Indian Oil Corporation Limited Tender

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Indian Oil Corporation Limited - IOCL Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date31 Dec 2021
Closing Date15 Feb 2022
Tender Amount₹ 1,55,70,45,585 
Notes
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Description

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BOQ Items

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DO_NOT_SHOW

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20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage [MOC of all wetted parts to be in SS 304 L]

2

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4365009

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SUPPLY OF STRUCTURALS & APPURTENANCES FOR VERTICAL TANK: Supplying all the steel structures & appurtenances required for shell & fixed roof including Roof Structure, Spiral Stair Case with Electrforged grating, Pressure / Vaccum / Emergency Venting arrangement, Operating Platforms, Railings, Supports and excluding Internal Floating roof as per enclosed drawings and detailed Technical specifications. Note: a. Steel plates required for Bottom, Shell, Fixed Roof, Wind Girders, Reinforcement pad for Shell /Roof Manholes/Nozzles will be supplied by IOCL free of cost as per approved plate cutting schedule. Balance all materials required for completion of work as per approved design, drawings and specifications shall have to be supplied by the contractor at his cost. b. Detailed list of Structurals & Appurtenances is as per enclosed Technical Specifications. c. Design and sizing of Open / Emergency / Central / Peripheral Vents is in successfull bidder's scope and approval to be obtained from IOCL. d. Combined Gauge Well Assembly for Aluminium Floating Roof tanks is not part of this item and shall be paid in separate item. e. Item includes provision of anchoring arrangements as per detailed drawings including supply of structurals & anchor bolts, wherever, applicable. f. Item includes supply of Jet Nozzle for MS Tanks. g. Item includes submission of detailed design fabrication drawings of structural & appurtenances of CR & IFR tanks for sizes mentioned below. Item also includes submission of as built drawings after completion of tank fabrication work as per enclosed specifications. The drawings should be made in reference to the attached specification & drawings in Tender.

-

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-

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36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

4

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7780815

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36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

2

-

8055625

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20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

2

-

2339718

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14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

2

-

2189754

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20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

1

-

3162902

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28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

2

-

4393115

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16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

2

-

2118694

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8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

1

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1335169

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28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

2

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3159609

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Supply of Combined Gauge Well (CGW) and Post / Still well (500 mm dia SMLS Pipe - 1 no) & STILL WELL (150 mm dia SMLS Pipe - 2 nos for LT) including nozzles (of 100 mm dia - 1 no for Density Probe & 1 No for Gauge Hatch, 80 mm dia - 2 nos for AOPS & MSTW) using ASTM A 106 SCH-40 Grade B pipe Nozzles, Nozzle of 25 mm dia using ASTM A 106 SCH-160, all still wells, nozzles, structural supports, negotiators, gaskets, ladder arrangement, manway forming part of the Combined gauge well pipe as per enclosed drawings and detailed Technical specifications. Note: Item includes submission of detailed design fabrication drawings of Combined Gauge Well (CGW) and Post / Still well along with all arrangements as mentioned above for the tank sizes mentioned below. Item also includes submission of as built drawings after completion of tank fabrication work as per enclosed specifications. The drawings should be made in reference to the attached specification & drawings in Tender.

-

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-

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36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

4

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624582

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20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

2

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602532

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Supplying all the structurals & appurtenances for underground tanks including provision of Pressure/ Vacuum/ Emergency venting arrangement, operating platforms, supports, STILL WELL , Nozzles, Manholes as per enclosed drawings and detailed Technical specifications. Detailed list of Structurals & Appurtenances is as per enclosed Technical Specifications. Note: Item includes submission of detailed design fabrication drawings of structural & appurtenances for tanks sizes mentioned below. Item also includes submission of as built drawings after completion of tank fabrication work as per enclosed specifications. The drawings should be made in reference to the attached specification & drawings in Tender.

-

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-

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20 KL Tank - 2.1 M Dia x 6.25 M Length (Horizontal vessel with pump boot)

3

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331486

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50 KL Tank - 3 M Dia x 7.5 M Length (Horizontal vessel with pump boot)

5

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333818

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Supply of CS ERW PIPE, confirming to IS: 1239 (Part 1) Heavy Grade of following sizes. Bevel end for 50 mm & above, Plain end for 40 mm & below.

-

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-

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100 mm NB

2300

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1130

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80 mm NB

2400

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794

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65 mm NB

150

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658

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50 mm NB

100

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484

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25 mm NB

200

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233

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Supply of following UL/FM listed accessories for fixed water spray system, Fixed Foam system on vertical tanks of approved make. Note: All the accessories listed below shall be as per design confirming to latest OISD 117/ OISD 244

-

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-

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Steel body Foam maker with vapour seal chamber, End connections shall be # 150 flanged as per ANSI B 16.5: 100 mm x 200 mm dia

50

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30429

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Steel body Foam Deflector; End connections shall be # 150 flanged as per ANSI B 16.5: 200 mm dia

50

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1800

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SS Medium Velocity Spray Nozzle, body/pin & deflector; 1/2" NPT end connection (K value as per design)

1600

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372

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Supply of following CS Slip-on Raised Face (SORF) Flange, 125 AARH as per ASTM A105 DIM. ASME B16.5 Class 150

-

-

-

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200 mm NB

520

-

1645

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150 mm NB

520

-

993

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100 mm NB

600

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714

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80 mm NB

820

-

527

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65 mm NB

50

-

428

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50 mm NB

50

-

310

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25 mm NB

50

-

155

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Supply of following SS Slip-on Raised Face BLRF, 125 AARH as per ASTM A182 Gr. F304 DIM. ASME B16.5 Class 150

-

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-

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200 mm NB

15

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2173

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150 mm NB

15

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1397

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CS PIPE FITTINGS: Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with beveled ends as per enclosed specifications for the following sizes Note:The fittings shall be as per ASTM A234 Grade WPB for Sizes 2" to 6" and above 6", fittings shall be ASTM A234 Grade WPB-W and dimensions as per ASME B 16.9 & all fitting should be forged fitting.

