Tender For 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, Sagar-Madhya Pradesh

TDR : 52962429

Tender Notice
BOQ

20 Days Left

Sagar , Madhya Pradesh

Tender Brief : Tender For 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

Document Fees
₹ 29500 /-

EMD
₹ 2444000.0 /-

Tender Value
₹ 23.21 Crore /-

Submission Date
06-01-2026

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	PIPING-OFFSITES
2	PIPING (ABOVE GROUND) :-Transportation of all piping items from Owners storage point to work site/work shop; fabrication including cutting, edge preparation, (inclusive of grinding the edges of pipe, pipe spools, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required); fitup, bending, preheating wherever required, welding, threading, and laying of pipes and pipe spools (spools along with supports) of all types and thickness over sleepers, overhead on racks and at all elevations, hook-ups with existing piping, connecting with equipment nozzles, strainers, steam traps, static mixers, sight flow indicators, thermal sleeve, orifice assemblies, spray nozzles, rotameters, tappings for pressure gauges, thermowells, sample connections, sample coolers, closed sample system cabinets etc. and fixing of gaskets, bolts, nuts including application of torque wherever requiredandall other inline instruments and fittings, like elbows, reducers, tees, flanges, spectacle blinds and spacer and blinds, piping specials such as mitres and fabricated fittings, vents, drains (but excluding reinforcingpads), SW valves upto 1.5 NB, Steam Supply/ Condensate Recovery stations(Cast/Fabricated), Supplyandwelding of Strip as per EIL Std 7-51-0112 to all pipes before hydro-testing at exit points of Units for earthing purpose; alignment, cleaningandflushing by water/compressed air,hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified draining, drying by compressed air, performing Positive Material Identification(PMI) using alloy analysers, completing all such works in all respects (including preparation of isometrics as mentioned in the Scope of Work for the job) as per the specifications, drawings and instructions of Engineer-in-Charge. PMI shall be performed by third party as defined in PMI spec.Rates for tubing (if any) shall include rates for valves, fittings, all in line instruments and testing etc. Carbon steel piping includes LTCS piping also. Erectionof all inline instruments like flow instrumentsandspecialty items like static mixers, sample coolers, thermal sleeve, air mixers, exhaust head, rupture disk, flow meters, venturi tube, flame arrestor, thermal flow switch etc. except valve shall be considered as part of piping and separate payment shall not be made on this account. Note: Necessary development of land, construction of temporary warehouse and dismantling & clearing of land after completion of work shall be in the bidder’s scope and the cost for carrying out such activity of work shall be deemed to be included in the item rate. No separate payment shall be made on account of this.
3	CARBON STEEL PIPING (NON IBR); THK. <= 10MM
4	FABRICATION (BUTT WELD- MANUAL)
5	NB UPTO 1.5 INCH
6	NB 2 INCH - 6 INCH
7	NB 8 INCH - 14 INCH
8	NB 16 INCH - 24 INCH
9	NB 26 INCH - 36 INCH
10	FABRICATION (FILLET WELD)
11	NB UPTO 1.5 INCH
12	NB 2 INCH - 6 INCH
13	NB 8 INCH - 14 INCH
14	NB 16 INCH - 24 INCH
15	ERECTION (OTHER THAN SPOOL)
16	NB UPTO 1.5 INCH
17	NB 2 INCH - 6 INCH
18	NB 8 INCH - 14 INCH
19	NB 16 INCH - 24 INCH
20	NB 26 INCH - 36 INCH
21	CARBON STEEL PIPING (NON IBR); THK. > 10MM AND <= 20MM
22	FABRICATION (BUTT WELD- MANUAL)
23	NB 38 INCH - 48 INCH
24	ERECTION (OTHER THAN SPOOL)
25	NB 38 INCH - 48 INCH
26	VALVES :- Transportation of all types of valves (Including special valves and motor operatedvalves) from Owners storage points to contractors stores/worksite and installation of valvesfor 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 valvesandSelf actuating valves all details and rates shall be as per Instrumentation SOR.
27	FLANGED/WAFER VALVES INCLUDING MOV (UPTO 600#)
28	NB2.000 INCHES
29	NB4.000 INCHES
30	NB6.000 INCHES
31	NB8.000 INCHES
32	NB 10.000 INCHES
33	NB 12.000 INCHES
34	NB 14.000 INCHES
35	NB 18.000 INCHES
36	NB 20.000 INCHES
37	NB 24.000 INCHES
38	NB 36.000 INCHES
39	NB 48.000 INCHES
40	REINFORCING PADS FOR PIPES :- Fabrication ofreinforcingpads for pipeconnection wherever required (from pipes only suppliedbytheOwner) and erection, fitup, weldingandtesting (including DP/MP) if required of the same and performing Positive Material Identification(PMI) using alloy analysers as per the specifications, drawings and instructions ofthe Engineer-in-Charge. Note: Sizes mentioned forReinforcing Pads are for branch pipe
