Indian Oil Corporation Limited Tender

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Indian Oil Corporation Limited - IOCL Tender

Works
Transportation and Logistics
Eprocure
Opening Date17 Feb 2025
Closing Date3 Mar 2025
Tender Amount₹ 1,61,76,865.88 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Mechanical Work In Tank Tk 14 And Tk 15 At Patna Terminal

Description

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BOQ Items

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DO_NOT_SHOW

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150 mm NB, Wall Thickness 6.35

300

3255

976500

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CS Pipe Conforming to ASME B36.10, API 5LGr. B PSL1, ASTM A106, PE, Seamless.

-

-

-

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100 mm dia, Sch 40

24

2661

63864

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80 mm dia, Sch 40

140

2028

283920

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50 mm dia, Sch 40

84

1198

100632

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25 mm dia, Sch 80

200

855

171000

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LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN ZONE-B 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 2½ 2. Primer : P3-Red Oxide Zinc Phosphate Primer : Two Coats: DFT-30-35µ per coat 3. Finish Coat : F2-Aluminium Finish Paint : Two Coats : DFT-15-20µ per coat Total Min DFT 90µ

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-

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200 mm dia pipe

84

2579

216636

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150 mm dia pipe

276

1934

533784

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100 mm dia pipe

24

1289

30936

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80 mm dia pipe

140

978

136920

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50 mm dia pipe

84

249

20952.96

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25 mm dia pipe

200

166

33260

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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. c. Wrapping/Coating to be done as per specification given below & detailed specification given in tender document. i) Sand blast to SA 2.5 ii) Apply a coat of primer (Coal Tar and solvent based primer) of density 0.90 to 0.95 gms/cm3 and viscosity of 1000-2000 centipoise (Pypkote primer manufacture by IWL or its equivalent) at the rate of 100 gms/sq.m. The primer shall be allowed to dry until the solvent evaporates and the surface becomes tacky. iii) Pypkote AW 4mm tape is wound around the pipe in spiral fashion and bonded completely to the primer coated surface of the pipe by thermo fusion process and with recommended overlaps as per manufacturers’ specifications. The overlaps are sealed by the same thermo fusion process. 250mm is left uncoated on either end of the pipe to permit installation and welding.

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-

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200 mm dia pipe

12

4330

51960

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150 mm dia pipe

24

3287

78888

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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. Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing. 90 Deg LR elbow (1.5D)

-

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-

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200 mm dia

12

4431

53172

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150 mm dia

14

2068

28952

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100 mm dia

2

838

1676

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80 mm dia

28

581

16268

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50 mm dia

28

217

6076

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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. Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing. 45 Deg LR elbow (1.5D)

-

-

-

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200 mm dia

8

2757

22056

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150 mm dia

14

1546

21644

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100 mm dia

2

601

1202

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80 mm dia

28

356

9968

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50 mm dia

28

138

3864

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Supply of following Slip On flanges (Weld neck type- WNRF) conforming to ASTM A- 105 Class 150; ANSI B 16.9

-

-

-

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200 mm dia

30

4923

147690

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150 mm dia

30

2855

85650

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100 mm dia

8

1823

14584

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80 mm dia

28

1477

41356

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50 mm dia

28

620

17360

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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.

-

-

-

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200 mm dia

30

3400

102000

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150 mm dia

30

2550

76500

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100 mm dia

8

1700

13600

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80 mm dia

28

1276

35728

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50 mm dia

28

760

21302.68

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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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200 mm dia

15

3919

58785

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150 mm dia

15

2638

39570

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100 mm dia

4

1932

7728

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80 mm dia

12

1093

13116

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50 mm dia

12

682

8184

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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. Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing. Equal Tee

-

-

-

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200 mm dia

4

5140

20560

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150 mm dia

4

2707

10828

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Fixing & Installation of the supplied ROSOV / DBBV / MOV / GOGV / PLUG VALVE / CS GATE VALVE / QUARTER TURN VALVE / BALL VALVE/NRV/ARV/TRV/STRAINERS 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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200 mm dia