-

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-

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90 Deg LR Elbow (1.5D)

-

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-

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100mm NB X STD W/T

12

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644

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150 mm NB X STD W/T

32

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1699

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200 mm NB X SCH 20

48

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3153

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45 Deg LR Elbow (1.5D)

-

-

-

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100 mm NB X STD W/T

100

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483

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Equal Tee

-

-

-

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100 mm NB X STD W/T

9

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924

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150 mm NB X STD W/T

2

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2175

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200 mm NB X SCH 20

6

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3288

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UnEqual Tee

-

-

-

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200 mm NB(Barrel) X 100 mm NB (Branch) SCH 20

86

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3288

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150 mm NB(Barrel) X 100 mm NB (Branch) STD W/T

8

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2175

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CS PIPE FITTINGS: Supplying the following sizes of Elbows/ Tees/ Reducer, Forged steel ASTM A105, Socket weld type and dimension conforming to ASME B 16.11.

-

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-

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90 Deg Elbow (25 mm NB X 3000# Class)

50

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141

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Full Coupling (25 mm NB X 3000# Class)

30

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257

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Half Coupling (15 mm NB X 6000# Class)

1600

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88

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Supplying following Forged Fabricated 4 Way Tee for Sprinkler Ring/ Riser connection made of Carbon Steel.

-

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-

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200x200x150x150 mm welded with 2 nos 200 mm dia & 2 nos 150 mm dia SORF flanges (for sprinkler riser/ring connection).

12

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14423

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200x200x80x80 mm welded with 2 nos 200 mm dia & 2 nos 80 mm dia SORF flanges (for sprinkler riser/ring connection).

24

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11542

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150x150x100x100 mm welded with 2 nos 150 mm dia & 2 nos 100 mm dia SORF flanges (for sprinkler riser/ring connection).

12

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10011

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150x150x80x80 mm welded with 2 nos 150 mm dia & 2 nos 80 mm dia SORF flanges (for sprinkler riser/ring connection).

16

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9020

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150x150x65x65 mm welded with 2 nos 150 mm dia & 2 nos 65 mm dia SORF flanges (for sprinkler riser/ring connection).

4

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8428

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Supplying the following sizes of CS Ball Valves (flanged) Fire Safe as per Specification. Flanged Ball valve, LP FB, RF, ASME B16.5,CL 150, Single piece Fltg. Ball, Lever Operator, ASTM A216 GR WCB, SS316L, RPTFE Seat and Seals, Mfg. Std BS 5351, Fire safe & testing as Per BS 6755-1 125-AARH, Antistatic and Blowout proof.

-

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-

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25 mm NB

22

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3527

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50 mm NB

24

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9315

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Supplying the following sizes of Manual Concentric Butterfly Valves (flanged) as per attached Specification.

-

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-

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200 mm NB

50

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24840

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100 mm NB

50

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14528

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Supply of Saddle plates inclduing painting for Pipe Lines over pedestals of appropriate sizes complete as per specifications, drawings and directions of Site In charge. Note: Civil works for the RCC Pipe Pedestal/ Sleeper along with Base plate, steel rod shall be paid/ executed separately under respective items.

-

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-

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200 mm NB

150

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468

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150 mm NB

60

-

356

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100 mm NB

40

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244

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Supply of Sacrificial Anodes AL-ZN (Combination) Alloy manufactured as per NACE RP0387 of approximately 10 Kgs (Net Weight) of size/ dimensions as per OEM standard (Type: Slender standoff/ Elongated Flush mounted/ Bracelet/ Weld-on) with MS Flat Bar Insert of 50 mm thick x 6 mm Wide, 10 mm thick Reinforcement pad plate of minimum 100 mm x 100 mm size for following Tanks. Note: a) Item includes providing detailed engineering documentation comprising of the following drawings & documentation in 3 sets: i) Water conductivity test report inclduing temperature variations, ii) Design basis & calculations including surface area, current demand, current drain as applicable iii) Minimum net mass of Anode, iv) Anode resistance calculations, (v) Current output calculations, (vi) Anode installation design & arrangement, (vii) Provision for electrical continuity checking (vii) Any other required documentation b) Quantities given below are indicative. Final quantity arrived after approval of design, to be submitted by sucessfull bidder after award of contract, shall be considered for the purpose of execution & payment.

