Indian Oil Corporation Limited Tender
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Indian Oil Corporation Limited - IOCL Tender
Eprocure
Opening Date15 Sep 2021
Closing Date2 Oct 2021
Tender Amount₹ 1,48,19,290
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Indian Oil West Bengal State Office Engineering Invite Tender For Modification Of Pipeline Manifold And Tanks Input Lines And Nozzles At Durgapur Terminal
Description
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Contact
Tender Id
2021_ERO_140213_1Bid Award Id
ViewTender No
RCC/ERO/37/2021-22/PT-77Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
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Documents
Special_Instructions_to_the_Bidders_20210705
BOQ Items
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50 mm dia
50
-
363
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25 mm dia
50
-
306
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Supply of following Slip On flanges OR Weld neck type- WNRF conforming to ASTM A- 105 Class 150; ANSI B 16.9
-
-
-
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300 mm dia
70
-
10065
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Supply of following BLRF flanges conforming to ASTM A- 105 Class 150; ANSI B 16.9
-
-
-
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300 mm dia
20
-
6250
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PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.
outing.
90 Deg LR elbow (1.5D)
-
-
-
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300 mm dia 90 Deg LR elbow (1.5D)
30
-
12582
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300 mm dia 45 Deg LR elbow (1.5D)
40
-
5591
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300 mm dia Equal Tee
20
-
10691
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300 x 300 x 200 mm Un Equal Tee
10
-
10691
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REDUCERS (CONCENTRIC) 300X200
10
-
3783
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GI PIPE Gr.C Heavy Duty IS-1239
-
-
-
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50 mm dia
100
-
483
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25 mm dia
100
-
232
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Construction (Service)
-
-
-
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Supply, Installation & grouting of cable marker (route) with suitable engraving of voltage level along the cable route, at every bend of the trench and at every 30 M in straight run for identifying and locating the cables directly buried underground. The marker shall be of cast iron 5mm thick plate with arrow indicating the route of the cable. (Refer drg. no. GDE 1267 page 1 to 2) The concreting ratio for purpose of grouting shall be 1:2:4
100
-
356.14
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Supplying, fabricating and installing following sizes of perforated GI cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling and/or fix to steel/RCC columns, beams or any other structure members with MS suspenders, angles, channels, etc complete as per the direction of IndianOil-300mm x 50mm x 2mm
2500
-
790.06
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"Flame Proof Push Button Station with Ammeter for ROSOV & DBBV
AL(LM 6) Exd. Local Control Station, with ammeter, 50Hz. T-6, Gr.IIA/IIB,IP-65, having 1No. Green Start, 1No. Red Mushroom head Stop with padlock arrangement, 10A 415V AC , contact element: 1NO+1NC, separate terminal box with 6 Nos. 2.5sqmm Elmex make terminals, 2 Nos. 0.75#ET bottom cable entry. Baliga Cat No: FPBS-52102 Finish:Epoxy light grey shade 631 of IS:5.BALIGA Control push Button Stn FPBS-52302
21
-
6850
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"Flameproof MCBDB -
415 V, 10 KA for 1 Sec, FLP distribution panel with all necessary structurals as may be required for installation & shall be suitable for gas group IIA/IIB of Baliga /FCG/Flexpro make. Having incomer: 63A, 4Pole MCB with rotary handle and power ON indication lamps with fuses - 1 no., outgoing power feeders ; 10A, 3 pole MCB with thermal + magnetic protection - 12 nos. for power distribution to MOVs.
(Note: Please also refer technical specification and drawing for all required items /components/works for this SOR item ) "
5
-
150206
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Providing earthing with 80 mm dia,3.0 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest amendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drwng. etc. all complete as per specif. & direction of Engineer-In-charge.
4
-
13070.16
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Supply & Laying Earthing 50 x 6 mm G.I. Strip as per specifications and direction of Engineer in Charge.
500
-
205.76
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S/F Cable jointing kit for 4 Core x 2.5 sq. mm with approved make jointing kit etc. as per specifications and direction of Engineer in charge
12
-
1638.24
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S/F Cable jointing kit for 4 Core x 6 sq. mm with approved make jointing kit etc. as per specifications and direction of Engineer in charge
30
-
1638.24
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ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed FRLS aluminium /copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/trench/surface/pipe, etc. wherever required as per direction of Engineer-In-charge.
-
-
-
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4-core2.5 sq. mm.
2500
-
158.07
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4-core 6 sq. mm.