41	C.S REINFORCING PADS
42	NB2.000 INCHES
43	NB4.000 INCHES
44	NB6.000 INCHES
45	NB8.000 INCHES
46	NB 18.000 INCHES
47	NB 20.000 INCHES
48	NB 36.000 INCHES
49	RADIOGRAPHY :- Performance of radiographic inspection on piping of all typesandthicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specificationsand 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.
50	FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION)
51	NB0.750 INCHES
52	NB1.000 INCHES
53	NB1.500 INCHES
54	NB2.000 INCHES
55	NB4.000 INCHES
56	NB6.000 INCHES
57	NB 18.000 INCHES
58	FOR JOINTS ABOVE THK. 8MM
59	NB8.000 INCHES
60	NB 10.000 INCHES
61	NB 12.000 INCHES
62	NB 14.000 INCHES
63	NB 18.000 INCHES
64	NB 20.000 INCHES
65	NB 24.000 INCHES
66	NB 36.000 INCHES
67	NB 48.000 INCHES
68	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.
69	DYE PENETRANT TEST
70	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; andadjustment/ alignment during precommisioning, commisioning as per the instructions ofEngineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item.
71	DUMMY PIPE SUPPORTS FOR C.S (OWNER SUPPLIED)
72	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; andadjustment/ alignment during precommisioning, commisioning as per the instructions ofEngineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item.
73	DUMMY PIPE SUPPORTS FOR C.S (CONTRACTOR SUPPLIED)
74	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 systemincluding supply of all materials, consumables recording devices, insulation materials, instruments etc., providing all normal andspecial equipmentandgadgets, 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)
75	NB4.000 INCHES
76	NB6.000 INCHES
77	NB8.000 INCHES
78	NB 10.000 INCHES
79	NB 12.000 INCHES
80	NB 14.000 INCHES
81	NB 18.000 INCHES
82	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.
83	FLAME CUTTING C.S PIPINGIBR/NON IBR
84	HACKSAW CUTTING C.S PIPINGIBR/NON IBR
85	BEVELLINGC.S PIPINGIBR/NON IBR
86	FITUP & WELDINGC.S PIPINGIBR/NON IBR
87	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.
88	C.S/A.S PIPING
89	Hook up connections with existing lines (Non-IBR): The contractor\"s scope for hook up connections withexisting lines as per process requirements/indicative sketches of hook ups/piping GADs in the existing refineryareas 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 filletwelded 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.
90	HOOK-UPS WITHOUT HOT TAPPING
91	HOOK-UP SIZES NB UPTO 1.5 INCHES
92	HOOK-UP SIZES NB 2 INCHES
93	HOOK-UP SIZES NB 4 INCHES
94	HOOK-UP SIZES NB 16 INCHES
95	HOOK-UP SIZES NB 18 INCHES
96	HOOK-UP SIZES NB 20 INCHES
97	HOOK-UP SIZES NB 24 INCHES
98	HOOK-UP SIZES NB 36 INCHES
99	HOOK-UP SIZES NB 48 INCHES
100	EVACUATION & INERTIZATION OF EXISTING PIPINGEvacuation & 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 obtaining 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 (includingfabrication 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.`````
101	Pipe size 48\" X A1A
102	Pipe size 36\" X A1A
103	Pipe size 24\" X A1A
104	Pipe size 20\" X A1A
105	Pipe size 18\" X A1A
106	Supply and installation of valves
107	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.
108	Ball valve Dia . 10 Inch Piping Material Class A94A.
109	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 inthe 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 (fabricationas 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.
110	PAINTING OF UNINSULATED SURFACES FOR HIGHLY CORROSIVEENVIRONMENT AS PER EIL SPEC B957-000-06-42-PLS-01
111	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\".
112	PIPES
113	NB: .75 Inches
114	NB: 1 Inches
115	NB: 1.5 Inches
116	NB: 2 Inches
117	NB: 4 Inches
118	NB: 6 Inches
119	NB: 8 Inches
120	NB: 10Inches
121	NB: 12Inches
122	NB: 14Inches
123	NB: 16Inches
124	NB: 18Inches
125	NB: 20Inches
126	NB: 24Inches
127	NB: 36Inches
128	NB: 48Inches
129	VALVES
130	NB: 2 Inches
131	NB: 4 Inches
132	NB: 6 Inches
133	NB: 8 Inches
134	NB: 10Inches
135	NB: 12Inches
136	NB: 14Inches
137	NB: 18Inches
138	NB: 20Inches
139	NB: 24Inches
140	NB: 36Inches
141	NB: 48Inches
142	EQUIPMENT - ROTATING
