Indian Oil Corporation Limited Tender
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Indian Oil Corporation Limited - IOCL Tender
Paints and Enamels
Eprocure
Opening Date17 Dec 2024
Closing Date8 Jan 2025
Tender Amount₹ 54,49,485.01
Costs
EMD
₹ 16,080Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_PHBHL_182626_1Bid Award Id
ViewTender No
PHBTS24052Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
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For Liquid Mounted Primary seal: Supply of neoprene rubber seal (2.5 mm thick X 1600 mm width for covering foamseal ) alongwith octo gonal PU Block (018 Grade, 305 x 305 ), with specific Gravity of 0.018 to 0.020 confirming to ASTM D-3574) alongwith suitable hol ding bar and Stainless steel 304 grade fastners and For Secondary seal : supply of PU coated Nylon reinforced vapor barrier of 2 mm thickness with SS 304 Compression plates of 18 gauge thickness and wipers for weather plate etc all materials shall be supplied by reputed make as per instruction of EIC including of supply of Stainless steel 304 grade fastners etc as per direction of site engin eer/EIC. (Refer SCC for material specifications, appx. dia of rim space is Dia= 8 mtr,the overlap space to be counted once for measu rement).
30
16350
490513.5
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FLANGE (WNRF/SORF):
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-
-
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4" NB, WNRF/SORF flange, S32101 (lean alloyed duplex)/S32205 or equivalent grade (duplex) grade stainless steel, ASTM A182, ASME B1 6.5, 150#, Forged F60 /Plate Fabricated
4
9333
37333.32
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4", WNRF FLANGE, ASTM A105,ANSI - 150# (B 16.5)
2
1084
2168.78
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3" NB, WNRF/SORF flange, S32101 (lean alloyed duplex)/S32205 or equivalent grade (duplex) grade stainless steel, ASTM A182, ASME B1 6.5, 150#, Forged F60 /Plate Fabricated
52
4536
235888.64
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3", WNRF FLANGE, ASTM A105,ANSI - 150# (B 16.5)
2
738
1476.82
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10", WNRF FLANGE, ASTM A105,ANSI - 150# (B 16.5)
2
4096
8193.86
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90 DEGREE LR BEND:
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-
-
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4" diameter welded/seamless 90 deg. Bend S32101 (lean alloyed duplex)/S32205 or equivalent grade (duplex) grade stainless steel, AST M A790, Schedule 40 S, 0.237"/ 6.02 mm W.T.
9
5500
49500
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3" diameter welded/seamless 90 deg. Bend S32101 (lean alloyed duplex)/S32205 or equivalent grade (duplex) grade stainless steel, AST M A790, Schedule 40 S, 0.216"/ 5.49 mm W.T.
25
6201
155039.5
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45 DEGREE LR BEND:
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-
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"4"" diameter welded/seamless 45 deg. Bend S32101 (lean alloyed duplex)/S32205 or equivalent grade (duplex) grade stainless steel, ASTM A790, Schedule 40 S, 0.237""/ 6.02 mm W.T. "
2
3500
7000
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3" diameter welded/seamless 45 deg. Bend S32101 (lean alloyed duplex)/S32205 or equivalent grade (duplex) grade stainless steel, A STM A790, Schedule 40 S, 0.216"/ 5.49 mm W.T.
13
4889
63564.93
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EQUAL TEE:
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-
-
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4" x 4" x 4" equal tee, welded/seamless, S32101 (lean alloyed duplex) /S32205 or equivalent grade (duplex) grade stainless steel, S chedule 40 S, 0.237"/ 6.02 mm W.T.
2
8352
16705.64
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3" x 3" x 3" equal tee, welded/seamless, S32101 (lean alloyed duplex) /S32205 or equivalent grade (duplex) grade stainless steel, S chedule 40 S, 0.216"/ 5.49 mm W.T.
8
4371
34968.32
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CONCENTRIC REDUCER:
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-
-
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4" x 3" concentric reducer, welded/seamless, S32101 (lean alloyed duplex) /S32205 (duplex) or equivalent grade grade stainless ste el, Schedule 40
2
5924
11849.46
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3" x 2.5" concentric reducer, welded/seamless, S32101 (lean alloyed duplex) /S32205 or equivalent grade (duplex) grade stainless st eel, Schedule 40
2
4458
8917.62
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WATER AND FOAM DISPERSING FACILITIES:
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-
-
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1/2" 3000 LB SS 316L / S32101 (lean alloyed duplex) /S32205 (duplex) or equivalent grade stainless steel half coupling for fixing s prinkler nozzles.