2500
-
115.08
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FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
-
-
-
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4-core2.5 sq. mm.
12
-
353.95
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4-core 6 sq. mm.
30
-
429.07
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CABLE BRICK DUCT Providing & constructing underground brick duct 650mm below GL for laying of 3 cables of max. diameter 70mm, complete with supply and laying of sand, bricks & including Excavation and backfilling in all kind of soils
i) 450 mm (24 Bricks & 0.0494 cum per Mtr)
1000
-
396.61
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iv) 300 mm dia. R.C.C. pipe- Hume Pipe
120
-
770.9
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Fabrication & Erection of IOC supplied structural steel work riveted, bolted or welded in single/ built up sections,trusses & framed work hoisting, fixing in position and applying a priming coat of approved steel primer all including cutting, complete
1500
-
32.26
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Dismantling Steel work in build up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises
3000
-
2.19
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Dismantling & stacking of CI/GI/MS/SS pipe (of any specification) anywhere inside of IOC location
-
-
-
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350 mm dia pipe
60
-
881
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300 mm dia Pipe
60
-
755
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250 mm dia pipe
60
-
630
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200 mm dia pipe
60
-
504
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Dismantling of ROSOV / DBBV / MOV / GOGV / PLUG VALVE / CS GATE VALVE / QUARTER TURN VALVE / BALL VALVE/ Butterfly valves of the following sizes on the pipeline including stacking the same inside premises.
-
-
-
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350 mm dia
10
-
2014
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300 mm dia
10
-
1889
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250 mm dia
10
-
1511
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200 mm dia
10
-
1259
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150 mm dia
10
-
1007
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Structural Steel Works: Supplying, transporting, fabricating, erecting Structural steel work from rolled sections and built-up sections like flats, tees, angles, channels, plates, pipes etc for various structural elements as required in POL Terminal/Depot other than in Vertical oil storage tank. Preparation of drawing, design & specification shall be arranged by contractor at his own cost as per guidance of IOCL. Item also includes painting of structural surface as per the following painting scheme:
i. Surface preparation: St-2/St-3
ii. Primer: P4-Self Priming HB Epoxy Primer : One Coat : DFT 100-125µ
iii. Intermediate Coat: U1-Polyamide cured HB Epoxy mastic coating : One Coat: DFT 100-125µ
iv. FinishPaint: F1-Two Pack Acrylic Polyerethane (PU) : One Coat: DFT 40-50µ per coat
v. Total min DFT : 240µ
The items include supply of paints and other required meterial, scafolding, labours, tools and tackles etc. The make of Structural Steel / tubular steel shall be of SAIL/Tata/RINL/Jindal. In case some small Mild Steel sections are not manufactured by SAIL/Tata, steel of other manufactuer may be used which must confirm the relevant IS code with prior approval of Engineer-In-Charge."
6000
-
110
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LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN ZONE-A
Laying and welding (3 runs min.) above ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts) of the following sizes as described below, including cutting bevelling and fixing the supplied specials such as elbows, bends tees, reducers etc complete and hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. The job includes dye penetration (DP) testing of pipeline joints as per approved QAP.Above ground pipeline to be laid on concrete pedestals (which is to be constructed as per the respective item of this schedule)/ piperacks/ TLF shed/ pump house and manifolds and painting the pipeline as per the specifications enclosed including the colour coding as per IOC specifications. Welding of pipeline should conform to Radiography quality. 10% of the joints shall be radiograped and the cost of the same will be paid separately as per respective item etc. and as directed at site.
Note: a. Any repairs to the defective welding shall be made good at no extra cost. Re radiography of repaired joint shall also be at contractor's cost.
b. The rates quoted also to include colour coding of pipelines as per the standards.
Painting Specification: Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only.
1. Surface Preparation : as per Sa 2½2. Primer : P1- Inorganic Zinc Ethyl Silicate - Single Coat, DFT 65-75μ3. Intermediate Coat : U1- Polyamide cured HB Epoxy MIO - Single Coat, DFT 100-125μ4. Finish Coat : F1- Two Pack Acrylic Poly-Urethane (PU) - Single Coat, DFT 40-50μTotal Min DFT 215μ
-
-
-
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300 mm dia Pipe
800
-
3491
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LAYING & WELDING OF PRODUCT PIPELINE (UNDER GROUND) IN ZONE A & ZONE B
Laying and welding (3 runs min.) under ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts) of the following sizes as described below, including cutting bevelling and fixing the supplied specials such as elbows, bends tees, reducers etc complete and hydrotesting the pipelines at 10.5 KSC for a minimum period of 4 Hrs. The job includes dye penetration (DP) testing of pipeline joints as per approved QAP.Underground pipelines to be laid at a depth as per site condition/ laying through hume pipes/ culverts & painting the same as detailed in the enclosed specifications. Welding of pipeline should be to Radiography quality. 10% of the joints shall be radiographed and the cost of the same will be paid separately as per respective item etc. and as directed at site.