143	Handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owner\"s storage points to work site / contractor\"s stores, assembly of sub-assemblies, field assembly (as applicable) placing the equipment on foundations,(including some amount of cutting, welding & field joints wherever required), levelling, aligning, fixation of foundation bolts, providing (including supply) packing / shim plates (as applicable), including chipping & dressing of foundations, grouting (including supply and application of grout material, equipment base frame filling as per vendor recommendation with specified grout), cleaning and flushing, draining and drying, purging of lines, and providing manpower and tools / equipmentforNDT, testing, carrying out trial and start-up runs and testing under supervision of manufacture\"s / customer personnel, rectifying defects (if any), insulation (as applicable),precommissioning and commissioning (as applicable) and completing the work in all respects as per drawings, job specifications / scope of work and instructions of Engineer-in-charge for each equipment including drivers and accessories, as listed below.NOTE: Scope also includes erection, fabrication, insulation (as applicable), welding & field joints wherever required, installation & NDT of vendor supplied prefabricated spools / commercial length between various skids of an equipment package (payable at the rate provided against piping SOR items).
144	Pump Packages (all types) with drivers, auxiliaries and accessories.
145	All Types of Pumps (Electric Motor Driven) along with driver, auxiliaries and accessories (Single Skid).
146	Revamp of Centrifugal Pumps
147	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.
148	STRUCTURAL STEEL WORKSSPEC NO. 6-68-0006
149	General Steel Works - FIM Items
150	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.
151	General Steel Works - Non FIM Items
152	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.
153	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:2062at 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, edgepreparation, 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.
154	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.
155	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:2062at 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, edgepreparation, 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.
156	Painting - Non FIM Items
157	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).
158	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).
159	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)
160	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)
161	Barricading Structure - Non FIM Item
162	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.
163	STRUCTURAL STEEL WORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6-68-0007)
164	Yst 355 IS 4923
165	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).
166	MS Chequered Plates - Non FIM Items
167	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).
168	MS Grating Cat. A,B - Non FIM Items
169	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).
170	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.
171	Hand Railing 1000mm - Non FIM Items
172	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).
173	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).
174	Hand Railing 500mm - Non FIM Items
175	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).
176	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).
177	Steelwork - Non FIM Items
178	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.
179	SAFETY (REFER EIL SPECIFICATION)
180	Safety Structures - Non FIM Items
181	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.
182	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.
183	GENERAL CIVIL
184	Supply and installation of valves
185	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.
186	Gate valve for following nominal sizes and piping material class
187	Dia . 2 InchPiping Material Class J2A
188	Dia . 6 InchPiping Material Class J2A
189	Modification Works
190	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
191	Flame cutting CS piping
192	Hacksaw cutting CS piping
193	Beveling CS piping
194	Fit-up and welding CS piping
195	Removal and re-installation of fire hydrant
196	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)
197	Removal and re-installation of fire monitor
198	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 flangeas per specification, drawings and directions of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material).
199	Removal and re-installation of Deluge valve
200	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, connecting detection network piping,fittings etc. complete for deluge valve skid assembly as per specification, drawings and directions of Engineer-in-Charge.
201	NDT Testing
202	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
203	DP TEST LENGTH(BW&SW)
