumables, labour, returning surplus materials and scraps etc. to OWNER"s storage point and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; and adjustments/alignment during precommissioning, commissioning as per the instructions of Engineer-in-charge. Installation of Spring hangers shall be in contractor"s scope. The scope of Works also includes grouting of supports, if required as part of Pipe Supports Works within the quoted price which includes supply of grouting materials also and nothing extra shall be payable in this regard. While fabricating the supporting elements the Contractor will ensure that dimensions shown in the drawings match with the site conditions. Additional supports as necessary with the site condition shall be fabricated and erected in accordance with the Standard. The measurement shall be done in MT of finished support. Wastage shall not be considered. Also unlocking of the Spring / hangers / and /or adjusting of turn buckles etc. during commissioning shall be in the scope of Contractor within the quoted price. Welding of supports with mother pipe shall be included in erection rate for Pipe Supports on MT basis. |
| 277 | Dummy Pipe Supports for C.S. |
| 278 | Dummy Pipe Supports for A.S. |
| 279 | Dummy Pipe Supports for S.S. |
| 280 | PIPE SUPPORTS (MATERIAL SUPPLIED BY CONTRACTOR): Supply, Fabrication, erection (at all elevations) of pipe supports like shoes, cradles, hangers,tie-rods, rigid struds, Sliding plates, Heat isolation blocks, clamps, U-Bolts, turn buckles, saddles, guides, special supports, pads, T post, brackets and trunnion supports etc. of all types including supply and application, shot blasting,one coat of primer, intermediate & final paint, all necessary equipments, consumables, labour,and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; and adjustments/alignment during precommissioning, commissioning as per the instructions of Engineer-in-charge. Installation of Spring hangers/strut/sliding plates/Snubber & tie rod shall be in contractor"s scope .The scope of Works also includes grouting of supports, if required as part of Pipe Supports Works within the quoted price which includes supply of grouting materials also and nothing extra shall be payable in this regard. While fabricating the supporting elements the Contractor will ensure that dimensions shown in the drawings match with the site conditions. Additional supports as necessary with the site condition shall be fabricated and erected in accordance with the Standard. The measurement shall be done in MT of finished support. Wastage shall not be considered. Also unlocking of the Spring / hangers / and /or adjusting of turn buckles etc. during commissioning shall be in the scope of Contractor within the quoted price. |
| 281 | Carbon Steel Supports |
| 282 | Alloy Steel Supports |
| 283 | Stainless Steel Supports |
| 284 | PAINTING |
| 285 | Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification ( Line numbering), lettering, stencilling of equipment/piping, colour bands, colour coding, miscellaneous demarcation required as per site engineer such as marking on grade for underground lines/cable trays/trenches 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 Job spec. TP-1ZZZA-PI-SPE-0003 drawings and direction of Engineer-in-Charge for all type of uninsulated piping and insulated piping as specified including pipes, fittings, flanges, supports, valves, inline instruments etc. Surface preparation by blast cleaning and application of first coat of primer (as specified in Painting spec) shall be done in fabrication yard prior to erection. For insulated piping wherever blast cleaning with no primer application is specified (insulated SS), 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 as per the instructions of Engineer-in-charge. |
