Indian Oil Corporation Limited Tender
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Indian Oil Corporation Limited - IOCL Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date28 Mar 2025
Closing Date11 Apr 2025
Tender Amount₹ 1,22,25,324.2
Costs
EMD
₹ 36,065Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of An Overhead Pipe Bridge At Haldia Jetty
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
2025_ERO_184379_1Tender No
RCC/ERO/37/2024-25/LT-204Tender 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
Revised manual painting
Special Instructions to the Bidders
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
BOQ Items
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Supply of 90 degree elbow of 500 mm dia(1.5D)
10
26608
266089.9
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Supply of 90 degree elbow of 400 mm dia(1.5D)
17
17212
292618.45
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Supply of 90 degree elbow of 300 mm dia(1.5D)
6
8532
51193.74
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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 STD or as required based on connecting pipeline thickness as per ASME B 16.5.
Generally pipelines 16" and above- thickness is 7.14 mm,
Pipelines dia 6" to 14" - thickness is 6.35 mm, Pipelines 4" and below 4.78 mm.
45 Deg LR ELBOW (1.5D)
Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.
-
-
-
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Supply of 45 degree LR Elbow of 600mm dia(1.5D)
1
24946
24946.41
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Supply of 45 degree LR Elbow of 500mm dia(1.5D)
2
22617
45235.88
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Supply of 45 degree LR Elbow of 400 mm dia(1.5D)
4
9313
37255.52
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Supply of 45 degree LR Elbow of 300 mm dia(1.5D)
1
5653
5653.63
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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 STD or as required based on connecting pipeline thickness as per ASME B 16.5.
Generally pipelines 16" and above- thickness is 7.14 mm,
Pipelines dia 6" to 14" - thickness is 6.35 mm, Pipelines 4" and below 4.78 mm.
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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SUPPLY OF EQUAL TEES
-
-
-
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600 MM
2
54050
108100.26
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500 MM
2
41577
83154.72
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400 MM
4
19956
79824.4
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300 MM
1
10811
10811.06
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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 STD or as required based on connecting pipeline thickness as per ASME B 16.5.
Generally pipelines 16" and above- thickness is 7.14 mm
Pipelines dia 6" to 14" - thickness is 6.35 mm, Pipelines 4" and below 4.78 mm.
Note: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.
UNEQUAL TEE
-
-
-
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600 x 600 x 350 mm
1
54050
54050.13
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Supply of following Blind Raised Face Flanges (BLRF) conforming to IS 2062 A Class-150
-
-
-
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600 mm dia Class 150 and dimension as per ASME B 16.5
1
26276
26276.48
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500 mm dia Class 150 and dimension as per ASME B 16.5
1
17878
17878.73
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400 mm dia Class 150 and dimension as per ASME B 16.5
2
10311
20622.84
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300 mm dia Class 150 and dimension as per ASME B 16.5
1
6320
6320.38
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Supply of following Weld Neck type Flanges conforming to ASTM A- 105 Class 150; ANSI B 16.9
-
-
-
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600MM dia 150#
9
35159
316431.63
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500 MM dia 150 #
5
26794
133972.95
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400 MM dia 150 #
12
20356
244275.84
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300 MM dia 150 #
5
10178
50892.95
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PART-B : MECHANICAL INSTALLATION
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-
-
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LAYING & WELDING OF PRODUCT PIPELINE (ABOVE GROUND) IN ZONE- A
Laying and welding (3 runs minm.) Above 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 successful hydrotesting the pipeline at a pressure of 10.5 kg/cm2 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 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 to IOCL. Re-radiography of repaired joint shall also be at contractor's cost.
b. The rates quoted also to include Painting and colour coding of pipelines as per the standards.
c. Painting Scheme : Application for External painting shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. 1. Surface Preparation : as per Sa 2½
2. Primer : P1- Inorganic Zinc Ethyl Silicate - Single Coat, DFT 65-75µ
3. Intermediate Coat : U1- Polyamide cured HB Epoxy MIO - 2 Coats , DFT 200-250µ (2 coats of 100-125µ)
4. Finish Coat : F1- Two Pack Aliphatic Acrylic Poly-Urethane (PU) - 2 Coats, DFT 50-60µ (2 coats of 25-30µ).
Total Min DFT 315µ
-
-
-
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600 mm dia pipe
60
6965
417942
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500 mm dia pipe
80
5804
464356.8
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400 mm dia pipe
120
4644
557289.6
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300 MM dia pipe
60
3529
211798.8
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LAYING & WELDING OF PRODUCT PIPELINE (UNDER GROUND) IN ZONE A & ZONE B with Wrapping / Coating
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 successful hydrotesting the pipeline at a pressure of 10.5 kg/cm2 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/Coating the same as detailed in the enclosed specifications. Welding of pipeline should conform 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 to IOCL. 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) Surface preparation : Blast cleaning to Sa 2½
ii) Primer : Apply a coat of primer (Coal Tar and solvent based primer) of density 0.90 to 0.95 gm/cm3 and viscosity of 1000-2000 centipoise (Pypkote primer manufactured by IWL or its equivalent) at the rate of 100 gm/sq.m. The primer shall be allowed to dry until the solvent evaporates and the surface becomes tacky.
iii) Pypkote AW 4mm tape or equivalent 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 - these to be wrapped / coated after welding of pipe joint.