204	MAGNETIC PARTICLE TEST
205	RADIOGRAPHY :- Performance of radiographic inspection on piping of all types & 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 specificationsand 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 Contractor\"s fault and for additional radiography necessitated due to poor performance of contractor\"s welders shall be done at contractor\"s cost) Note: Unit for radiography quantity is \"Nos of circumferential weld joints\".
206	FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING)
207	Nominal Dia. 4 Inch
208	Nominal Dia. 6 Inch
209	FOR JOINTS THK. > 8 (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING)
210	Nominal Dia. 8 Inch
211	Nominal Dia. 12 Inch
212	Nominal Dia. 16 Inch
213	Nominal Dia. 10 Inch
214	Nominal Dia. 18 Inch
215	Nominal Dia. 14 Inch
216	Installation of Valve
217	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)
218	Flanged/ Wafer Valves
219	Nominal Dia. 12 Inch
220	Dismantling works
221	Removal of existing A/G piping
222	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.
223	For C.S. A/G Pipe of following nominal dia.
224	Nominal Dia 10 Inch
225	Nominal Dia 14 Inch
226	Nominal Dia 18 Inch
227	Removal of existing U/G piping
228	Removal of existing U/G piping including excavation in all types of soils except soft rock and hard rock, including supply of any additional material required so as to expose the pipes for removal / dismantling, taking all safety precautions, supporting existing U/G services, dewatering of surface / sub-surface water as required to facilitate dismantling of pipes, cutting of pipes in appropriate lengths for transporting purpose, removal of soft material from bottom of trench and compacting, backfilling with available selected earth including re-excavating the deposited soil excavated earlier, breaking clods, laying in thickness not exceeding 15cms, watering rolling and ramming by manual methods / mechanical Compactors to achieve 90% laboratory maximum dry density as per IS:2720 Part VII or 85% relative density as per IS:2720 part XIV as applicable, stacking of serviceable / unserviceable material, transporting and stacking of all piping material to Owner\"s storage point, disposal of unserviceable material anywhere outside the complex etc. , all complete as per directions of Engineer-in-Charge.(Disposal areas shall be arranged by thecontractor at his own cost. The rate quoted shall include all royalties, right-of-way etc. complete.)
229	For CS Piping dismantling, Thickness <=10 mm , For following Nominal Sizes
230	NB upto 1.5 inch
231	NB 2 inch - 6 inch
232	NB 8 inch - 14 inch
233	Dismantling/ Removal of A/G Valves
234	Dismantling/ Removal of valve installed in A/G piping including unbolting, cutting as required, providing supporting/ lowering arrangements and any other arrangementsincluding providing all tools and tackles required, taking all safety precautions etc. complete as per specifications drawingsand direction of Engineer-in-charge including transportation of dismantled valve, bolts and gaskets to the owner\"s storage point.For Flanged/ Wafer Valves of following nominal size
235	Nominal Dia 4 Inch
236	Removal of 3LPE coating
237	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.
238	Fabrication and Erection of piping (underground)
239	FABRICATION AND ERECTION OF PIPING (SPEC. NO.6-65-0030 and 6-44-0012) : Laying and joining of Carbon Steel pipes and specials underground including transportation of all material from Owner\"s storage point to worksite, earthwork in excavation in all types of soilEXCLUDING SOFT ROCK AND HARD ROCK for pipe trenches, saddles, etc. including dewatering of rain and /or sub soil water, shoring & strutting if required, dressing of sides, levelining, grading & ramming of bottom of trench, cutting of pipes if required, fitup, edge preparation, providing corrosion protection tape coating as per specification, on pipes and specials, laying the pipes in trenches to required alignment and levels, welding the same after laying, installation of flanges, blind flanges, tapping for pressure gauges, temperature gauges and all other online instruments and fittings like elbows, reducers, tees, flanges, spectacle blinds and spacer blinds etc., as per piping material specification, fixing of nuts, bolts, gaskets and washers, welding, corrosion protection coating of field joints, cutting of road wherever required and making good the same, testing for the corrosion protection coating as per specification, cleaning and flushing by water/ compressed air, hydrostatic/ pnuematic testing of the