| 286 | 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. 3. Quoted rate for Painting of Piping also includes Lettering, Stenciling, colour Bands & Colour Coding etc. as per site requirement and Technical Specifications and nothing extra shall be payable in this regard. |
| 287 | PAINTING OF UNINSULATED CS/ LTCS/ AS PIPING |
| 288 | OPERATING TEMP GROUP (TABLE-1, 1.2): -14 TO 100 (DEG C) SSPC-SP-10, Primer - Inorganic Zinc Silicate (FP-6), 1 coat, 65 - 75 µm, Primer - Epoxy High build (FP-3A), 1 coat, 170 µm, Primer - Acrylic Polyurethane (FP-1), 1 coat, 40 µm Total Primer DFT= 285 µm Finish Coat - Acrylic Polyurethane (FP-1) - 40 µm will apply after pressure water wash & surface rubbing Cumulative DFT = 325 µm |
| 289 | NB 0.5 - 0.75 INCHES |
| 290 | NB 1 INCHES |
| 291 | NB 1.5 INCHES |
| 292 | NB 2 INCHES |
| 293 | NB 3 INCHES |
| 294 | NB 4 INCHES |
| 295 | NB 6 INCHES |
| 296 | NB 8 INCHES |
| 297 | NB 10 INCHES |
| 298 | NB 12 INCHES |
| 299 | NB 14 INCHES |
| 300 | NB 16 INCHES |
| 301 | NB 18 INCHES |
| 302 | NB 20 INCHES |
| 303 | NB 24 INCHES |
| 304 | NB 26 INCHES |
| 305 | NB 28 INCHES |
| 306 | NB 30 INCHES |
| 307 | OPERATING TEMP GROUP (TABLE-1, 1.3): 101 TO 400 (DEG C) SSPC-SP-10, Primer - Inorganic Zinc Silicate (FP-6), 1 coat, 65 to 75 µm Finish Coat - Silicone Aluminium Paint (FP-8), 2 coats 2x20 =40 µm Cumulative DFT = 105 - 115 µm |
| 308 | NB 0.5-0.75 INCHES |
| 309 | NB 1.5 INCHES |
| 310 | NB 2 INCHES |
| 311 | NB 18 INCHES |
| 312 | NB 20 INCHES |
| 313 | NB 26 INCHES |
| 314 | PAINTING UNDER INSULATION OF CS/ LTCS/ AS PIPING : |
| 315 | OPERATING TEMP GROUP (TABLE-2, 2.1.1): -45 TO 200 (DEG C) SSPC-SP-10, Primer - Epoxy Phenolic (FP-10), 1 coat, 125 µm Finish Coat - Epoxy Phenolic (FP-10), 1 coat, 125 µm Cumulative DFT = 250 µm |
| 316 | NB 0.5-0.75 INCHES |
| 317 | NB 1 INCHES |
| 318 | NB 1.5 INCHES |
| 319 | NB 2 INCHES |
| 320 | NB 3 INCHES |
| 321 | NB 4 INCHES |
| 322 | NB 6 INCHES |
| 323 | NB 8 INCHES |
| 324 | NB 10 INCHES |
| 325 | NB 12 INCHES |
| 326 | NB 16 INCHES |
| 327 | NB 38 INCHES |
| 328 | NB 40 INCHES |
| 329 | NB 42 INCHES |
| 330 | OPERATING TEMP GROUP (TABLE-2, 2.1.2): -201 TO 540 (DEG C) SSPC-SP-10, Primer - Titanium catalysed inorganic ceramic copolymer, 1 coat, 150 µm Finish Coat - Titanium catalysed inorganic ceramic copolymer, 1 coat, 150 µm Cumulative DFT = 300 µm |
| 331 | NB 0.5-0.75 INCHES |
| 332 | NB 1.5 INCHES |
| 333 | NB 2 INCHES |
| 334 | NB 4 INCHES |
| 335 | NB 8 INCHES |
| 336 | NB 10 INCHES |
| 337 | NB 12 INCHES |
| 338 | NB 14 INCHES |
| 339 | NB 20 INCHES |
| 340 | NB 26 INCHES |
| 341 | OPERATING TEMP GROUP (TABLE-09, 9.1.1): UPTO 60 (DEG C) Primer - Epoxy Zinc Phosphate, 1 coat, 40 µm Finish Coat - Polyurethane, 1 coat, 40 µm Cumulative DFT = 80 µm |
| 342 | NB 0.5 INCHES |
| 343 | NB 0.75 INCHES |
| 344 | NB 1 INCHES |
| 345 | NB 1.5 INCHES |
| 346 | NB 2 INCHES |
| 347 | NB 3 INCHES |
| 348 | NB 4 INCHES |
| 349 | NB 6 INCHES |
| 350 | NB 8 INCHES |
| 351 | Misc. Works (Related to Piping Fabrication and Erection) |
| 352 | MODIFICATION / HOOK-UPS :Cutting, bevelling, fit up, welding of different sizes of CS(IBR/ NON IBR)/AS/SS piping of all types and thicknesses in shop, in position, on ground/overhead on rack and at all elevations; transportation of pipes, fittings, flanges etc from owner"s storage point to work site/ work shop, making necessary scaffoldings, consumables, machinery, tools, tackles, labour, hydrotesting upto the nearest isolation point and supervision including attending repairs, arranging dewatering pump,hookup with existing lines for completing the work as per the instruction of Engineer-in-charge. For all type of testings, Contractor scope also includes supply of testing fittings as per PMS (SWRF, SORF, WNRF, end caps, blind flange, gaskets, Studs, valves, pressure gauges ..ext.) ,Certified testing manifolds and tools&tackle and Quoted rates includes welding and cutting for the above for testing purpose. |
| 353 | Flame Cutting C.S. Piping IBR/Non IBR |
| 354 | Hacksaw cutting C.S. Piping IBR/Non IBR |
