Tender For Maintenance And Inspection (M&I) Of 250 Kl Surge Relief Cum Transmix Tank At Erpl Lucknow
Tender Value
38.45 Lakhs
Estimated cost
Bid Submission
06 Aug 2026
6 days left
EMD
10000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Maintenance And Inspection (M&I) Of 250 Kl Surge Relief Cum Transmix Tank At Erpl Lucknow
BOQ
| Sl. No. | Item Description |
| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | Service |
| 3 | \\"Preparatory Works:a) Locking of floating roof of the tank on support legsb) Opening of roof manholesc) Dismantling & storage of floating roof seald) Pumping of residual oil into sump tank using pump and flexible hosese) Cleaning of oil, disposal through a combination of mechanical / manual mixing process, entry into the tank, removal and storage of left over oil which can't be pumped out further in containers supplied by owner as per the directions of Engineer-in-Charge and taking all safety precautions and degasification of the tank to make it 100% gas free.f) Opening of shell manholes\\" |
| 4 | Strengthening of weld joints (of roof upper and lower deck) by depositing single run with electrode (3.15mm diameter AWS 5.1 E-6013/AWS 5.1 E-7018) including supply of all requisite resources |
| 5 | Repair by weld-on-patch on tank roof, bottom, shell, wind girders and reinforcement plate in front of inlet- outlet nozzle: The scope of repair shall include but not limited to taking delivery of plates 5mm /6mm/8mm/14mm from Owners stock yard, transporting to site, cutting/fabricating to required size, fitment, welding and NDE including supply of tools, tackles, consumables and other requisite resources. Repair scope includes weld on patches on bottom , roof and leg support pad on bottom. NDE covered in separate SOR item: |
| 6 | Patch repair on tank roof (upper lower deck) and wind girder with 5/6mm plates |
| 7 | Patch repair on tank bottom with 5mm/6mm/8mm plates |
| 8 | Patch repair in shell:- The scope of contractor shall include cutting and bending to required dimensions of patch, fitment, welding and NDE including supply of tools, tackles, consumables and other requisite resources NDE covered in separate SOR item. this item does not include supply of steel plates |
| 9 | Installation of Primary Seal: Installation of \\"liquid mounted\\" new PolyUrethane seal as per drawing / existing practice & specifications inclusive of tools, tackles, equipments, consumables, non-consumables, manpower and supervision for completing the work in all respects as per tender specification. |
| 10 | Installation of Secondary Seal:- Installation of secondary seal system with all related accessories etc. along with provision for insertion of nozzle of foam based rim seal fire protection system inclusive of necessary equipments, consumables, tools, tackles, manpower and supervision for completing the work in all respects as per tender specifications. |
| 11 | Modification of dip hatch piping (NPS 24/4/4/4/4/4) : Dismantling (in part or full) of existing dip hatch piping, design (if need be), fabrication,assembly, testing and re-installation of dip hatch piping as per drawing/ existing design including supervision, manpower, machinery, tools,tackles, consumables and other requisite resources. [Note: The unit of measurement shall be Inch-Meter] |
| 12 | Double Steel Scaffolding:- Erection of Unit Frame type Independent Scaffold as per IS 2750 for working at heights in line with all safety guidelines, safety equipments, PPEs as indicated in the contract and as per instructions of EIC/Site Engineer. Supply of all materials,equipments, tools, tackles, materials, consumables, manpower etc. for scaffolding erection works shall be in the scope of contractor. Erection of double steel scaffolding is to be done during dismantling, erection & welding of foam pourer piping, prinkler rings/ piping, spiral stairways, primary wind girder & secondary wind girder, radium sticker works and during surface preparation and painting of tank shell. |
| 13 | Bottom & annular plate scanning:- Tank annular bottom plate scanning using the scanners based on MFL (Magnetic Flux Leakage)/ LFET (Low Frequency Electromagnetic Technique) technique inclusive all skilled/unskilled manpower, tools, tackles, consumables |
| 14 | Testing of weld joints:- Cleaning & buffing of weld joints for testing of the lap/ butt joints on the tank bottom/ top deck/ bottom deck surface/shell patches/ shell replacement/ annular plate/ tank shell piping welds by Oil Chalk test/ Dye Penetration (DP) test/ Vacuum box test by soap solution under 21 Kpa/ 3PSI vacuum for leak-proofness,including supply of all manpower, tools, tackles, equipments, consumables, non-consumables etc. to complete the work as per API 650 latest edition and instructions of EIC/ Site Engineer. |
| 15 | Vacuum box test |
| 16 | Dye penetration test |