Note: a. Any repairs to the defective welding shall be made good at no extra cost. Re radiography of repaired joint shall also be at contractor's cost. b. Civil works for laying of UG pipeline laying will be paid separately. PaintingScheme:Application for External painting shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. 1. Surface Preparation : as per Sa 2½2.Coating:(i)1 coat Poly Urethane coating (100% Solvent free ) system-DFT 1000 μm in . OR(ii)1 coat High Build Solvent free Liquid Epoxy Coating-DFT 800 μm in. - for the following Pipe sizes
-
-
-
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300 mm dia Pipe
100
-
5384
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Radiography inspection on product pipe joints of all types and thickness including providing all necessary equipment required to perform the work as per our specification and direction of engineer-in-charge. The radiographs shall be submitted to the engineer in charge at site/ third party inspecting agency. Note: Retaking of radiography due to defective welds/ defective films/ defective workmanship etc. will be to contractor's cost. For every failure, radiography has to be done for three additional joints of same dia. at contractor's cost.
-
-
-
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300 mm dia Pipe
100
-
2820
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Provision of Saddle plates for Product & Hydrant Pipelines over pedestals including cutting and fabrication of saddle plates from supplied MS pipes and welding of the same on pipelines under pedestals with minimum 3 run of welding complete as per specifications, drawings and directions of Engineer in charge.
-
-
-
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300 mm dia Pipe
134
-
5144
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Welding of the supplied CS WNRF flanges on the pipelines with 1 run inside and two runs outside etc compete and as per specifications enclosed. BW,WNRF Flange SCH-40 require minimum 3 runs, which is equival to 3 runs FW, for SORF Flange. In addition, root weld is to be grinded to sound metal
-
-
-
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300 mm dia
70
-
4259
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Making flanged joints between flanges (WNRF/SORF/BLRF) including supplying and fixing 3 mm thick SW SS gaskets with graphite fillers, studs, nuts, bolts of approved make for the following sizes, as per IOCL specifications and site instructions. The flange joint shall also include providing and fixing multistrand copper wire/flat for bonding of product pipelines including provision of lugs.
-
-
-
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300 mm dia
90
-
4910
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Laying and welding (min 3 runs) of AG & UG Pipeline (GI IS-1239 Gr-C / MS IS -1239 Gr-C pipes) for pneumatic / service water / DG Set & Fire Pump Fuel Piping Systems following sizes of pipes at all places inside the IOCL Location. Note: a) Painting of AG & UG piping will be paid separately
b) AG piping shall also be suitably supported on the CC pedestals as per designed spacing etc., & the same will be paid separately.
c) Excavation & civil works for UG piping will be paid separately.
-
-
-
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50 mm dia
100
-
426
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25 MM DIA
100
-
213
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Fixing & Installation of the supplied ROSOV / DBBV / MOV / GOGV / PLUG VALVE / CS GATE VALVE / QUARTER TURN VALVE / BALL VALVE of the following sizes on the pipeline including supplying and fixing 3 mm thk SW SS gaskets, studs/nuts etc of approved make for the following sizes as per specifications and site instructions. Note: The rate quoted for the above items should include:
a. mechanical cleaning/greasing of the valves after erection.
b. supplying and painting the valves/ fittings etc. with two coats of P3 primer and two coats of F4 finish paint of approved colour and shade as per colour coding specifications for fittings on product/ fire hydrant lines.
c. Fittings on ethanol service shall be provided with PTFE gaskets 3mm thk.
-
-
-
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300 mm dia
19
-
9821
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80 mm dia
5
-
3777
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25 mm dia
5
-
1889
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Erecting temporary Mobile Fire Screen Wall around the place where hot work is carried out using GI sheets or non-flammable asbestos sheets. Payment will be made for total area of sheets provided. The screen needs to be moved from place to place at no extra cost.