-

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-

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36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

360

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11302

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36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

360

-

11302

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20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

160

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11302

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14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

140

-

11302

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20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

80

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11302

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28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

170

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11302

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16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 (Bio Diesel) Storage

150

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11302

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8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

40

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11302

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28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

160

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11302

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Supply of Standard Reference Electrodes (Cu-CuSO4 half cell or Calomel Reference Cell or Silver-Silver Chloride Cell or Zinc Reference Cell) with insulated copper wires & appropriate mounting arrangements in MS structural frame/ clamps etc

-

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-

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36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

12

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22575

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36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

6

-

22575

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20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

6

-

22575

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14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

6

-

22575

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20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

3

-

22575

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28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

6

-

22575

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16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

6

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22575

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8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

3

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22575

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28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

6

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22575

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Supply of Terminal Box powder coated with IP 67 enclosure, ISI Marked Digital meter with a sensitivity of (+/-) 0.01 Volts inlcuding push button with multiway selector switch, cables, necessary mounting arrangement in MS structural frame/ clamps etc

-

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-

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36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

4

-

22873

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36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

2

-

22873

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20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

2

-

22873

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14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

2

-

22873

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20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

1

-

22873

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28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

2

-

22873

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16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

2

-

22873

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8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

1

-

22873

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28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

2

-

22873

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Supply of sweet / potable water for floatation testing/hydrotesting of cone roof/floating roof vertical tank & underground tanks.Payment will be made for total quantity of water mathematically or arithmatically calculated, as per size of tank. Note: No payment shall be made towards supply of water in case of inter tank transfer of water.

100000

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285

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PART (B): FABRICATION / ERECTION / INSTALLATION & OTHER WORKS

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-

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FABRICATION / ERECTION OF IFR/ CR VERTICAL TANKS: Fabricating, erecting, welding, testing and commissioning of bottom, shell, wind girders, fixed roof for cone & internal floating roof vertical tanks etc. including cutting, squaring, bevelling, rolling etc, marking the plates for identification, lifting the plates in position by any approved method for the IFR & CR vertical tanks of the following sizes by hydraulic jacking system as per specification and drawings with MS plates supplied by IOCL from any where within the premises. All other items such as labour, equipment, power, consumables etc shall be supplied by contractor. Note: a. Item rate should include shifting of steel plates within the premises and conducting various tests on tanks during fabrication as per attached TESTING PROCEDURE. Item excludes Hydro-testing & Floatation testing. b. Fabrication and erection will be carried out as per specification, approved QAP to be submitted by successfull bidder after placement of order for approval of IOCL, procedure mentioned in API 650 and tender documents. Relevant records shall be maintained. c.Theoretical weight of steel plate of only shell, roof and bottom shall be considered for consideration of actual payment for this item as per construction/fabrication drawing prepared by contractor and approved by consultant/ IOCL. How-ever Weight of wind girder, reinforcement pads,etc. will not be considered for payment under this item. d. Payment for roof structure and reinforcement pad is covered under item of " STRUCTURALS & APPURTENANCES FOR VERTICAL TANK". e. Item includes Radiographic Inspection of welds as per attached RADIOGRAPHIC INSPECTION PROCEDURE. f. Item includes submission of detailed design fabrication drawings of CR & IFR tanks for sizes mentioned below. Item also includes submission of as built drawings after completion of tank fabrication work as per enclosed specifications. The drawings should be made in reference to the attached specification & drawings in Tender.

-

-

-

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36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

1510

-

40431

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36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

690

-

40431

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20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

250

-

40431

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14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

125

-

40431

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20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

142

-

40431

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28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

492

-

40431

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16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

140

-

40431

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8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

20

-

40431

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28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

416

-

40431

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STRUCTURALS & APPURTENANCES FOR VERTICAL TANK: Handling, straightening, fabricating, erecting, assembling, fixing and welding all the supplied steel structures including spiral stair case with Electroforged grating required for shell & fixed roof including all structures and appurtenances for ALUMINIUM INTERNAL FLOATING ROOF & FIXED ROOF TANKS. Note: a. Steel plates required for Bottom, Shell, Fixed Roof, Wind Girders, Reinforcement pad for shell /roof manholes & Nozzles will be supplied by IOCL free of cost as per approved plate cutting schedule. Balance all materials required for completion of work as per approved design, drawings and specifications shall have to be supplied by the contractor at his cost. b. Detailed list of Structurals & Appurtenances is as per enclosed Technical Specifications. c. Design and sizing of Open / Emergency / Central / Peripheral Vents is in successfull bidder's scope and approval to be obtained from IOCL. d. Combined Gauge Well Assembly for Aluminium Floating Roof tanks is not part of this item and shall be paid separate item. e. All open roof nozzles shall be provided with temporary plate flange cover till commissioning / handing over.

-

-

-

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36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

4

-

1945204

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36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

2

-

2013906

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20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

2

-

584929

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14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

2

-

547439

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20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

1

-

790726

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28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

2

-

1098279

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16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

2

-

529673

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8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

1

-

333792

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28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

2

-

789902

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Fixing, installing of supplied COMBINED GAUGE WELL AND POST, STILL WELL complete as per typical drawings.