| 17 | Weld joint strengthening of tank bottom/ Shell/ Annular lap/butt joints:- Strengthening of tank bottom/ shell/ annular lap/ butt/ fillet joints by depositing additional weld beads (with 4.0mm AWS 5.1 E7018) wherever required to restore the joints to the fillet size of 16mm including supply of all equipments, consumables, labours, tools, tackles etc. required to complete the work in all respects as per the specifications and directions of the EIC/ Site Engineer. Testing of weld joints is to be done by vacuum box/oil chalk/ DP test (covered in separate SOR items) as per site conditions and instructions of EIC/ Site Engineer. |
| 18 | Blinding of inlet, outlet & Surge Line and its TRV (NPS 36/30): Blinding of flow lines including connected TRV lines (if any) as per directions of EIC/ Site Engineer and tender specifications along with all required manpower, tools, tackles, consumables, non-consumables, supervision etc. to complete the work in all respects. |
| 19 | De-Blinding of inlet, outlet & Surge Line and its TRV (NPS 36/30): De-Blinding of flow lines including connected TRV lines (if any) as perdirections of EIC/ Site Engineer and tender specifications along it shall required manpower, tools, tackles, consumables, non-consumables,supervision etc. to complete the work in all respects. |
| 20 | Shifting of Sludge to Sludge lagoon: The scope shall include entry into tank, making manual / mechanical arrangement for collecting and shifting of sludge in trucks/trolleys placed at the clean out doors, transporting to sludge lagoon / pit located inside Owners installation including supervision, supply of all manpower, equipments, tools & tackles, PPE's, breathing apparatus, fire and safety appliances etc. to complete the job in all respects as per the direction of EIC/ Site Engineer and tender specifications. Explosive meter with calibration should be brought by the contractor to continuously monitor the LEL & oxygen level inside the tank. During transportation of sludge, the tractors should be covered properly to avoid any spillage of sludge oil mix inside the station. |
| 21 | Submission of Tank M&I Reports and Drawings:- Submission of tank M&I reports indicating as-built dimensional drawings, bottom/ roof/ shell plate repairs (i.e. position patch repair & plate's replacement), their dimensions, maintenance carried out in the tank, detailed earth pit drawings along with tank M&I reports of repair and maintenance as per the directions of EIC/ Site Engineer. Details of desludging works, foam pourer and sprinkler system, its as-built drawings, their bill of materials indicating pipe, flanges, fittings, fasteners etc. used, tank painting details indicating brand & type of paints used, flexible roof drain make, details & dimensions, any other repair & maintenance works shall be incorporated in report submitted by contractor. Contractor shall submit 2 hard copies and 2 soft copies of all the drawings and tank M&I reports to the EIC within 21 days of the completion of M&I works. |
| 22 | Water draw-off sumps fabrication:- Taking delivery of owner supplied 8mm/10mm plates, rolling, fabrication of water draw off sump(0.8m dia. & 0.6m Ht.), carrying out oil chalk test of weld joints,dismantling of existing sump, fixing of new sump, compaction ramming of foundation including supply of equipments, consumables, labours, tools &tackles etc. to complete work in all respects as per direction of EIC/Site Engineer. |
| 23 | Shell Plate butt joints strengthening:- Butt joints (both horizontal and vertical) of Shell plates shall be examined and strengthened as may be required by multi pass (4 runs) welding using AWS 5.1 E-7018 electrode of 4mm diameter and NDE including supply of all requisite resources. NDE covered in separate SOR item |
| 24 | HYDRAULIC TESTING OF THE TANK |
| 25 | This includes hydraulic testing of the tank to identify leaks and repairs required including all connected jobs like blinding/deblinding, temporary piping arrangements to fill in and empty out the water as directed by the Engineer-in Charge. Repetitive hydrotesting of tank if required on account of repair or for roof floatation test as per inspection requirement. Capacity up to 500 M3 |
| 26 | CALIBRATION OF TANKS (SCAFFOLDING MATERIAL IN CONTRACTOR'S SCOPE) |
| 27 | Calibration of the tank as per IS-2007 and IS 2008, preparing the calibration sheets on standard forms showing strapping details, calculation details and other relevant details including bottom calibration after taking measurement of dead wood etc. and certified by CPWD or Weights and Measures Department or any other equivalent government authority with all labour, instruments, erection of scaffolding etc. and delivery of calibration charts to the Engineer-in-Charge. Capacity up to 500 M3 |
| 28 | 8 NPS (8.625\\" OD x 0.250\\"/ 0.277\\"/ 0.312\\"/ 0.322\\"/ 0.375\\"/ 0.438\\" WT)API 5L/ ASTM A106/ A333 Pipe: |
| 29 | 4 NPS 4.5\\" OD x 0.237\\"/0.337\\" WT ASTM A106/ A333/ A53 Pipe: |