| 355 | Bevelling C.S. Piping IBR/Non IBR |
| 356 | Fitup & welding C.S. Piping IBR/Non IBR |
| 357 | Hydrotesting, flushing, drying etc. of existing lines C.S. Piping IBR/Non IBR including Blinding and Deblinding of existing lines |
| 358 | Flame Cutting S.S. Piping IBR/Non IBR |
| 359 | Hacksaw cutting S.S. Piping IBR/Non IBR |
| 360 | Bevelling S.S. Piping IBR/Non IBR |
| 361 | Fitup & welding S.S. Piping IBR/Non IBR |
| 362 | Hydrotesting, flushing, drying etc. of existing lines S.S. Piping IBR/Non IBR including Blinding and Deblinding of existing lines |
| 363 | Flame cutting A.S. Piping IBR/Non IBR |
| 364 | Hacksaw cutting A.S. Piping IBR/Non IBR |
| 365 | Bevelling A.S. Piping IBR/Non IBR |
| 366 | Fitup & welding A.S. Piping IBR/Non IBR |
| 367 | Hydrotesting, flushing, drying etc. of existing lines A.S. Piping IBR/Non IBR including Blinding and Deblinding of existing lines |
| 368 | Grating Cutting / Modification / Removal |
| 369 | MISCELLANEOUS ACTIVITIES DURING RFSU AND COMMISSIONING ASSISTANCE: |
| 370 | Carrying out Commissioning activities such as Blinding, De-blinding (including supply and fabrication of Blind plates), steaming & flushing of pipe lines and equipments, to make ready for hot works for unit shutdown with required tools & consumables, Valves operations, valve dropping, cleaning of strainers, Flange tightening and any other activities / assistance etc. as perCommissioning specifications / procedure and instruction of Engineer-in-charge including supply of necessary hand tools, equipments / machineries, consumables (electrodes, filler wires, gas, card board, target plate, scaffolding etc. wherever required) and with the single point responsibility of Contractor"s supervision. Note: This Manpower shall be utilized during shutdown assistance activities and forCommissioning assistance requirement over and above that already described elsewhere in the Price Schedule. One Manday is 12 Hour duty. Pre Commissioning requirement is alreadycovered in the respective Items Unit Rates and within the CONTRACTOR"s responsibility for Mechanical Completion. Unit Price for Supply, Fabrication and installation of Blind plates shall be paid separately as per Unit rate of Structural Steel Item. |
| 371 | Foreman / Supervisor |
| 372 | Skilled Manpower (with Hand Tools, Equipment / Machinery, Consumables) |
| 373 | Semi Skilled Manpower (with Hand Tools) |
| 374 | Helper / Unskilled Manpower |
| 375 | HIRING OF CRANES (OPTIONAL ITEM) INCLUDING MOBILIZATION AND DEMOBILIZATION CHARGES, CRANE OPERATORS, FUEL, LUBRICANTS, ALL CONSUMMABLES AND ACCESSORIES ETC. (10 HRS. IN DAY BASIS). USES FOR MORE THAN 10 HRS. IN A DAY SHALL BE PAYABLE ON NORMAL RATE PRORATE BASIS.The deployment of Cranes under this item is for the special cases and for Scope of work other than normal scope of work mentioned in other items of this SOR. The requirement of hiring of Crane shall be as decided by OWNER & CONSULTANT and shall be communicated accordingly during execution of Work. |
| 376 | CRAWLER / HYDRAULIC CRANE OF CAPACITY 200-250 MT |
| 377 | TYRE MOUNTED CRANE OF CAPACITY 100 MT |
| 378 | F-15 Faranna |
| 379 | INTERNAL COATED FIRE WATER PIPING (ABOVE GROUND) |
| 380 | Receipt of Materials, Transportation of all piping items from Owner"s storage point to worksite /work shop, fabrication including cutting, edge preparation (including the grinding of edges of pipe, fittings, flanges etc. to match with the mating edges of uneven / different thickness wherever required); fit up, bending, preheating, wherever required, welding, treading and laying of pipes of all types and thicknesses over sleepers, overhead on racks and at all elevations and fixing of gaskets, bolts, nuts including application of torque where ever required& all other inline instruments and fittings like elbows, reducers, tees, piping specials such as mitres and fabricated fittings, vents, drains (but excluding