-

-

-

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36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

4

-

156145

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20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

2

-

150633

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ALUMINIUM INTERNAL FLOATING ROOF: Fabrication, Erection, Testing and Commissioning of supplied Pontoon type Aluminium Internal Floating Roof as per specification designed as per API 650, Appendix H. Note: a. The erection of all gadgets, fixing of the rim seals shall be in the scope of above item. b. The rate also includes precommissioning visit to site by the OEM of IFR inlcuding providing clearance for commissioning. Assembly and erection of aluminium floating roof with all associated accessories and rim seals shall be done by OEM or their authorized agency and necessary test certificates shall be provided by OEM or their authorized agency c. Providing Cathodic protection during Flotation test is also included in the scope. d. The rate of item includes supplying and installation of MS contour plates(as per drawing) for position of various pipe sizes for holding them in plumb inside Man-hole.

-

-

-

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36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

4

-

1369826.6

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20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

2

-

873001.8

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FABRICATION OF UNDERGROUND STORAGE TANK: Fabricating, erecting, welding and testing of shell, end plates, structutal supports, etc including cutting, squaring, bevelling, rolling, etc., marking the plates for identification, lifting & placing the plates in position by any approved methods for the underground horizontal tanks of following size as per our specifications and drawings with with MS plates supplied by IOCL from any where within the premises and all other items such as labour. Rates quoted should include hydrostatic testing for tank (on completion, tank has to be tested as per standards) etc. complete in all respects. Note: a. Item rate should include shifting of steel plates within the premises and conducting various tests on tanks during fabrication as per attached TESTING PROCEDURE. b. Item includes Radiographic Inspection of welds as per attached RADIOGRAPHIC INSPECTION PROCEDURE. c. Item includes submission of detailed design fabrication drawings of tanks sizes mentioned below. Item also includes submission of as built drawings after completion of tank fabrication work as per enclosed specifications. The drawings should be made in reference to the attached specification & drawings in Tender. d. The rate includes supply & fabrication of any other structure i.e. stiffners etc. required for fabrication of tanks as per approved drawing apart from steel plates supplied by IOCL.

-

-

-

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20 KL Tank - 2.1 M Dia x 6.25 M Length (Horizontal vessel with pump boot)

3

-

91840

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50 KL Tank - 3 M Dia x 7.5 M Length (Horizontal vessel with pump boot)

5

-

156970

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STRUCTURALS & APPURTENANCES FOR UNDERGROUND TANK: Handling, straightening,Fabricating, erecting, assembling, fitting & welding all the supplied structurals & appurtenances for underground tanks including provision of Pressure/ Vacuum/ Emergency venting arrangement, operating platforms, supports, STILL WELL , Nozzles, Manholes s per enclosed drawings and detailed Technical specifications. Detailed list of Structurals & Appurtenances is as per enclosed Technical Specifications. All open roof nozzles shall be provided with temporary plate flange cover till commissioning / handing over

-

-

-

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20 KL Tank - 2.1 M Dia x 6.25 M Length (Horizontal vessel with pump boot)

3

-

82871

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50 KL Tank - 3 M Dia x 7.5 M Length (Horizontal vessel with pump boot)

5

-

83455

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Installation of fabricated 20 KL Tank (2.1 M Dia x 6.25 M Length- Horizontal vessel with pump boot) as per specified drawings and work description including civil works (i.e. excavation, sand filling, reinforcement TMT Bars, PCC, RCC, Centering & Shuttering etc.) hydrotesting, Gasket for manhole, painting, dewatering as per attached specification. RCC works wherever mentioned shall be of grade M30: In Brick Masonry pit with RCC matt raft without RCC top slab as per standard Drg. Payment of Brick Masonry & Plaster shall be paid in separate item.

3

-

229591.6

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Installation of fabricated 50 KL Tank (3 M Dia x 7.5 M Length- Horizontal vessel with pump boot) as per specified drawings and work description including civil works (i.e. excavation, sand filling, reinforcement TMT Bars, PCC, RCC, Centering & Shuttering etc. etc.) hydrotesting, Gasket for manhole, painting, dewatering as per attached specification. RCC works wherever mentioned shall be of grade M30: In Brick Masonry pit with RCC matt raft without RCC top slab as per standard Drg. Payment of Brick Masonry & Plaster shall be paid in separate item.

5

-

417645.03

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Hydro-testing / floatation test of A/G tanks : Filling of water excluding supply of water but inclusive of intertank transfer for conducting Hydro-testing/ Floatation test of storage tanks including supply of all water conveying pipes, water pumps & all material and labour as required. Note: a) No payment shall be made towards supply of water in case of inter tank transfer of water. b) Water after hydrostatic testing of tanks shall be emptied from the tanks including cleaning of the bottom plates & sumps, boxing up of tank including supply of gasket, flanges, nuts, bolts etc. complete in all respect. c) The same item shall be operated for conducting Floatation test for internal floating deck after installation.

-

-

-

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36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

8

-

111039

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36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

2

-

111039

... More
20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

4

-

92327

... More
14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

2

-

74533

... More
20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

1

-

92327

... More
28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

2

-

107293

... More
16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

2

-

75694

... More
8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

1

-

45675

... More
28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

2

-

92327

... More
Calibration of tanks- Conducting Bottom & Shell calibration of tanks (IFRVT/CRVT/UGHT) with actual physical measurement by water meter & tank shell by strapping periphery of different strakes above and below the horizontal weld joints (or) by using optical ranging method. Item includes cost towards statutory payment to be made to the authorities and all other incidental costs.Item includes preparation & submission of calibration charts in quadruplicate duly approved by the tank calibration authority. Water required for the calibration shall be arranged by the successful tendererat his own cost.he work includes pouring into the tank measured quantity of water in the bottom saucer portion up to level of datum plate to ascertain the exact volume of conical portion of tank per site instructions. Note: The job involves engaging of Dept of Legal Metrology personnel towards carrying out calibration of tanks including professional charges / payment to staturoty authorities & submission of approved calibration charts. IOCL shall only provide letter to Dept of Legal Metrology for allotment of personnel for callibration purposes.