20
502
10051.4
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Supply of SS316/SS 316L / S32101 (lean alloyed duplex) /S32205 or equivalent grade (duplex) grade stainless steel sprinkler nozzle w ith K factor 64 as per instruction of EIC.
20
900
18005
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Supply of 1" 300 LB half coupling for fixing drain valves of foam pourersystem
2
461
922.48
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Foam maker - Seamless SS 316L
2
29218
58436.02
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"""Supply of Galvanic Cathodic Protection (CP) for Tank Bottom (productside): Supply of Aluminium-Indium-Zinc Alloy Sacrificial Anodes as per detailed technical specifications mentioned in tender ."""
100
836
83613
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Supply of Stainless Steel 304 grade fastners and studs M20x90mm,M24x120mm,M16x60mm,M20x100mm,M16x90mm and any size with SS nut bolts with 2 nos of SS washers with each nut bolt as per instruction of EIC.
0.3
362590
108777.26
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Supply of High Tension fasteners and studs M20x90mm,M24x120mm,M16x60mm,M20x100mm,M16x90mm and any size with HT nut bolts with 2 no’s of washers with each nut bolt as per instruction of EIC.
0.3
125000
37500
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GATE VALVES:
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-
-
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4"x ANSI 150# HOV F/F API 600 Gate Valve
1
16141
16141.94
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3"x ANSI 150# HOV F/F API 600 Gate Valve
10
14428
144286
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BALL VALVES:
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-
-
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Supply of 1" ball valve for Foam and Fire line Drain (1" F/F ANSI 600# A/G, BALL VALVE- BS 5351/ ISO 17292)
6
14589
87538.26
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SWMG GASKET (As per ASME 16.20):
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-
-
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10" SWMG ANSI 150#
2
412
824.12
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4" SWMG ANSI 150#
2
194
388.3
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3" SWMG ANSI 150#
2
156
313.94
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Service Items
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-
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Composite Items
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-
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PART I MECHANICAL WORKS
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-
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Dismantling of the corroded portion of the roof top deck surface by gouging to remove at welded portion and by gas cutting only, to cut the plates where gouging is not required. Transportation of the same to owners storage site within the station premises, sta cking of the materials, taking delivery and transportation of 5/6 mm plates from owners supply points to the work site, fabrication, erection, straghtening of new plates by jacking or other means, welding of new plates in place of corroded portion of the roof whic h are removed earlier.. Testing of lap weld joints with soap solution under 3 PSI with vaccum, for leak proofness including supply o f all equipments, materials (except owner supplied 5/6 mm plates) consumables, labour etc. required for execution of the work, compl ete in all respects as per the instructions of the E-I-C / Site Engineer. The payment shall be made on the basis of actual quantity of plates erected for roof repair/ replacement.
2
20652
41304.7
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Dismantling of the corroded portion of the bottom plate by gouging to remove at welded portion and by gas cutting only, to cu t the plates where gouging is not required. Transportation of the same to owners storage site within the station premises, stacking of the materials, taking delivery and transportation of 8 mm/5 mm plates from owners supply points to the work site, fabrication, er ection, straghtening of new plates by jacking or other means, welding of new plates in place of corroded portion of the bottom plate which are removed earlier. Testing of lap weld joints with soap solution under 2 PSI with vaccum, for leak proofness including supp ly of all equipments, materials (except owner supplied plates with any thickness) consumables, labour etc. required for execution of the work, complete in all respects as per the instructions of the E-I-C / Site Engineer. A min light intensity of 100 foot candles (1076 lux) is to be maintained at the areas where fabrication, welding, surface preparation and painting work is being carried out. The payment shall be made on the basis of actual quantity of plates erected for roof repair/ replacement. Flameproof & sparkless lig hting with white light shall be done inside the tank during the period of work.
3
16577
49733.31
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"""Roof top deck cutting & re-welding:- Dismantling/ removing of roof's top deck steel plates by gouging for working (welding, paint ing,etc.) onthe lower deck and upon completion of the work, welding back the removed plates at the same place as per the instruction s of EIC including alltools, tackles, equipments, manpower etc. Testing of weld joints is tobe done by vacuum box (covered in separate SOR items) as per site conditions and instructions of EIC/ Site Engineer."""