17

7840

133280

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150 mm dia

22

5277

116094

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25 mm dia

10

2261

22610

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Mounting, installing, aligning, testing and commissioning of all static & rotary equipment including those supplied by IOCL as per specification, manufacturer's drawings, instructions at site. Note: a) The equipment shall be supplied anywhere within the premises and the contractor shall undertake to lead the same to the foundations at no extra cost. b) The cost of RCC foundation, grouting, MS Structural steel etc shall be measured & paid separately under respective civil items. c) Painting with approved make, colour, shade including colour coding as per specifications shall be part of rate quoted. d) Item includes provision of Mill rate fitter, required dial gauges & aligning all the rotary equipment within the tolerance limits. e) Item rate includes provision of Coupling guard for all rotary equipments.-Bio Diesel Transfer Pump with Motor

3

18188

54566.34

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Providing and fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTMA792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge. Laps suggested as per Engineer-incharge

-

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-

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Profile Sheet for roofing.

500

1320

660485

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Plain sheet for Flashings/ Aprons (Upto 600 mm)

200

362

72420

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Plain Sheet for Ridges (500 - 600mm).

100

395

39521

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Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,all conforming to relevant Indian Standards and as approved by Engineer-in-charge : 16mm dia x 400mm long with 75 mm dia x 5 mm thick plate

48

109

5274.72

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Supply of CS Basket strainer, RF FLGD., ASME B16.5, CLASS 150, Flgd Cover with 0.75" Screwed Drain Plug, SMLS, SS 304L Screen, Serrated to 125 AARH, ASTM A 106 with Differential Pressure gauge. Davit arm, isolation valve at both end of the differential pressure gauge as per tender specification. Note: For Size up to 100 mm NB, Body shall be Carbon Steel as per ASTM A 216 Gr WCB

-

-

-

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200 mm dia

3

155107

465321.66

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Supplying the following sizes of CS Check Valves (flanged) as per Specification for Pump, TK Discharge Header and TLF Header

-

-

-

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150 mm dia

5

33801

169007.3

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Supply of Auto Recirculation valve, Body - ASTM A216 WCB, Trim - 13% Cr steel, RF flgd, ASME B16.5, Class 150 as per specification

-

-

-

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150 mm dia

3

97504

292512.93

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Supply of Thermal relief valves : Thermal safety valve, RF,ASME 16.5,CL150,125AARH,ASTM 216WCB,ANSI 410 SS,Gland packing Graphited asbestos,mfg std, API 520 as per specificatio

-

-

-

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25 mm dia

10

14726

147264.7

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Supply of Fall Arrestor System consisting of Shock absorber with tensioner, Wire rope of minimum 8 mm dia SS 316, Cable Extremity 8 mmdia SS 316 with extremity plates 2 nos per ONLY Bay, 2 nos Carriage Body orTraveller SS 316, 2 nos Anti-static Full harness, 2 nos Retractableblock SS 316 for Loading/Unloading sheds/ gantries as per enclosedspecification & drawings

2

154493

308987.18

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Supply of Retractable Platform (MOC:Aluminium) as per enclosed specifications & drawing for TLF/TLD Shed.

2

303442

606885.66

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Installation of supplied Fall Arrestor System consisting of Shockabsorber with tensioner, Wire rope of minimum 8 mm dia SS 316, CableExtremity 8 mm dia SS 316 with extremity plates 2 nos per Bay, 2 nosCarriage Body or Traveller SS 316, 2 nos Anti-static Full harness, 2 nosRetractable block SS 316 for Loading/ Unloading sheds/ gantries as perenclosed specification & drawings.Note: The MS structural members required for installation of FallArrestor system shall be paid under respective item of the priceschedule

2

33628

67257.32

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Installation of Retractable Platform MOC: Aluminium as per enclosed specifications & drawing for TLF/TLD Shed.