-

-

-

... More
36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

4

-

95126

... More
36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

2

-

95126

... More
20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

2

-

76100

... More
14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

2

-

66588

... More
20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

1

-

76100

... More
28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

2

-

85613

... More
16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

2

-

66588

... More
8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

1

-

53651

... More
28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

2

-

85613

... More
20 KL Tank - 2.1 M Dia x 6.25 M Length (Horizontal vessel with pump boot)

3

-

53651

... More
50 KL Tank - 3 M Dia x 7.5 M Length (Horizontal vessel with pump boot)

5

-

53651

... More
PAINTING OF TANKS: (Including supply of all paints, thinner, material, equipment & labour) Surface preparation by Blast cleaning (using Slag/ Shots) and painting of the following tanks as per details of painting specification given in tender documents. Note: 1) Application for External/ Internal painting for tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. 2) The rate includes deployment of Level-2 certified coating inspector(s) like CIP, PCI, STI, ICorr or equivalent as approved by IOCL having minimum 1 year of experience with any painting manufacturer or in the field of painting supervision. These inspector(s) will inspect the painting works at various stages of painting / coating as defined in approved painting QAP and develop /maintain the required records. 3) Performance Bank Guarantee (PBG) @ 10% of the value of painting system to be submitted by contractor and validity of PBG should be 04 years for external surfaces & 05 years for internal surfaces as per the enclosed format. This PBG shall cover the highest warranty period of painting system under the contract. This PBG shall be over and above the normal security deposit of 3% which covers the defect liability period of 12 months for the contract. Item also includes submission of Indemnity bond towards joint paint warranty as per the format enclosed.

-

-

-

... More
EXTERNAL PAINTING OF PRODUCT/WATER STORAGE TANKS: Surface preparation by blast cleaning & painting the outside surface of tank shell, all nozzles, vents, and upper side surface of roof, wind girders, roof and shell appurtenances of Vertical tanks including all fittings and appurtenances etc. providing IOC logo (3 nos @ 120 deg along the circumference of the tank) with tank name plate (Capacity, Service, Safe filling etc.), writing work & banding as per enclosed specifications and drawings. Painting Scheme: Refer to enclosed specification.

-

-

-

... More
36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

4

-

2471103

... More
36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

2

-

2278695

... More
20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

2

-

1048618

... More
14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

2

-

644390

... More
20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

1

-

1145873

... More
28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

2

-

1740123

... More
16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

2

-

636297

... More
8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

1

-

189055

... More
28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

2

-

1580253

... More
INTERNAL PAINTING OF STORAGE TANKS: Surface preparation by blast cleaning and painting upper side surface of bottom plates, inner surface of tank shell and shell/ roof appurtenances, roof structurals of INTERNAL FLOATING & FIXED ROOF tanks including all fittings and appurtenances etc Painting Scheme: Refer to enclosed specification

-

-

-

... More
36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

4

-

5676583

... More
36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

2

-

4016945

... More
20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

2

-

621426

... More
14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

2

-

536319

... More
20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

1

-

1776164

... More
28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

2

-

3073592

... More
16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

2

-

408167

... More
8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

1

-

164604

... More
28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

2

-

4319268

... More
UNDERSIDE PAINTING OF BOTTOM PLATES OF CRVT/ IFRVT: Surface preparation by blast cleaning and painting underside surface of bottom plates of INTERNAL FLOATING & FIXED ROOF tanks Painting Scheme: Refer to enclosed specification

-

-

-

... More
36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

4

-

817272

... More
36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

2

-

817272

... More
20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

2

-

252244

... More
14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

2

-

123599

... More
20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

1

-

252244

... More
28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

2

-

494399

... More
16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

2

-

161436

... More
8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

1

-

40359

... More
28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

2

-

494399

... More
Providing & fixing /using Engine Powered Boom Lift / Man lifter / Sky Climber of adequate capacity for external painting of Vertical Tanks. Note: If double scaffolding is provided by contractor for external painting of vertical tanks, no extra payment shall be made.

-

-

-

... More
36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

4

-

187872

... More
36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

2

-

187872

... More
20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

2

-

150298

... More
14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

2

-

120238

... More
20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

1

-

150298

... More
28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

2

-

165327

... More
16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

2

-

120238

... More
8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

1

-

60119

... More
28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

2

-

157813

... More
Providing & fixing double scaffolding system for the internal painting of Vertical Tanks. Providing and fixing double scaffolding system on the exterior & interior side, up to required height using 40 mm/ 50 mm dia M.S. tubes 1.5 m centre to centre, horizontal & vertical tubes joining with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform, safety net etc. and maintaining it in a serviceable condition for the required duration as approved and removing the same thereafter .The scaffolding system shall be stiffened with bracings, runners, connection with the tank etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions, enclosed specifications and approval of Engineer in-charge. Scaffolding should be retained till the completion of painting/calibration. Scaffolding shall be provided only in metallic tubular pipes. The scope of work involves submission of design, drawing & approval from IOCL before commencement of works. Note: Area of measurement for the purpose of payment of scaffolding shall be the area of painted surface of the Tank. However, Area of bottom plate & 1st strake of Tank Shell shall not be measured for the payment.