800
-
1464
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Conducting Dye Penetration Test on the new weld joints (shell to bottom plate, pad plates for roof supports, lower deck plate with leg sleeve, manhole neck, rolling ladder, etc) after welding.
50
-
458
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Replacement of Nozzle Neck in Tank Shell with suitable pipe Plate as per API-650: Scope includes careful removal of welding between nozzles and shell plates / reinforcement plate by light pencil grinding without damaging them, rewelding of radio-graphic quality, radiography of welded joints, DP test of weld between each nozzle and reinforcement plate/shell plate to be done after root run and after complete welding, pneumatic test of reinforcement plate / shell plate to be done after welding completion at 15 psi and touch-up painting of welded areas with zinc rich primer and Aluminium/Synthetic enamel finish paint of same shade as existing on the tank. Internal surface of manhole neck will be painted with one coat of zinc rich primer and two coats of epoxy tank liner, as per IS 803 and B&R drawings. In case the weld joint is found defective, rectification & re-testing by vendor to be done free of cost.
All Safety precautions to be adhered during hot work. Scope includes supply of all the materials, tools and tackles. Steel Plates used shall conform to IS 2062 (for manhole neck). Material specification for nozzle neck shall be SA -106 Gr. B when nozzle size is upto and including 250 mm dia. Neck of nozzle shall be fabricated from plates of material specification IS: 226/2062 when the nozzle size is more than 250mm dia. Scope of work also includes supply of flanges, making flanged joints including supply of all the materials, etc all complete. In case of damage to the same during gouging, rectification to be done at no extra cost. All the scrapped/dismantled material to be the property of the contractor.
- for tank shell NOZZLE of 300 mm dia of neck thickness 12.7 mm (SCH-XS)
6
-
48886
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HYDRO-TESTING OF TANKS: Hydro-testing of vertical storage tanks to be carried out by filling water in stages upto full height, recording settlement / plumb at suitable number of points, etc and after emptying out water in stages after hydrotesting. the job includes Cleaning of tank after hydrotest, boxing up of tank after completion of all works & inspection, including supplying and fixing new gasket along with bolts & nuts confirming to IS 1363 & 1367 and washers of approved quality for all Manholes, Nozzles, Inlet /outlet valves, water draw off valves, etc. complete & as per instruction at site. Water required for the hydro-testing of tank shall be provided by IOCL within terminal premises or paid for separately as per water supply item in this contract. Water conveying pipes, water pumps, all material and labour, as required shall be arranged by the contractor Including providing rubber gasket for hydrotesting. However the vendor shall make all neccessary arrangemens to pump the water into tank & to drain out the water also at no extra cost to IOCL.This rate is universally applicable for all vertical Tank sizes & capacities
6
-
53806
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Conducting hydrotest of the nozzles/manholes replaced by providing test arrangement as per given Drg no. WR/M&I/01. Scope includes supply and welding of box arrangement as shown in the sketch (either of the two options). In case option 2 is followed, the box will have to be cut carefully without damaging the shell and making area ground smooth after the test. Instead of square box, circular box of suitable dia to cover the weld joint of nozzle to shell will also suffice. The scope includes making arrangement of filling water into the box, providing pressure gauge, hand pump, blind nozzle etc as required. The hydrotest will be carried out at max 1.5 times the hydrostatic pressure i.e. 3.5 kg/cm2.
6
-
24182
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Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. i) 1:3:6 or richer mix (i/c equivalent design mix)
15
-
1550.86
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Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge
10
-
1312.04
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge
20
-
2262.5
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place.i) All kinds of Soil.
240
-
225.21
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m
50
-
196.06
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Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. i) Local Fine Sand within grading zone IV
140
-
1355.16
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Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
15
-
5586.94
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Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.i) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
65
-
6889.39
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Centering and shuttering including strutting, propping etc. and removal of form for :i) Foundations,footings,bases of columns, etc. for mass concrete
300
-
254.26
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Centering and shuttering including strutting, propping etc. and removal of form for :v) Columns, Pillars, Piers, Abutments, Posts and Struts.
350
-
654.91
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Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels. i)Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786
6300
-
74.53
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Providing and laying cement plaster on surfaces with fine sand including curing etc.i) 12 mm cement plaster of mix1:4(1 cement: 4 fine sand)
350
-
238.39
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
350
-
53.56
... More
Painting with silicon & acrylic emulsion based water thinnable approved brand and manufacture on wet or patchy portion of plastered surfaces: two coats
350
-
115.19
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