2

15928

31857.58

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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.

42000

131

5502000

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STRUCTURAL STEEL GRATING: Supplying, transporting, fabricating in factory, Electroforged rectangular gratings as per layout drawings with plain bearing bar and Cross Bars duly press locked into bearing bar by electrofusion. Gratings shall be duly hot dip galvanized after fabrication given in the detailed specification with minimum thickness of galvanising of average 85 microns all through the sectional area, & erecting in position and fixing in position mild steel Grating welded/ bolted/placed with adequate clamps wherevever applicable in floors, platforms, staircase steps, trench covers, landings etc. including cutting for openings wherever required as specified and directed at all floors at all levels etc. complete. The grating shall confirm to the typical section details of grating as shown in drawing . This works includes setting in position in Footpath/ Gutter/Drains/Floors to the required level and line over a bed of 20mm Average thick cement mortar (1:3). NOTE: The Grating shall be factory made, i.e. fabricated & Hot dip Gavanised in shop & transported to site for erection.

10000

130

1300000

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Supplying the following sizes of CS Ball Valves (flanged) Fire Safe as per Specification

15

8522

127835.85

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Installation of supplied CS ball valve 50 MM

15

1330

19955.7

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Preparation & consolidation of subgrade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth dressing to camber & concolidating with road roller including making good the undulations etc. and re-rolling the sub-grade & disposal of surplus earth within premises.

-

-

-

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Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge.

-

-

-

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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge

-

-

-

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Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih vibratory compaction & of approved size and design / shape, shade and manufacturers and as per IOCL's specifications. The paver blocks shall have peripheral chamfer, with average crushing strength as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, compacting with machine vibrator to required line and level, etc. complete. (Payment for provision of edge restraints shall be made separately)

-

-

-

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M40 grade 80 mm thick reflective type Lacquered finish

-

-

-

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Providing & laying design mix cement concrete of M-30 grade, in roads/ driveways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as/approved & specified design criteria,providing dowel bars with sleeve/ tie bars wherever reqd,laying at site,spreading & compacting,mechanically by using needle & surface vibrators, vacuum dewatering, leveling to required slope /camber finishing with required texture, including steel form work with sturdy MS.channel sections, curing, making provision for contraction/expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants,complete all as/direction of Engineer- in-Charge (Item of Joint fillers, sealants, Dowel bar with sleeve / tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.

-

-

-

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Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer.

20

8170

163414.8

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Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels

-

-

-

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Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786

2000

74

149060

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600

-

-

-

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i) All kinds of Soil

200

162

32464

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Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete

180

627

113038.2

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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.

-

-

-

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Local Coarse Sand within grading zone II/III

20

1892

37851.6

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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:

-

-

-

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1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)

10

6059

60595.8

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1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)

10

5586

55869.4

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Centering and shuttering including strutting, propping etc. and removal of form work for:

-

-

-

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Foundations,footings,bases of column

50

254

12713

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Retaining/return wall, wall (any Thickness) including attached pilaster buttresses, plinth & string courses, fillets, kerbs&steps etc

200

543

108774

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Columns, piers, abutment, pillars,posts & struts

100

654

65491

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Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth

-

-

-

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Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH

20

5691

113830.2

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Providing and laying cement plaster on surfaces with fine sand including curing etc.

-

-

-

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12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)

200

238

47638

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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.

-

-

-

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1:3:6 or richer mix (i/c equivalent design mix)

15

1550

23262.3

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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

10

2262

22625

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i) Providing earthing with 100 mm dia, 3.0M long C.I pipe as per IS:3043 (with latest ammendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drawing all complete as per specification & direction of Engineer In-charge

10

13070

130701

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Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following :

-

-

-

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50 x 6 mm G.I. Strip

300

205

61728

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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.

-

-

-

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i) All kinds of Soil

-

-

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