15500

-

297.83

... More
Installation of supplied UL/FM listed accessories for fixed water spray & foam pourer system on tanks & FH line including supplying & fixing 3 mm thk Non Asbestos gaskets, studs/nuts, painting as per specification etc of approved make as per specifications enclosed & site instructions.

-

-

-

... More
Steel body Foam maker with vapour seal chamber, End connections shall be # 150 flanged as per ANSI B 16.5: 100 mm x 200 mm dia

50

-

6085

... More
Steel body Foam Deflector; End connections shall be # 150 flanged as per ANSI B 16.5: 200 mm dia

50

-

360

... More
SS Medium Velocity Spray Nozzle, body/pin & deflector; 1/2" NPT end connection (K value as per design)

1600

-

74

... More
Fabrication & Edge preparation for butt weld as per ASME B 31.3, tack welding, and final welding of Fire Hydrant pipelines including pipe fittings (3 runs minimum) with supply of approved electrodes/consumables, welding machine, tools & tackles etc.The rate also includes the branch connection of smaller dia pipe to runpipe, pipe to pipe connection with RF pad as per specification.Reinforcement pads shall be paid on the basis of one weld joint on mainpipe on which pad is welded.No extra payment will be made for conducting tests for establishibg welding procedure (PQR and WPS) as per ASME Section IX and Third Party Inspection.

-

-

-

... More
200 mm NB

300

-

2712

... More
150 mm NB

60

-

2034

... More
100 mm NB

100

-

1356

... More
80 mm NB

20

-

1017

... More
65 mm NB

20

-

847.5

... More
50 mm NB

20

-

678

... More
25 mm NB

40

-

339

... More
Welding of supplied CS SORF flanges of the following sizes on the Fire Hydrant pipelines including setting, positioning, setting, welding with min. three runs outside and one inside, all leads & lifts etc., complete as per specifications and instructions at site.

-

-

-

... More
200 mm NB

520

-

2712

... More
150 mm NB

520

-

2034

... More
100 mm NB

600

-

1356

... More
80 mm NB

820

-

1017

... More
65 mm NB

50

-

847.5

... More
50 mm NB

50

-

678

... More
25 mm NB

50

-

339

... More
Providing hot dip galvanizing (both inside and outside surfaces) for the following items with minimum 600 gm/sq.m as per IS 4759. Item should be operated only for pipes/flanges/fittings forming part of sprinkler header, riser & rings inside the tank dyke. Loading/Unloading & transportation of pipe from terminal to outside work shop & outside workshop to terminal for galvanizing is in the contractor's scope

-

-

-

... More
200 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings)

700

-

1197

... More
150 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings)

1400

-

804

... More
100 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings)

650

-

545

... More
80 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings)

2400

-

367

... More
65 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings)

150

-

298

... More
50 mm dia fabricated pipe of sprinkler rings (inlcusive of flange & fittings)

100

-

231

... More
Installation of supplied Saddle plates with Base plate & 25 mm steel rod inclduing painting for Fire Hydrant Pipe Lines over pedestals of appropriate sizes complete as per specifications, drawings and directions of Site In charge. Note: Civil works for the RCC Pipe Pedestal/ Sleeper along with connected Base plate shall be paid/ executed separately under respective items.

-

-

-

... More
200 mm NB

150

-

117

... More
150 mm NB

60

-

89

... More
100 mm NB

40

-

61

... More
Making flanged joints (both for flanges & blind flanges & Spectacle Blind) of the following sizes including supplying and fixing 3 mm thk Non Asbestos gaskets, studs & bolts,washers of approved make, all leads & lifts etc., complete as per specifications and instructions at site for Fire Hydrant, Sprinkler & Foam Solution Pipe joints.

-

-

-

... More
200 mm NB

280

-

1319

... More
150 mm NB

260

-

1304

... More
100 mm NB

360

-

1086

... More
80 mm NB

410

-

605

... More
65 mm NB

25

-

589

... More
50 mm NB

48

-

589

... More
25 mm NB

44

-

341

... More
Fixing supplied Carbon steel/ Stainless steel MOVs/ GATE VALVE/ GLOBE VALVE/ NRV/ ROSOV/ DBBV/ BALL VALVES/ ARC VALVE/ DELUGE VALVE/ BUTTERFLY VALVE/ PUPPET VALVES/ AIR RELEASE VALVE/ STRAINER including valves supplied by IOCL of the following sizes on the pipeline including supplying and fixing 3 mm thk gaskets, studs & bolts, washers of approved make, all leads & lifts etc., complete as per specifications and instructions at site. Note: a) Painting with approved make, colour, shade including colour coding as per specifications. b) The valves shall be supplied anywhere within the premises and the contractor shall undertake to lead the same to the foundations at no extra cost.