system, flushing, backfilling the trenches with select material from available excavated soil including re-excavating the deposited soil excavated earlier, breaking clods and laying in layers of 15 cm compacted thickness, watering, compacting with mechanical means like vibro rammers etc. to 90% of dry density as per IS:2720 Part-VII, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete as per drawings, specifications and instructions of Engineer-in-Charge including connecting the pipes to manhole, including return of all unused / scrap pipe to owner\"s storage point (Pipes and fittings shall be supplied by owner as free issuematerial.) (Depth of excavation for pipe trench shall be upto 3.0m)
240	Carbon SteelPiping (Non IBR), Thickness <=10 mm
241	Fabrication, For the following nominal sizes
242	NB 2 inch - 6 inch
243	NB 8 inch - 14 inch
244	NB 16 inch - 24 inch
245	Erection including corrosion protection coating, for Water System (Pressure Piping), Forfollowing Nominal Sizes
246	NB 2 inch - 6 inch
247	NB 8 inch - 14 inch
248	NB 16 inch - 24 inch
249	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.
250	Dia of branch pipe 4 Inch
251	Dia of branch pipe 6 Inch
252	Dia of branch pipe 10 Inch
253	Dia of branch pipe 12 Inch
254	Laying and joining of externally 3L PE pre-coated Carbon Steel pipes and specials underground including transportation of all material from Owner\"s storage point to worksite, earthwork in excavation in all types of soils excluding soft rock and hard rock,for pipe trenches, saddles, etc. including dewatering, shoring and strutting if required, dressing of sides, levelling, grading and ramming of bottoms, cutting of pipes to required lengths if required, edge preparation, laying the pipes in trenches to required alignment and levels, welding the same after laying, installation of flanges, blind flanges, tapping for pressure gauges, temperature gauges and all other online instruments, fixing of nuts, bolts, gaskets and washers, welding, carrying out repairs of coating defects not attributed to owner (i.e. defects occurring after taking over of pipes from owner), coating of all field weld joints etc. as per specification, including supply of coating material for field joints,inspection and testing for the corrosion protection coating as per specification, cutting of road wherever required and making good the same,hydrostatic testing of the system, flushing, backfilling the trenches with select material from available excavated soil including re-excavating the deposited soil excavated earlier, breaking clods and laying in layers of 15 cm compacted thickness, watering, compacting with mechanical means like vibro rammers etc. to 90% of dry density as per IS:2720 Part- VII or 85% relative density as per IS: 2720 Part XIV as applicable, making good the surface, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete as per drawings, specifications and instructions of Engineer-in-Charge including connecting the pipes to manhole, including return of all unused / scrap pipes and specials to owner\"s storage point (All the materials except Pre-coated Pipes and fittings shall be supplied by contractor)(Pre-coated Pipes and fittings shall be issued free of cost by Owner.) (Depth of excavation for pipe trench shall be upto 3.0m)
255	Carbon SteelPiping (Non IBR), Thickness <=10 mm
256	Fabrication, For the following nominal sizes
257	NB 2 inch - 6 inch
258	NB 8 inch - 14 inch
259	NB 16 inch - 24 inch
260	Erection including corrosion protection coating of field joints, for Water System (Pressure Piping), Forfollowing Nominal Sizes
261	NB 2 inch - 6 inch
262	NB 8 inch - 14 inch
263	NB 16 inch - 24 inch
264	Erection including corrosion protection coating of field joints, for Waste Water Collection System (Gravity Flow), for following Nominal Sizes
265	NB 2 inch - 6 inch
266	NB 8 inch - 14 inch
267	Supply, fabrication and Erection of piping(underground)
268	Water System Galvanised Pressure Piping (Under Ground) (Screwed)
269	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).
270	Nominal Dia 1 InchPiping Class J2A
271	Nominal Dia 4 InchPiping Class J2A
272	Water System Galvanised Pressure Piping (Under Ground) (Welded)