0.5
23766
11883.06
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"""Repair/ Replacement of Wind Girder:- Gouging (from primary wind girder/ shell weld location/ secondary wind girder) and cutting o f old 8mm/ 10mm wind girder plates of wind girder and both sides of wind girder support, toe-board, taking delivery of owner supplie d plates (8mm/ 10mm thick plates) from the owner's stock yard to the work site, fabrication, making perforations, erection at existi ng position including modification required for sloping outwards, testing of weld joints, supply of equipments, manpowers, tools, ta ckles, consumables, non-consumables etc. to complete the work in all respects as per directions of EIC/ Site Engineer and tender spe cifications. Testing of weld joints is to be done by vacuum box/ oil chalk/ DP test (covered in separate SOR items) as per site cond itions and instructions of EIC/ Site Engineer. The payment shall be made on the basis of actual quantity of plates erected for repai r/ replacement. """
0.5
30958
15479.28
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Shell window cutting of 6 mm shell lowest course plate for taking plates inside the tank and refitting of the shell plate after com pletion of bottom plate repair work as per the instructions of EIC, including edge preparation & fitment, welding of shell plate b y E7018 electrodes, stress reliving treatment(PWHT) of welded portion, radiography testing of weld portion,carrying out Dye penetran t test etc as per instruction of EIC
8
7910
63280
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Shell repair work by patch work in corroded portion of tank shell by owner supplied 5mm/8 mm / 10 mm thick plates and padding of win d girderby owner supplied 5mm/8 mm / 10 mm steel plates as per the instructionsof EIC, including bending of 5mm/8mm /10 mm coupon pl ates as perrequirement, edge preparation & fitment, welding of shell coupon,carrying out DP test etc
2
2733
5466.06
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Installation, testing and commissioning of flexible joint type roof drain system including supervision from manufacturer complete a s per the drawing etc.
1
192500
192500
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Strengthening of Lap/ overhead/ butt joints of roof by depositing additional weld beads (two runs with 3.15mm/ 4.0mm AWS6013) wher ever required to restore the joints to the fillet size of 5mm/ 6mm including supply of all labours, equipments, consumables, tools, tackles etc. required to complete the job in all respects as per the instruction of EIC/ Site Engineer. Testing of weld joints is to be done by vacuum box/ DP test (covered in separate SOR items) as per site conditions and instructions of EIC/ Site Engineer.
200
136
27374
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Strengthening of tank bottom plate lap joints, annular plate,sketch plates,shell to bottom plate joint,primary wind girder,secondary wind girder joints by depositing multi runs additional weld beads (multi runs with 3.15mm/ 4.0mm AWS7018) wherever required to res tore the joints to the required fillet size of 16 mm including supply of all labour, equipments , consumables, etc.., required to c omplete the job in all respects as per the instructions of Site engineer/E-I-C.
200
312
62556
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Bituminous carpet Rectification and replacement of crude oil soaked sand under Tank Bottom Plates and tankpad, including removal of damaged bitumon padding, supply of bitumen & gravels as per requirement, mixing these components by heating including supply of all tools & tackles, spreading the bitumen mixtures over the bottom & compacting it to achive the desired strength for an average thick ness of 50mm & disposal of debris of damaged bitumen padding to the place designated by E-I-C.
15
365
5489.7
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MS structural steel supplying,fabricating & ercting by dismantling of existing platform,structure,, including valve operating platfo rm and corroded portion and transportation of removed structure to owners stock yard and supply and fabrication of mild steel struct ure, chequered plate, gratings, angle, chanels,weather protector sheet,rod,tube etc of reputed make, fabrication of same for truss es,rafters etc, welding, supply of labour, equipment, consumable, tools and tackles etc complete the job as per direction of site en gineer/EIC.
3
85508
256526.88
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Application of Hot dip galvanizing (120 micron) of MS structurals,pipes,fittings,gratings,angles,channels,pipe fittings etc includin g all necessary transportation of pipes,labor,material consumables and equipment as per specification and direction of EIC complete the job in all respect.