-

-

-

... More
200 mm NB

50

-

2639

... More
100 mm NB

50

-

2173

... More
50 mm NB

24

-

1179

... More
25 mm NB

22

-

683

... More
Making joints with supplied 15mm NB Half Couplings on Sprinkler Rings as per specifications for fixing Medium velocity spray nozzles.

1600

-

169

... More
Laying of Above Ground Fire Water pipelines of steel including pipes supplied by IOCL on pedastals/sleepers/overhead pipe rack/structures etc. Pipes in the scope of IOC shall be supplied anywhere within the terminal area and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts. The pipeline laying includes cutting, beveling, positioning, setting, fixing the pipe fittings such as elbows, bends tees, reducers etc., complete with supports as per drawings and hydro testing the pipelines at 10.5 Kg/Cm2 for a minimum period of 4 Hrs with all necessary arrangements. Note: a. DP test performed will be paid seperately as per respective items as per specifications and instructions at site b. The job includes Blast cleaning (using Slag/ Shots) & painting of the outer surfaces of above ground pipeline/ fittings/ specials all leads & lifts etc. complete as per enclosed specifications and instructions at site. Surface preparation by blasting is not applicable for galvanized pipe. c. Pipe length mentioned against each size is indicative as per drawing. Payment will be made for the actual quantity executed at site. d. The primer and paint shall be as per the list of paint manufacturers enclosed. The make and quality of paint shall be decided in consultation with IOC prior to use. e. Rate is inclusive of U Clamps wherever required. f. Rate is inclusive of water required for hydrotesting. Water used for hydro-testing to be disposed off in environmentally friendly way after treatment. Reuse of water used for hydro testing of piping or tanks to be avoided or is possible only after getting conformation from site incharge.

-

-

-

... More
200 mm NB 6.3 mm thickeness

2500

-

923

... More
150 mm NB 5.4 mm thickeness

1700

-

691

... More
100 mm NB 5.4 mm thickeness

2300

-

459

... More
80 mm NB 4.85 mm thickeness

2400

-

364

... More
65 mm NB 4.5 mm thickeness

150

-

296

... More
50 mm NB 4.5 mm thickeness

100

-

228

... More
25 mm NB 4.05 mm thickeness

200

-

114

... More
Dye penetration examination for the welded pipes of Fire lines including providing all equipment & materials necessary for the job & labour etc. as directed by the site in charge.

-

-

-

... More
200 mm NB 6.3 mm thickeness

30

-

232

... More
150 mm NB 5.4 mm thickeness

18

-

174

... More
100 mm NB 5.4 mm thickeness

30

-

116

... More
80 mm NB 4.85 mm thickeness

10

-

87

... More
65 mm NB 4.5 mm thickeness

10

-

72

... More
50 mm NB 4.5 mm thickeness

10

-

58

... More
Installaton of supplied Anodes with Reinforcement pad plates of 10 mm thick of appropriate size by welding on to the bottom / shell plates (up to 2.5 m high) including necessary localized scaffolding, re-painting of damaged surfaces as per enclosed specifications. Rates to include Vaccum Box Test & Dye Penetration test for all the Reinforcement pad plate weld joints.

-

-

-

... More
36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

360

-

1879

... More
36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

360

-

1879

... More
20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

160

-

1879

... More
14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

140

-

1879

... More
20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

80

-

1879

... More
28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

170

-

1879

... More
16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

150

-

1879

... More
8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

40

-

1879

... More
28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

160

-

1879

... More
Installation of supplied Standard Reference Electrodes at the top of the tank by welding the mounting arrangement etc

-

-

-

... More
36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

12

-

7617

... More
36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

6

-

7617

... More
20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

6

-

7617

... More
14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

6

-

7617

... More
20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

3

-

7617

... More
28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

6

-

7617

... More
16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

6

-

7617

... More
8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

3

-

7617

... More
28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

6

-

7617

... More
Installation of supplied Terminal Box powder coated with IP 67 enclosure, ISI Marked Digital meter with a sensitivity of (+/-) 0.01 Volts inlcuding push button with multiway selector switch, cabling, necessary mounting arrangement in MS structural frame/ clamps etcby welding/ clamping at top of the tank

-

-

-

... More
36 M DIA X 18 M HIGH Vertical Tank with Cone Roof and IFR for MS Storage

4

-

10963

... More
36 M DIA X 16.5 M HIGH Vertical Tank with Cone Roof for HSD Storage

2

-

10963

... More
20 M DIA X 16 M HIGH Vertical Tank with Cone Roof and IFR for Ethanol Storage

2

-

10963

... More
14 M DIA X 14.5 M HIGH Vertical Tank with Cone Roof for SKO Storage

2

-

10963

... More
20 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

1

-

10963

... More
28 M DIA X 18 M HIGH Vertical Tank with Cone Roof for ATF Storage

2

-

10963

... More
16 M DIA X 11.5 M HIGH Vertical Tank with Cone Roof for B100 Storage

2

-

10963

... More
8 M DIA X 6 M HIGH Vertical Tank with Cone Roof for Sludge Storage

1

-

10963

... More
28 M DIA X 15.5 M HIGH Vertical Tank with Cone Roof for Fire Water Storage

2

-

10963

... More
Arranging for visit from OEM of Sacrifical Anode system during commissioning of water tanks for conducting testing inlcuding electricalcontinuity, current output/ drain, anode resistance, cathodicpolarization. Charges shall include boarding, lodging, air/rail/roadtransportation, insurance, local conveyance, communication, stationery & all other incidentals required for performance of the testing &submission of reports to IOCL. Item is based on visit of 1 no Enigneer from OEM for a day to Vallur, Chennai, Tamil Nadu.