| 30 | 3 NPS (3.5\\" OD x 0.216\\"/ 0.438\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 31 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 32 | 4 NPS 4.5\\" OD x 0.237\\"/0.337\\" WT ASTM A106/ A333/ A53 Pipe: |
| 33 | 3 NPS (3.5\\" OD x 0.216\\"/ 0.438\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 34 | 2 NPS (2.375\\" OD x 0.218\\"/ 0.344\\" WT) ASTM A106/ A333/ A53 Pipe: |
| 35 | Pipe size 3 inch NB to 6 inch NB: |
| 36 | Pipe size 8 inch NB to 28 inch NB: |
| 37 | Composite |
| 38 | Bituminous Carpet Rectification : Supply, laying as per profile and compaction of 50mm thk bituminous carpet (Premix bitumen layer consisting 80/ 100 grade black bitumen, coarse river sand and stone ravels in the ratio of 8:25:67) under Tank Bottom/ Annular Plates including removal & disposal of damaged bitumen padding. This shall include supervision, manpower, machinery, tools, tackles, consumables, on-consumables, equipments and other requisite resources. |
| 39 | Sweep blasting of tank internals and roof upper deck:- Abrasive (CopperSlag blasting) blasting of the tank internals (bottom / shell / roof lower deck / leg supports etc) and roof upper deck conforming to SSPC-P7/NACE No. 4. |
| 40 | Primer application - Tank Internals (Bottom / sketch /annular plates,sumps, nozzles, piping, shell and other attachments) :- Final cleaning of prepared bottom surface by industrial vacuum leaning, supply and application of 1 (one) coat of Polyamide cured high build epoxy zinc phosphate primer to a DFT ofminimum 75microns. The painting area also includes small patch plate assembly. The bolt stem to be covered with tape so that it does not get painted. This item is inclusive of supplyof all required resources ( paints, equipments, manpower, consumables,tools, tackles, consumables, non-consumables etc) to complete the workin all respects as per specifications and instructions of the EIC/ SiteEngineer. |
| 41 | Painting - Tank Internals (Bottom / sketch /annular plates, sumps,nozzles, piping, shell internal below of lower deck and otherattachments) - Top Coat Painting:- After surface preparation and application of primer on entire tank internals, the primed surface shall be cleaned by industrial vacuum cleaner followed by supply and application of 2 (two) coats of solvent free High build epoxy tank liner (100% solid, Color as desired by EIC) to a DFT of minimum 200 microns per coat (grey and off-white shades for the 1st and 2nd coats respectively) or single coat of 400 microns (off white shade) by Airless spray, carrying out MIBK test, adhesion test, recording DFT, 100% holiday test to detect any pinholes etc. The painting area also includes small patch plate assembly (foranode installation). The bolt stem to be covered with tape so that it does not get painted. The total DFT (including primer) shall be minimum 475#m. This item is inclusive of supply of all required paints, all equipments, manpower, consumables, tools, tackles, consumables,non-consumables to complete the work in all respects as per specifications and instructions of the EIC/ Site Engineer. |
| 42 | Painting - Shell (shell external, all attachments, wind girders, shell internal) - One coat of inorganic Ethyl zinc silicate primer to a dry film thickness of minimum 60-75Microns by airless spray application followed by intermediate coat (1 coat x 100#m) Surface tolerant Polyamide cured epoxy high build MIO) and top 2 coat (each coat 50#m DFTof Aliphatic isocyanate polyurethane) by airless spray application, sealer coat on primed surface by airless spray, stripe coat of surface tolerant epoxyon all weld joints/ projections by brush including supply of allrequisite resources (paints, equipments, tools, tackles, manpower,consumables, non-consumables etc.) to complete the work in all respectsas per specifications and directions of the EIC/ Site Engineer. The total DFT shall be minimum 300 microns. |
| 43 | Painting - Tank Roof (upper deck and associated appurtenances) :- Onecoat of inorganic zinc silicate Primer to a dry film thickness ofminimum 60-75Microns by airless spray application followed by intermediate coat (1 coat x 125#m Surface tolerant epoxy MIO) and top 2 coat (50#m each to a DFT of Aliphatic isocyanate polyurethane) by airless spray application, sealer coat on primed surface by airless spray, stripe coat of surface tolerant epoxy on allweld joints/ projections by brush including supply of all requisite resources (paints, equipments, tools, tackles, manpower, consumables, non- onsumables etc.) to complete the work in all respects as perspecifications and directions of the EIC/ Site Engineer. The total DFTshall be minimum 400 microns. |