2
30897
61794.74
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Replacement of Annular plate by lifting the shell along with structural and testing of lap /butt welds by soap solutions under 3 PSI vacuum for leak proofness, DP test of shell at the joining with annular plate on both sides before welding , DP test of root & capping of radial butt weld joints in presence of site engineer, Oil-Chalk Test, including supply of labour,equipments etc. etc to complete the work as per instruction of site engineer/EIC
5
1221
6105.6
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Taking delivery of owner supplied plates, rolling, fabrication of water draw off sump , carrying out oil chalk test, dismantling of existing sump, fixing of new sump, compaction ramming of foundation including supply of equipements, consumables, labour, tools and tackles for completing the job in all respect as per direction of site enginneer
1
25000
25000
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Taking delivery of owner supplied plates/pipes, fabriacation and installation of roof sump inclusive of all inputs such as labour, m aterials, tools, tackles, etc required to complete the job as per the enclosed sketch and direction of E-I-C.(Roof drain sump size & no: 12" (1 No.).
1
21500
21500
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Dismantling of corroded pontoon manholes from top deck plate taking delievry of owner supplied plates, rolling, fabrication and weld ing of pontoon manholes, pontoon covers with lifting handles complete as per existing design inclusive of all tools &tackles, consum ables, labour etc to complete the workas per design/technical specifications and as per thedirection of E-I-C.
2
1794
3588.08
... More
Dismantling of corroded existing roof pipe supports/ sleeve pipes supply, fabrication, welding of new pipe supports with 3"dia sch 8 0 pipes without any butt joint, sleeves with 4" dia Sch. 40 pipes fabrication and welding of reinforcement pad around 4" sleeve pipe s on top deck as well as bottom side of bottom deck with owner supplied plate inclusive of consumables, labour, tools & tackles etc as per direction of EIC.
2
6855
13710.28
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"Dismantling works (NPS - All size): Dismantling of old piping includingvalves, fittings, support structures / clamps etc by gas cut ting /deseaming / unbolting etc, transportation to Owners yard and properstacking. The scope shall include piping (except for dip-ha tch and roofdrain piping) of all sizes upto schedule 80 installed at all heights.[Note: The unit of measurement shall be Inch-Meter]"
1500
77
116820
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"Fabrication works (NPS - All sizes; stainless steel) : Design (if required) and fabrication of piping including fittings etc of spr inklerand foam lines of all sizes upto schedule 80 and installed at allelevations [Note: The unit of measurement shall be Inch-Dia. Supply ofpipes shall be in Owners scope]"
200
663
132608
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"Erection (NPS - All sizes; stainless steel) : Assembling, hydrotestingand installation of piping systems of sprinkler and foam line s of allsizes upto schedule 80 and installed at all heights along with steelsupport structures. [Note: The unit of measurement shall be Inch-Meter]"
1500
93
140445
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Supply and fixing up of extruded PVC insulated multistrand armourless 100 Sq.MM flexible copper cable(M/s Finolex) with end copper l ugs and brass bolts as per EIC instruction including supply of tools, tackles, labours etc. to complete the work to all respects as per instructions of EIC/Site Engineer.
20
1948
38976.4
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Installation of Galvanic Cathodic Protection (CP) for Tank Bottom(product side): Installation, Testing and Commissioning of Sacrific ial Anodes AL-IN-ZN Alloy including supply and installation of fasteners, epoxy coatings like Powercrete R-95/equivalent for carryin g out the work of providing Cathodic Protection to Tank bottom plates, in Crude Oil Tank at PHBPL, Haldia as per terms and conditio ns of the Tender and instructions of Engineer-in-Charge/ Site Engineer.
100
537
53786
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Modification in existing Diphatch: Modification of existing dip hatch system including supply & installation of structural steel for the supports, platforms as per requirement/ design, inclusive of supply of 8mm brass plates, 25mm thick neoprene rubber sheet, bras s rollers with brackets, neoprene rubber 20mm thick (1mx1m), guide rollers, CAF gasket 3mm thick, nut bolts, etc., as per design/ dr awing & specifications and inclusive of all tools, tackles, consumables, labours etc. to complete the work as per design/ technical specifications and as per the direction of EIC/ Site Engineer.
1
40121
40121.85
... More
Emergency Drain fabrication: Taking delivery of owner supplied plates, rolling, fabrication of bucket type emergency drain with cano py, as per drawing, fit up, welding including supply of equipments, consumables, labours, tools & tackles to complete the work in al l respects as per direction of EIC/ Site Engineer.