reinforcing Pads), SW valves up to 1.5 NB, alignment, cleaning & flushing by water /compressed air, hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified, draining, during by compressed air, performing Positive Materials Identification Tests using alloy analyzers, completing all such Works in all respects as per the specifications, drawings and instructions of Engineer-in-charge. PMI shall be performed by third party as defined in PMI specs. Contractor to prepare spooling drawing (with necessary details like spool numbers, weld joint number along with shop and field identification, flange joint numbers, cut pipe length, test pack number and other details as required ) using necessary software and spooling is in contractor scope.. For coated pipes, item rates shall be inclusive of supply and application of coating of Weld joints (internal) as per Specification/recommended practice by coating Vendor/Manufacturer. Erection of Low Friction Pads (Teflon/ Graphite/ SS 304 mirror finish) is inclusive in the quoted Price.All other applicable works which are mentioned in the Item Sl.no. 1.1 (PIPING ABOVE GROUND) shall also be Contractor Scope. |
| 381 | FABRICATION : BUTT WELD |
| 382 | INTERNAL COATED CARBON STEEL PIPING;THK. <= 10MM |
| 383 | NB 2 Inch to 24 Inch |
| 384 | ERECTION |
| 385 | INTERNAL COATED CARBON STEEL PIPING;THK. <= 10MM |
| 386 | NB 2 Inch to 24 Inch |
| 387 | Spool Drawings preparation for Piping Fabrication using latest Piping Spool Gen Software through specialized agency. Contractor will keep required Technical Manpower at site along with required hardware/computers. Contractor need to update the report on daily basis. Contractor will submit Past track record and take approval of specialized Agency for spooling design and drawing preparation prior to order placement and mobilization of Agency at site. |
| 388 | Hiring of 01 No. Pick Up Vehicle with Driver for minimum 2000 KM in a Month basis (Round the clock duty) . Beyond 2000 KM, extra amount shall be payable on Prorate basis. |
| 389 | Extra KM Beyond above mentioned KM. |
| 390 | Hiring of 01 No. Pick Up Vehicle with Driverfor minimum 2000 KM in a Month basis for 12 Hours in day. Beyond 2000 KM, extra amount shall be payable on Prorate basis. |
| 391 | Beyond above mentioned working hours |
| 392 | Extra KM Beyond above mentioned KM. |
| 393 | Hiring of 01 No. Passenger Vehicle (XUV 300 / Bolero / Scorpio) with Driver for minimum 3000 KM in a Month basis for 12 Hours in day . |
| 394 | Beyond above mentioned working hours |
| 395 | Extra KM Beyond above mentioned KM. |
| 396 | SUPPLY OF STANDARD NITROGEN BOTTLES REQUIRED FOR PRESSURISING FOR LINES BEYOND 7 KG/CM2 WHEN CONDUCTINGPNEAUMATIC TEST |
| 397 | STATIC EQUIPMENTS (REACTOR, COLUMNS, VESSELS, HEAT EXCHANGERS, AIR COOLERS ETC..) |
| 398 | Description of Work : Receiptand Transportation of static equipments (Vessels,Reactors, Heat Exchangers, columns etc.) and associated items from owner"s Stores / storage yard /storage point to work site, local Transportation up to erection site,unloading at site, assembly of parts, sub assemblies, erection at all elevations, aligning, vertically checking, grouting, tightening of foundation bolts, welding of washer on anchor chairs, installation of demister, internal gratings, pipe davit, installation of mixer, cleaning and flushing by water, draining, drying by compressed air, providing all tools, tackles, machinery, consumables, transportation equipment, Scaffolding as per safety norms, erection equipment, instruments, labour, anclitiary etc. to complete the work in all respects as per drawings, equipment detail, specifications and instruction of the Engineer-in Charge. Quoted price also includes preparation of detailed erection plan for approval of OWNER/CONSULTANT, mobilization of required Crane of suitable capacity, trailing cranes, assembly of Cranes / trailing cranes and supply of all other