-
-
-
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350 mm dia pipe
20
6163
123270.8
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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 at 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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600 mm dia pipe
10
5297
52971.2
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500 mm dia pipe
12
4482
53785.32
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400 mm dia pipe
20
3667
73342
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300 MM dia pipe
10
2852
28521
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Provision of Saddle plates for Product & Hydrant Pipelines over pedestals including cutting and fabrication of saddle plates from IOCL 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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600 mm dia
15
10240
153604.35
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500 mm dia
18
7111
128005.02
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400 mm dia
30
6985
209562.3
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300 MM dia
15
5201
78029.85
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Welding of the supplied CS WNRF Flanges on the pipelines with 1 run weld inside and two runs weld outside, etc complete and as per specifications enclosed. BW, WNRF Flange SCH-40 require minimum 3 runs, which is equivalent to 3 runs FW, for SORF Flange. In addition, root weld is to be grinded to sound metal
-
-
-
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600 mm dia
9
8614
77531.04
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500 mm dia
5
7179
35895.45
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400 mm dia
10
5743
57436.1
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300 MM dia
5
4307
21536.4
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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 flanged joint shall also include providing and fixing multistrand copper wire/flat for bonding of product pipelines including provision of lugs wherever required.
-
-
-
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600 mm dia
1
9931
9931.77
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500 mm dia
1
8276
8276.05
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400 mm dia
2
6620
13240.66
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300 MM dia
1
4965
4965.46
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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 thick SW SS gaskets, studs, nuts, bolts, washers, 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 (Red Oxide Zinc Phosphate Primer) and two coats of F4 (Synthetic Enamel Finish Paint) of approved colour and shade as per colour coding specifications for fittings on product pipelines / fire hydrant lines.
c. Fittings on Ethanol service shall be provided with PTFE gaskets 3mm thk.
d. Both the flanged joints shall also include providing and fixing multistrand copper strip / flat for bonding of product pipelines wherever required.
-
-
-
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600 mm dia
4
19861
79447.32
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500 mm dia
2
16552
33104.2
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400 mm dia
4
13241
52966.04
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350 mm dia
1
11585
11585.78
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300 MM dia
2
9931
19863.54
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Dismantling & Stacking of CI/GI/MS/SS Pipe (of any specification) anywhere inside of IOC location of suitable length as guided by Site engineer/EIC.
For long pipes where flange joint is not available, based on the nature of product cold cutting may be advised as per site requirement.
-
-
-
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600 mm dia pipe
30
1910
57307.5
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500 mm dia pipe
50
1273
63675
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400 mm dia pipe
30
1018
30543.6
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350 mm dia pipe
20
891
17825.6
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Cold Cutting of Pipe Lines where presense of flammable gases are possible, by Hacksaw, water jet or other acceptable method, maintaining all safety procedures, as per technical specifications, standards and instructions, etc complete. Note: This item is applicable only for Receiving & Delivery Oil Pipelines from/to terminals & depots where isolation valves close to cutting location is not available. Rate for cold cutting for Each Joint of Pipeline of following sizes :
-
-
-
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600mm dia
8
18717
149739.68
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500 mm dia
6
15298
91792.74
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400mm dia
6
12181
73087.56
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350 mm dia
6
10719
64314.54
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"DRAWINGS FOR PIPELINE:
Preparation Of Isometric Drawings Of Pipelines, furnish piping and Instrumentation diagrams (P&ID)including general arrangement drawings for piping,electrical, mechanical & instrumentation systems ,Flexibility Analysis and Study Of Piping Support System. Item includes submission of as built drawings (4 sets- in A3 size)including submission of drawings on a CD for complete Piping , Structural bridge after completion of work as per enclosed specifications
The item should be executed with prior approval from Engineering Department.
1
17561
17561.64
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PART-C : CIVIL
-
-
-
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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. Finish Paint: F1- Two Pack Acrylic Polyerethane (PU) - One Coat, DFT 40-50µ Total min DFT 240µ
The items include supply of paints and other required meterial, scafolding, labours, tools and tackles, etc. complete. The make of Structural Steel / tubular steel shall be of SAIL/ Tata/ RINL/ Jindal or equivalent as approved by EIC. 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.