273	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, elbows etc., cutting the pipes to required lengths,welding, providing cold galvanising with zinc coating compound on surfaces where galvanising has been burnt off, earthwork in excavation for trenches, etc. in all types of soil except soft rock and hard rock, including dewatering, shoring and strutting if required, dressing of sides, levelling, grading and ramming of bottoms,including laying of pipes in trenches, jointing the pipes and fittings with welded/ flanged connections, hydrostatic testing of the piping, backfilling the trenches with selected/approved earth fill material, cutting of roads wherever required, making good the road surface after laying, disposal of surplus earth at a designated area anywhere within complex limit etc., complete as per specifications, drawings and directions of Engineer-in-Charge. For following Nominal Size and Piping Material Class .
274	Nominal Dia 6 InchPiping class J2A
275	Nominal Dia 8 InchPiping class J2A
276	Supply, fabrication and Erection of piping (Above ground)
277	Fire water spray/ sprinkler/ detection system G.I. PIPING A/G (Welded)
278	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.
279	Nominal Dia. 6 InchPiping Material Class J2A
280	Nominal Dia. 8 InchPiping Material Class J2A
281	fire fighting equipment\"s
282	S/I Portable/ trolley mounted Extinguishers
283	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.
284	Capacity 9 kg
285	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.
286	Capacity 75 kg
287	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)
288	Stand Post type fire hydrant ( Double outlet)
289	Water/ water cum foam monitor
290	Type-II Hose Box chamber including all items inside the chamber, fixing in position with anchor bolts/ PCC Blockin foundation, including all civil works and supply of all materials including cement etc. (hose box and inside accessories supplied free of cost by owner)
291	3LPE coating
292	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.
293	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
294	PROJECTS
295	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.
296	SKILLED MANPOWER
297	Piping welder (Arc & TiG)
298	Mill Wright Fitter / Rotary Mechanic
299	Instrument Technician
300	Electrician
301	Valve Mechanic
302	SEMI SKILLED MANPOWER
303	Piping /Structural fitter
304	Structural Welder
305	Gas cutter
306	Grinder/Driller
307	Rigger
308	Concrete chipper
309	UNSKILLED MANPOWER
310	Helper/ Assistants
311	Commissioning Operator
312	Commissioning Operator(Qualification: Degree with 3 years experience or Diploma with 5 years experience)
313	Fork -Lift Operator
314	Fork -Lift Operator (1 man Month =26 days @8 hours per day duty).
315	Commissioning supervisor
316	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).
317	\"Hydra\" type Crane
318	Providing \"Hydra\" type Crane (12 Ton Capacity wheel mounted ) including fuel, lube and operator & helper charges, slings web -belts d -shackles, guiding ropes etc.for lifting/shifting/loading/unloading material like pipes ,equipment, fittings, pipe-spools, concrete blocks, drums, boxes boulders, crates, scraps etc, 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 pro-rata basis) NEED BASE
319	TRAILER
320	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
321	Supervisor
322	Supervisor
323	Flame proof Torches
324	Flame proof Torches- Rechargeable (with height intensity)
325	WIRE MESH
326	Supply of 40/80 wire-Mesh ss for covering strainers /filters
327	RUBBER HOSES
328	Supply of Rubber hoses ( 1\", 15 mtr length, pressure-500 Psi)
329	Fire Hoses
330	Supply of fire Hoses with connector for fire hydrants. (Dia 63 mm. length-15 mtr as per relevant International specifications.
331	Transportation
332	To and Fro transportation for all electrical, instruments,mechanical items from site /store (EiL) within 50 km radius as per instruction of engineer-in charge. Suitable packing shall be included in quoted rates.
333	Safety Supervisor
334	Safety Supervisor
335	Safety Engineer
336	Safety Engineer
337	HSE Engineer
338	HSE Engineer
339	\"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.\"

Tender Documents

SR No	FileName	File Description
1	Click here to download tender document	Tender Documents
2	Click here to download tender document	Tender Documents
3	Click here to download tender document	Tender Documents
4	Click here to download tender document	Tender Documents
5	Click here to download tender document	Tender Documents

Also Visit

Tenders

Madhya Pradesh Tenders

Services Tenders

Mechanical Engineering Services Tenders

Mechanical engineering Service Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For 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, Sagar-Madhya Pradesh

Tender Documents

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For 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, Sagar-Madhya Pradesh

Tender Documents

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us