materials / arrangements required for safe erection of Equipment. Quoted rates also include providing sand bags, sleepers, steel plates, crane mats and supply & placing of liner plates etc.as required for safe placement of equipment at site before erection and providing protection / preservation against damage / rain during construction/installation. In case of Equipments directly reaching at Project erection site by Transporter Truck / Trailer, in that case unloading at site for erection Worksis in the scope of Contractor within the quoted Price for equipment erection. Depurging of Nitrogen from New equipment supplied by Vendor is also in the scope of Contractor. Grouting shall be measured for payment purpose as per relevant item for Grouting Works. |
| 399 | 1U58-VV-8431 |
| 400 | Exchangers |
| 401 | IU58-EE-8456 |
| 402 | Static Mixer |
| 403 | 1S75-MX-0777 |
| 404 | 1S75-MX-1177 |
| 405 | HYDROTESTING / RE HYDROTESTING OF HEAT EXCHANGERS |
| 406 | Hydrostatic testing of HEAT EXCHANGERS (shell and tube ) single tier or multi tier /AIR COOLERS including dismantling and reassembling of piping connections wherever required, providing blinds and gaskets on nozzles, piping, water hoses, gauges, valves, test pumps and all other temporary arrangement, labour and materials, drying by hot compressed air as per specifications and instructions of Engineer-in-charge. In case, if leakage is found in gaskets and gaskets are replaced, then re hydrotest to be done with new gasket after reassembly. |
| 407 | Hydrotesting of Shell side |
| 408 | Hydrotesting of Tube Side |
| 409 | Insulation of Equipment: 1)Providing thermal insulation including supply of all insulating and ancillary material, heat resistant paint/foils, weather protective covering, consumables and other necessary materials, testing of the material as required including transportation of the materials to work sites, applying insulation on surfaces as specified, including all preparatory works thereon, all binding, tying, lacing, stitching and/or otherwise securing, finishing with plain/corrugated sheet cladding or as specified, providing bolts, rivets, self tapping screws wherever specified, providing inspection windows etc., providing necessary scaffolding, all tools and tackles, equipment, apparatus etc., labour & supervision andcompleting the work in all respect at all heights as per drawings, specifications and instructions of Engineer-in-charge. The above requirement shall be considered according to Insulation specification for hot insulation of vessels, piping & Equipments (NR-0ZZZZ-PI-SPE-0003, Rev. D2). 2)Insulation area as specified below based on the equipment bare surface. |
| 410 | INSULATION THICKNESS : 50 mm: Insulation material: Insulation Type :HC |
| 411 | INSULATION THICKNESS : 40 mm:Insulation material: Insulation Type :Safety Insulation |
| 412 | INSULATION THICKNESS : 25 mm: Insulation material: Insulation Type :HC |
| 413 | Touch-up Painting of Equipment: (Optional Items) |
| 414 | Touch-up Painting of Equipment:(Uninsulated Equipment): Supply and application of Touch-uppaint on C.S., L.T.C.S. & low alloy steel vertical vessels, horizontal vessels,drums,heat exchangers, mixers including rubdown wherever required as per specification, providing scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer-in-Charge for all type of uninsulated equipments. |
| 415 | ROTARY EQUIPMENTS (PUMPS,COMPRESSORS & ASSOCIATED ITEMS) |