2
16531
33062
... More
Breather Valves: De-assembling, cleaning, testing & assembling tank breather valve, cutting, shifting, fabrication & welding of brea ther valve piping connected to roof (near seal) as per tender drawing including pipe & bend (in different SOR items), closing the ea rlier breather valve opening (near seal) with 5 mm plates including the supply of stainless steel wire mesh for breather valve, tool s, tackles, consumables, manpower, consumables, non-consumables etc. to complete the job in all respects as per the directions of EI C/ Site Engineer and tender specifications. Note: Cutting of roof top deck for this work is covered in separate SOR item.
2
10815
21631.1
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PART-II PAINTING WORK
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-
-
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Surface preparation by copper slag blasting (conforming to SA 2 1/2 surface finish) . The blasted surface shall have surface profile of 50-70 microns. Supply of all equipments, tools & tackles, consumables, labour, etc. to complete the work to all respects shall b e in scope of contractor.
277
249
69033.94
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Surface preparation by copper slag blasting (conforming to St2 sweep blasting surface finish) .Supply of all equipment's, tools & ta ckles, consumables, labour, etc. to complete the work to all respects shall be in scope of contractor. Area of work:Bottom plate for scanning purpose of 250 KL tank only+ roof for visual inspection
130
223
29009.5
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"Roof top (upper deck and associated appurtenances) and Shell (shell external, all attachments, cooling rings, foam lines, wind gird ers, shell internal 1.8m from top) Painting - Supply and application of One coat of - Inorganic Zinc Silicate (P1) with minimum 75 microns DFT by spray application, followed by one coat of Mist coat / sealer coat (P3) with minimum 25-30 microns DFT .followed by two coat of Intermediate - Surface tolerant epoxy (P3) with minimum 125 microns DFT or single coat of 250 microns by spray application, and then Topcoat Aliphatic polyuret hane (T1) minimum 50microns DFT by spray application including supply and application of paints, stripe coat on all weld joints pr ojection supply of all equipment’s, tools & tackles, labour etc. as per specifications of manufacturer and directions / instructions of EIC. The total DFT shall be minimum 375 microns, inclusive of labour, tools & tackles to complete the work in all respects as pe r specification and instructions of the site engineer / EIC. Min 20% paint wastage will be considered in all paint irrespective of D FT as per paint data sheet. Area of work: Roof, shell, drainpipe, water draw off pipes,staircase, cooling rings, foam lines etc . Note: Mist coat should be applied over zinc silicate primer [Note :separate SOR item exist for scaffolding]"
65
806
52390
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"Tank internals (Bottom / sketch /annular plates, sump, nozzles, piping, shell up to 1.5 m and other attachments) Blasting & paintin g- Surface preparation with Water wash followed by abrasive (copper slag) blasting conforming SA 2.5 and profile of 40 to 70µm in Tank Bottom surface including water draw off piping, sumps, internal surface of shell up to 14.5 M from the tank bottom, [Note :separate SOR item exist for scaffolding) Supply and application of one coat of Primer - Epoxy Primer (P2) to a DFT of minimum 75microns fol lowed by two coat of Topcoat - Solvent free epoxy tank lining (L1) to a DFT of minimum 200microns per coat or single coat of 400 m icrons by Airless spray, by brush for stripe coat, carrying out MIBK test, Cross cut test, holiday test to detect any pinholes ,salt spray test/salt contamination test in every 1000SQM etc. The total DFT shall be minimum 475 microns, inclusive of labour, tools & t ackles to complete the work in all respects as per specification and instructions of the site engineer / EIC. Min 20% paint wastage will be considered in all paint irrespective of DFT as per paint data sheet."
90
1090
98100
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"Roof deck internal (Pontoon) Painting : Supply and application of Surface tolerant epoxy (P3) with minimum 100 microns DFT inclusive of labour, tools & tackles to complete the work in all respects as per specification and instructions of the site engineer / EIC. Min 20% paint wastage will be considered in all paint irrespective of DFT as per paint data sheet. Area of work: Roof deck internal (Pontoon)"
150
176
26499
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"Soil side Blasting & painting of bottom & annular plates – Surface preparation - Water wash followed by Abrasive (copper slag) blasting conforming SA 2.0 and profile of 40 to 70µm & Painting : Supply & application of 1 coat of Self- Priming modified coal tar epoxy (M1) of 200 microns or two coats of 100 microns each. The areas shall include soil side of bottom and annular plates. Scope also includes supply of paints, all consumables, tools, tackles, equipment’s, manpower, non-consumables etc. to complete the work in all respects as per directions of EIC/ Site Engineer."