35000
111
3899350
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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.
2500
110
276375
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to unobjectionable place
200
11
2262
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Earth work in EXCAVATION by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed.
-
-
-
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i) All kinds of Soil
350
227
79565.5
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ii) Ordinary rock
10
403
4037.9
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iii) Hard Rock (Requiring Blasting)
10
656
6568.6
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Filling available excavated Earth (excluding rock) in trenches, plinth, sides of foundations, etc. in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering, within premises and lift upto 1.5m
240
197
47498.4
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i) Local Fine Sand within grading zone IV
150
1367
205191
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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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iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm)
10
6019
60190.7
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vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm)
5
5519
27599.75
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Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying & curing, excluding the cost of centering, shuttering finishing including cost of curing, admixtures in recommended proportions as per IS:9109 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge, ALL WORKS UPTO PLINTH LEVEL. 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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i) M-15 grade plain cement concrete (cement content considered @ 240 kg/cum
15
7118
106782.45
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Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 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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i) M-25 grade reinforced cement concrete UP TO PLINTH LEVEL
15
7205
108087.45
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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work using cement content as per approved design mix manufactured in fully automatic batching plant & transported to site of work in transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing & reinforcement including cost of admixtures in recommended proportions as per IS:9109 to accelerate/ retard setting of concrete, improve workability without impairing strength & durability as per direction of Engineer-in-charge (Note :- Cement content considered in this item is @ 330 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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i) M25 RMC for All works UP TO PLINTH LEVEL
30
7567
227023.5
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Centering and Shuttering (C&S) including strutting, propping, etc. and removal of form work for PCC
-
-
-
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i) C&S for PCC in foundations, footings, bases of column
50
256
12833
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Centering and Shuttering of RCC including strutting, propping, etc. and removal of form for :
-
-
-
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i) Foundations, footings, bases of columns, etc. for mass concrete
150
256
38499
... More
Supply of Reinforcement Steel for R.C.C. including straightening, cutting, bending, placing in position & binding, etc all complete at all levels
-
-
-
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ii)Thermo Mechanically Treated Bars Fe- 500 grade, Conforming to IS1786
4500
75
338580
... More
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
20
5745
114904
... More
15mm Cement Plaster of mix 1:4 (1cement: 4 fine sand) on rough side of half or single brick wall
250
240
60110
... More
Painting Steel Work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
50
113
5667.5
... More
Finishing walls with Acrylic Smooth Exterior Paint of required shade with Two or more coat applied @ 1.67 ltr/10 sqm over & including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.
250
148
37100
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Fire screen :
Providing and laying in position approved quality profiled, pre-coated coloured galvanized steel sheets of minimum 0.45mm thickness (TCT) in barricading, including cost of all materials, delivery to site, cutting, metering, lapping, providing cut-outs for fixing accessories and necessary approved quality corrosion proof fasteners with neoprene capping and washers ridges, valleys, gutters, gutters of required shape, apron pieces, flashing etc. all complete and with all accessories required for the cladding works including necessary structural scaffolding for erection jobs as specified and directed.
NOTE: (1) Contractor shall take back the cladding sheets (used in barricading structure) after completion of the job and on the instructions of Engineer-in-Charge. (Cost of dismantling and Carriage till contractor's store (outside the IOCL premises) is included in this item and no extra payment shall be paid to the contractor on this account). (2) Payment against the job on SQM basis shall be made to the Contractor while erection of the cladding sheets(3) The cladding sheets shall be dismantled and taken outside the premises by the Contractor within 30 days of instructions from E-i-C. (4) In case the Contractor fails to dismantle and shift the cladding material outside the IOCL premises within 30 days of clear instructions from E-i-C, the Owner shall be free to get the same dismantled and shift to Owner's scrap yard using Owner's resources and in such case the dismantled items shall not be returned to the Contractor and the ownership of the same shall be fully vested with the Owner
1700
389
662898
... More
Demolishing cement concrete (PCC) manually / by mechanical means including disposal of material outside premises at unobjectionable and as per direction of Engineer - in - charge.
-
-
-
... More
i) 1:3:6 or richer mix
10
1565
15655
... More
ii) 1:4:8 or leaner mix
20
966
19332.6
... More
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site at unobjectionable place& as per direction of Engineer-in-charge.
20
2283
45677
... More
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
30
777
23337.3
... More
Demolishing Brick Work manually / mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as/direction of Engineer-in-charge.
25
1324
33110.5
... More
Supplying and fixing HD 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 :
-
-
-
... More
v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate
32
523
16751.68
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