| 416 | Description of Work : Receipt of materials from OWNER"s store / yard / storage point, loading on truck / trailer, local Transportation of Rotating Equipment & Associated items, unloading at site, preparation of erection scheme for approval, carrying out necessary drilling/machining, if required, enlarging of coupling bores, assembly of subassemblies, placing the equipments on foundations at all heights and locations,fabrication, erection, bolting, welding & testing of interconnecting piping (including lube oil piping,cooling water piping etc. as per approved drawings & specification), levelling, aligning with and without pipes, blue matching and lapping as per vendors recommendation, including chipping and dressing of foundations, grouting and providing manpower for testing, installation of mechanical seal, preparation of no load run test, first fill of lubricant /mechanical seal pot liquid supplied as free issue, rectifying defects if any and completing the work in all respects as per drawings / specifications enclosed in the Tender document and instruction of Engineer-in Charge. The quoted rates shall include cost towards supply of all consumables, cleaning agents, CS and SS packing plates / machined shims / wedges / any other materials required for completion etc, fixing of dowell pins, stoppers, guards, etc. wherever applicable. Grouting of frame and placement of machine on the frame shall be carried out only after blue matching of HT Motor driven / high speed equipment. Associated Piping Works and Grouting Works shall be paid as per Piping Price Schedule Items and Civil & Structural Grouting Items respectively. All the required Tools & Tackles, Lifting equipments, Cranes, Scaffolding, Consumables etc. is in the scope of Contractor within his quoted Price. Contractor has to do necessary preservation of Equipment Post receipt of equipment and up to handing over during plant commissioning as per Preservation Procedure attached with the Tender Document. Touch up paint to be doone as and when required as per Equipment Manufacturer"s specification. Touch up material is to be provided by Contractor. |
| 417 | PUMPS - CENTRIFUGAL ROTARY PUMPS |
| 418 | Tank Farm Area Pumps- 1S72-PA-0611A/B, 1S71-PA-0411A/B/C |
| 419 | OCTANE BOOTER PUMPS-1S75-PA-9311A/B |
| 420 | HGU PEED PUMPS 1S76-PA-1003A/B |
| 421 | LPG TRANSFER PUMPS 1S76-PA-1004A/B |
| 422 | LPG OFFSPECTRANSFER PUMPS 1S76-PA-1005A/B |
| 423 | HGU NAPTHA PUMPS 1S75-PA-1212,1213 |
| 424 | PACKAGES |
| 425 | Description of Work : Receipt of Packaged Equipments (Packaged equipments are the units consists of more than one equipment i.e. Static & Rotary as well as Piping with accessories), Transportation of package equipment & Associated items from owner"s storage points to work site/ contractor"s stores, assembly of sub-assemblies, placing the equipments on foundations, fabrication, erection, welding & testing of interconnecting piping (including lube oil piping,cooling water piping etc. as per approved drawings & specification),fabrication and erection of pipe supports, levelling, aligning, including chipping and dressing of foundations, grouting and providing manpower for testingin presence of vendor according to the drawings specification, rectifying defects if any and completing the work in all respects as per drawings / specifications enclosed in the Tender document and instruction of Engineer-in Charge. Quoted rates also includes assistance to Vendors during Pre commissioning activities. Associated Piping and Grouting Works shall be paid as per respectivePiping and GroutingPrice Schedule Items. All the required Tools & Tackles, Lifting equipments, Cranes, Scaffolding, Consumables etc. is in the scope of Contractor within his quoted Price. All piping erection works associated with Packaged equipmentshall be paid as per respective Piping erection items. Weight of Piping items shall not be considered with Equipment weight for payment purpose. |
| 426 | ADDITIVE DOSAGE PACKAGE-1S75-Z-9381/9382/9383/9384 & 1S75-PA-9312 A/B |
| 427 | 1U58-Z-8496 METERING SKID |
| 428 | LIFTING EQUPMENTS |
| 429 | Installation of Lifting Equipment: Transpiration of EOT Cranes and its accessories from Owner"s warehouse / yard to worksite, assembly / sub assembly of the cranes, fixing rails and other electrical ancillaries (trailing cable, bus bar etc as applicable) including load testing at site, arranging necessary loads including their transportation to site and completing the job in all respect as per specifications and to the satisfaction of OWNER /CONSULTANT. Contractor"s scope of Work also include certification of EOT Crane from external competent authority. |