60
461
27699.6
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PART-III BOXING UP OF TANK
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-
-
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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content :With water thinnable cement primer on wall surface having VOC content less than 50 grams/ litre.
150
69
10474.5
... More
Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/10 sqm) on exist ing cement paint surface.
150
116
17440.5
... More
Reflective 3D radium sticker supply and printing(background sticker and lettering) and application in tank including pasting and fix ing with supply of all labours,tools tackles,scaffolding pipes working at any height etc for tank number ,capacity, service ,shell n ozzles, numbering of foam pourer, spray nozzle designation , earthing nos., owner's name (Indian Oil ) with monogram painted on four sides (90 degrees apart) of tank,pontoon boxes,leg supports,MOV,Inlet,outlet,roof drain pipes,water draw off pipes etc as per instr uction of EIC
600
178
107256
... More
Boxing up of the 250 KL tank including supply and fitment of SWMG gaskets(as per API 601) between all flange connections, tighteni ng as per direction of site engineer/EIC.Fitment of nuts/studs/bolts of all roof and shell manholes, clean out doors, Roof drain, wa ter drain, product drain, Inlet / Outlet nozzles, all body & manifold valves,sprinkler line,foamline valves, roof drain, water drain , product drain valves etc as per instruction of EIC shall be in contarctors scope.
1
41250
41250
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PART - IV CIVIL WORKS
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-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources]
25
7285
182126.25
... More
Centering and shuttering including strutting, propping etc. and removal of formwork for :Foundations, footings, bases of columns, et c.
30
331
9946.2
... More
Neat cement cementing
50
73
3651.5
... More
CEMENT PLASTER IN TWO COATS : 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand ) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
25
464
11618.75
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)
2
7421
14842.8
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level :1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources]
5
8983
44916.85
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : Thermo-Mechanically Treated bars of grade Fe-500D or more
50
97
4859
... More
Service Items
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-
-
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"PART-I DESLUDGING / DEGASSIFICATION & PREPATORY WORK"
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-
-
... More
Locking of roof on supporting legs of 250 KL tank (Dia 8m , Height :6.5 M)
2
2500
5000
... More
Opening of shell manholes,flush out door and roof manholes and other appurtenances of 250 KL tank as per instruction of EIC
10
8500
85000
... More
Dismantling, transportation and storing of neoprene seal and secondary seal with related material in the owner's storeyard and re-in stallation of foam seal, secondary seal, weather plate, etc as per the instruction of EIC/ Site Engineer
30
1484
44524.5
... More
Barricading for the height of 8 m around the tank by GI corrugated sheet
250
295
73817.5
... More
Making of ramp & dismatling of the same after work at the flushout doors/ to enable the placement of truck/accessibility of persons for loading/shifting of sludge.
1
4951
4951
... More
Cutting of dykes /making of ramp or a combination of two to enable movement of tractor/truck to dump the sludge .
1
37097
37097.5
... More
Installation and running of flame proof eductor for ventillation for gas freeing the tank in shell manhole and roof manholes throug hout repair and maintennace period as per the directions of EIC
2
19458
38917
... More
Blinding and deblinding of all inlet-outlets , etc of 250 KL tank with supply of stud/nut , blinds and other consumables , non-cons umables required,if required along with disposal of residual crude/oil water mix in the inlet and outline line as per EIC's directio ns.
2
32380
64760
... More
Installation of piping (approximately 200 mts, provision of pump,installation,connecting and pumping of residual crude oil in tank t o another tank(through water draw off or product drain line)OR on branch line provided in inlet line.
15
935
14025
... More
"Entry into tank, measurement of sludge in presence of EIC/Site Engineer ,removal of residual sludge, loading into the trucks,trans portation and disposal of sludge in the designated location insidethe plant as per direction of EIC, taking all safety precautionsincluding supply of all trucks, tools and tackles, breathing apparatus,fire and safety appliances etc. to complete the jo b as per the directionof EIC and cleaning & restoration of roads due to spillage of sludge during transportation. "
5
560
2803.9
... More
Thorough scrapping of the inside of the tank and appurtenances etc as per direction of site engineer including supply of tools, tac kles, labour, etc., to complete the work in all respects, cleaning of surrounding areas for inspection of the tank after taking all precautions as per specifications and directions of Engineer-in-charge.