| 44 | Surface preparation & Primer application for Deck Internals:- Surface preparation by hand tool cleaning conforming to ST-2 and priming with 2 coat High build Red Oxide Zn-phosphate primer (30-35microns each) for internal portions ofpontoon boxes, lower side of top deck, upper side of bottom deck,structurals in between the decks, structural supports of floating roof,including the supply of paints, equipments, tools & tackles, labours,consumables etc. to complete the work as per direction of EIC/ SiteEngineer. |
| 45 | Submerged shunts : Design, supply, installation and testing of submerged shunts made up of SS-316 as per API RP 545 and NFPA 780 |
| 46 | Monogram and Tank No. shall be painted in line with Recommended Practices of OISD RP 108. Numbers should be painted at three positions, 120 degrees apart, below roof level and should be clearly visible from outside the dyke/roadside. Recommended size of letters is half meter high and 50 mm thick. Additionally, at the foot of the staircase of each tank, tank number, safe filling height, reference height and name of the product being handled should be painted clearly. Recommended size of letters is 150 mm and 12 mm thick. Luminous paint shall be preferred. |
| 47 | Structural Works (shapes/sections/bars):- The scope of structural steel work shall include supply, fabrication and erection of shapes/sections/bars of roof, staircases, rolling ladder, & railings, curb angle, roof rim angle, support structures of wind girders / coolingrings / foam lines / foam dam / peripheral seals, clamps, handles etc including supply of manpower, equipments, consumables, tools & tackles etc. complete as per drawings / |
| 48 | Structural Works (Stairway and Rolling Ladder steps):- Supply of pre-fabricated GI (thickness of Zinc coating shall be minimum 100#m )gratings and installation of the same, inclusive of welding, supply ofmanpower, equipments, consumables, non-consumables, tools, tackles etc.to complete the work in all respects as per tender specifications. |
| 49 | \\"Replacement of Roof Drain Hose pipe:a) Dismantling of the existing roof drain flexible pipingb) Supply and installation of new flexible type 3\\"\\" dia & crude oil/ HSD resistant rubberised hose pipe with SS 304, Class 150 end flanges of 9 Meter length approximately inplace of dismantled roof drain hose as per drawings, specifications & instructions of Site Engineer/ Engineer In Charge\\" |
| 50 | \\"Supply and erection of temporary fire screen/wall of 60M length X5Mheight on all sides of the Surge tank made from 22 gauge class-I GIcorrugated sheets or equivalent steel sheet for executing job includingusing tubular steel sections, structural steel, U-clamps and any othercivil items required forerection till the final commissioning isover.Contractor shall submit drawing of fire screen for approval fromsite engineer/Engineer In charge before execution of job at site.\\" |
| 51 | \\"Stairways/wind girder/rolling ladder hand rails:- Supply of 40 mm nominal diameter heavy class pipes as per IS-1239 part-I (latest) forstaiways, wind girder and sch. 80 pipe as per SA-106 GrB for rollig ladder. The pipes shall be galvanised as per IS-4736 (Zinc coatingshall be minimum 400g/m2),fabrication, welding and erection ofstairways/ hand rails including supply of all equipments, manpower,tools, tackles, consumables, non-consumables etc. to complete the job asper directions of EIC/ Site Engineer.\\" |
| 52 | Supply |
| 53 | Supply of liquid mounted Primary seal (including Neoprene rubber seal, 2.5mm thick X 1600mm width X 24 M length for covering foam block, Octagonal PU block 018 grade 305X305X 3000, with specific gravity of 0.018 to 0.020 conforming to ASTM D-3574, along with holding bars and stainless steel 304 grade fasteners and all other required material etc as per requirement and contract specification |
| 54 | Supply of Secondary seal (Supply of PU Coaed Nylon reinforced vapour barrier of 2mm thickness with SS 304 compression plate of 18 gauge thickness, width as suitable for tank daimeter of 7.64M and wipers for weather plate etc system as per contract specification |
| 55 | Foam maker - Seamless SS 316L (Capacity 200 LPM) |
| 56 | 3\\"x ANSI 150# F/F API 6D SCV (Non return Valve) |
| 57 | Steel Plate , CS, IS-2062, GRB , 8*1500*6300 mm |
| 58 | Plate , CS, IS-2062, B , 6*8000*1500 mm |
| 59 | 8\\" WNRF 150# |
| 60 | 8.625\\" ODx 0.250\\" WT IS3589 FE410 Pipe |
| 61 | 8\\" x 150# 90° LR Bends |
| 62 | 8\\"x4\\" x 300# Unequal Tee |
| 63 | 4\\" WNRF 150# |
| 64 | 4.500\\" ODx 0.237\\" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 65 | 4\\"x3\\" x Concentric Reducer X 150# |
| 66 | 3\\" WNRF 150# |
| 67 | 3.500\\" ODx 0.216\\" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe |
| 68 | 2.375\\" ODx 0.218\\" WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 69 | 8\\"x2\\" X 150# Weld-o-let |
| 70 | 2\\"x ANSI 150# HOV F/F API 600 Gate Valve |
| 71 | 3\\" ANSI 150# Equal Tee |
| 72 | 2\\"x ANSI 150# F/F API 6D SCV |
| 73 | 3\\"x2\\" x Concentric Reducer X 150# Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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