| 430 | EOT Cranes for220 kV Substation-10T |
| 431 | MATERIAL HANDLING EQUIPMENT ERECTION-CP BLOCKS/ELECTRIC HOISTS |
| 432 | CP Block- For Heat Exchanger bundle removal & Pumps Maintenance |
| 433 | CP Block - 2 Ton |
| 434 | CP Block - 3 Ton |
| 435 | Electric Hoists-For Heat Exchanger bundle removal & Pumps maintenance |
| 436 | EH - 20 Ton |
| 437 | FIRE FIGHTING EQUIPMENT -ERECTION WORK |
| 438 | FIREFIGHTING AND SAFETY EQUIPMENT :ERECTION of fire fighting & safety equipment including transportation of equipments from warehouse to works site,supplying and fixing of nuts, bolts, washers, gaskets (as per specs.) needed for fixing the equipment with matching flange etc. |
| 439 | Installation of Double headed stand post type Fire hydrant valves |
| 440 | i) Stand post |
| 441 | ii) Hydrant valves |
| 442 | Installation of Landing valves for Double Headed Fire Hydrant at technological structures and building |
| 443 | i) Hydrant landing valves |
| 444 | Installation of Hose Box – Double Door Self-Standing Type for Process Area |
| 445 | Installation of Hose Box – Double Door Wall-mounting Type for Technological structures and building |
| 446 | Installation of Fire Hose |
| 447 | Installation of Fast action nozzle |
| 448 | Installation of Water cum foam monitor (500-750-1000 GPM) |
| 449 | Installation of High Volume Long Range Water cum Foam Monitor(1000-1500-2000 GPM) |
| 450 | Installation of Medium Velocity Water Spray Nozzles |
| 451 | Installation of High Velocity Water Spray Nozzles |
| 452 | First-Aid Fire Fighting Equipment (Installation Only) |
| 453 | Installation of Dry Chemical Powder Extinguisher – 10 kg (outdoor) |
| 454 | Installation of Dry Chemical Powder Extinguisher – 10 kg (indoor) |
| 455 | Installation of Dry Chemical Powder Extinguisher – 25 kg |
| 456 | Installation of Dry Chemical Powder Extinguisher – 75 kg |
| 457 | Installation of Dry Chemical Powder Extinguisher – 50 kg |
| 458 | Installation of Carbon-Di-Oxide Extinguisher – 4.5 kg (indoor) |
| 459 | Installation of Sand bucket ( 4 buckets in row) |
| 460 | Installation of Fist Aid Kit |
| 461 | Installation of Safety shower & Eye wash station |
| 462 | Installation of Eye wash station |
| 463 | Installation of 63 mm male instantaneous coupling SS, ASTM A351, Gr CF8M(2-1/2" X 4 outlets) (Foam) |
| 464 | Windsock |
| 465 | Safety Goggles |
| 466 | Acid Proof Aprons |
| 467 | MEFG with eductor |
| 468 | Installation of Hydrant Manifold ( 6 X 63mm instantaneous coupling ) |
| 469 | Installation of Four way hydrant (with pumper connection) |
| 470 | Installation of Electrical Safety Kit |
| 471 | Installation of Safety Signs (Field) |
| 472 | Fire Extinguisher |
| 473 | Manual Call Point |
| 474 | Eye Wash |
| 475 | Deluge Release Push Button |
| 476 | Manual Deluge Valve |
| 477 | Installation of Safety Signs (Building) |
| 478 | Fire Exit (Illuminated) |
| 479 | First Aid Box |
| 480 | Fire Exit (Double Sided) |
| 481 | Emergency Exit (Turn Right) |
| 482 | Emergency Exit (Turn Left) |
| 483 | Eye Wash |
| 484 | No Unauthurized Entry |
| 485 | Pressurised Cylinder Storage Area |
| 486 | Danger Electrical Hazard |
| 487 | Fire Extinguisher |
| 488 | Manual Call Point |
| 489 | Safety Goggles |
| 490 | Acid Proof Aprons |
| 491 | FIRE FIGTING EQUIPMENT :ERECTION of fire fighting equipment including transportation of equipments from owner"s store to works site, supplying and fixing of nuts, bolts, washers, gaskets (as per specs.) needed for fixing the equipment with matching flange etc. |
| 492 | Installation of Automatic deluge valve |
| 493 | 200NB |
| 494 | 150NB |
| 495 | 100NB |
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