120
25
3039.6
... More
PART-II MECHANICAL WORKS
-
-
-
... More
Dismantling of the existing roof drain piping inclusive of existing flexible hose,spool pipe, check valves and cutting of old flang es, inside tank from sump to shell, transportting the dismantled materials to the owners store yard in station premises, supply of all tools, tackles, labours and consumables to complete the work to all respects as per directions of Engineer-in-Charge/Site-Engine er.
1
35000
35000
... More
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, eq uipments, consumables, non-consumables and submission of reports etc. to complete the work as per API 650 latest edition and instruc tions of EIC/ Site Engineer.
-
-
-
... More
Vacuum Box Test
20
87
1743.6
... More
Dye Penetration Test
20
157
3152.2
... More
Oil Chalk Test
20
120
2416.4
... More
Scanning and Inpection of the surface of bottom plates by floor scanners based on Low Frequency Electromagnetic Technique (LFET) and submission of detailed report of bottom plates as per the instructions of Engineer-in-Charge.
60
269
16174.2
... More
Inspection of primary wind girder and secondary wind girder areas of shell of the tank for a width of 10cm by floor scanner based on low frequency Electromagnetic Technique (LEFT) and submission of detailed report of bottom plates as per the instructions of EIC.
15
272
4089
... More
PART-III PAINTING WORK
-
-
-
... More
Erection of double steel scaffolding for working at heights in line with all safety guidelines indicated in tender and instructions of Engineer-in-Charge/Site-Engineer. Supply of all tools, tackles, materials, consumables, labours and erection works shall be in th e scope of contractor.
250
223
55852.5
... More
Dehumidification of tank internal (Dia: 8 m, height: 6.5 m) during blasting and painting to maintain conditions as per specification s indicated in tender as 55% humidity and temperature between 25-35 C along with supply of dehumidifer,blowers & condensers. Uninte rrupted dehumidification conditions shall be maintained till the bottom painting activities are over. Supply of dehumidifiers, conde nsers and all equipments to maintain required conditions during painting activities shall be in the scope of contractor.
1
306666
306666.66
... More
Submission of 4 sets of complete tank drawings, approved dimensional drawings like roof,bottom, water sump,all pipings,sprinkler lin e,foam line,inlet outlet,primay wind girder,secondary wind girder, detailed earthpit,funnel,stirrer motors,staircase,rolling ladder, dipping platform,foam dam,inter connection line,earth pits,hume pipe network,surface drain,periphery drain,all JB boxes,monkey ladde r,foal cylinders,rim seal piping arrangements etc complete tank drawing along with reports of repair and maintenance as per the dire ctions of EIC. Contractor shall submit 4 hardcopies and 4 softcopies of all drawings and reports within 15 days of the completion of work.
1
72500
72500
... More
Hydrotesting of 250 KL tanks by making temporary arrangements from rain water harvesting ponds/Fire ponds/fire hydrant/anyother sour ce inside premises by arranging hose,pump,pipes etc for water filling in tank through water draw off point for filling of tank Meter s as per instruction of EIC, attending leakages through flange joints if any, adjustment of floating roof supports to operational he ight, draining out of water after testing etc. as per direction of site engineer (Supply of water will be done by the IOCL )
1
66666
66666.66
... More
Physical Calibration of the 250 KL by Survey method including all liaison work with the competent authority for approving th e calibration charts, preparation and submission of the charts and payment of fees to the competent authority for approval of the charts.
1
75000
75000
... More
PART - IV CIVIL WORKS
-
-
-
... More
Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge.
25
107
2693
... More
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratch es etc. complete.The work shall be done upto any height including scaffolding to work at height, curing, etc. complete in all respec ts, inclusive of cost of all materials, labour, etc. as per specifications.
50
16
826.5
... More
Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including l oading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for all lifts, co mplete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having directions for r estricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.]
3
331
993.75
... More
PART - V RIM SEAL WORKS
-
-
-
... More
Dismantling & re-installation of Two-wire based Linear heat Detection system along with all associated accessories equipment and sub systems installed on 250 KL floating roof tank of Haldia.
1
300000
300000
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