2

-

18225

... More
Installation of following supplied Forged Fabricated 4 Way Tee for Sprinkler Ring/ Riser connection made of Carbon Steel.

-

-

-

... More
200x200x150x150 mm welded with 2 nos 200 mm dia & 2 nos 150 mm dia SORF flanges (for sprinkler riser/ring connection).

12

-

3605

... More
200x200x80x80 mm welded with 2 nos 200 mm dia & 2 nos 80 mm dia SORF flanges (for sprinkler riser/ring connection).

24

-

2885

... More
150x150x100x100 mm welded with 2 nos 150 mm dia & 2 nos 100 mm dia SORF flanges (for sprinkler riser/ring connection).

12

-

2502

... More
150x150x80x80 mm welded with 2 nos 150 mm dia & 2 nos 80 mm dia SORF flanges (for sprinkler riser/ring connection).

16

-

2255

... More
150x150x65x65 mm welded with 2 nos 150 mm dia & 2 nos 65 mm dia SORF flanges (for sprinkler riser/ring connection).

4

-

2107

... More
Transportation of MS plate of Size 6.3M x 1.5M to 6.3M x 2.0M of various thickness from IOCL Terminal in Chennai to proposed Terminal at Vallur including loading, unloading, stacking,transit insurance, handling charges & any other charges complete as per instructions of IOCL.

4100

-

815

... More
PART (C ): CIVIL WORKS

-

-

-

... More
Earthwork: Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains including dressing of sides & ramming of bottoms, lift, including removal of the excavated soil, providing shoring, strutting, dewatering as required & disposal of surplus excavated soil as directed by IOCL within or outside the site at an unobjectionable place. Note: a) Payment shall be restricted to PCC lines only. b) Tenderers to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer for calculation of quantity (volume) of earth work.

-

-

-

... More
i) All kinds of Soil upto 1.5m depth

56460

-

185.29

... More
ii) All kinds of Soil 1.5m to 3.0m depth

3000

-

277.4

... More
Filling excavated /available earth (excluding rock) in trenches, plinth, sides of foundations, embankments etc. in layers not exceeding 20 cm in depth, consolidation each deposited layer by ramming (mechanical means) and watering, within premises and including all lifts. Item includes compaction using minium 20 ton capacity vibro-compactor with a minimum of five passes for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density of the material Note: a) Tenderer to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer. b)Net quantity of compacted earth shall be paid & no compensation whatsoever on account of subsidence of soil etc shall be permitted. c) For area which are waterlogged & swampy, arrangements like floats, 400 mm x 400 mm base plate welded to the Level staff to be used for taking levels. d) No extra cost shall be payable by IOCL on account of payment of any statutory fees and compliances sought by statuory authorities from tenderer both within & outisde the premises.

10000

-

223.8

... More
Supply & filling imported earth of approved quality, in plot, trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth each deposited layer by ramming and watering. Item includes compaction using minium 20 ton capacity vibro-compactor with a minimum of five passes for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density of the material. Note: a) Tenderer to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer. b) Tenderers to note that approval from IOCL shall be obtained for the imported earth & quarry used for mass filling & necessary test reports from a Govt Engg Colleges/Universities or NABL acredited labs (As approved by IOCL/PMC Engineer) have to be submiited for the parameters specified by IOCL prior to undertaking filling in the site. c) Item rate is inclusive of applicable Royalty for the imported earth, charges for Specific approval to be obtained from concerned Statutory Authorities & Necessary Royalty receipts/ NOC to be submitted by the Contractor. d) Net quantity of compacted earth shall be paid & no compensation whatsoever on account of subsidence of soil etc shall be permitted. e) For area which are waterlogged & swampy, arrangements like floats, 400 mm x 400 mm base plate welded to the Level staff to be used for taking levels. f) No extra cost shall be payable by IOCL on account of payment of any statutory fees and compliances sought by statuory authorities from tenderer both within & outisde the premises.

138450

-

885

... More
Supply & filling Sand of Zone III in sand pad / ring beam foundation of tank, impervious dyke etc. as directed by Site Engineer in layers not exceeding 200mm. Each deposited layer shall be compacted by watering (consolidation) & mechanical vibration to achieve minimum relative density 95 %. Last layer of tank foundation to be prepared in desired slope as per drawing. Note:The rate quoted should include testing of compacted layers of sand with necessary equipment/laboratory tests etc in order to achieve desired relative density for the compacted layers.

23000

-

2806.95

... More
Providing and laying 230 mm thk (after consolidation) dry stone hard rubble Soling under floor, ramps, walls, foundations, trenches etc. & for similar situations at plinth level / below plinth level including laying in regular lines, levels, interstices filled with smaller stones/ chips of appropriate size and sand consolidated with copious watering as specified & finished to the required levels etc. as instructed by Site Engineer.

6000

-

744.02

... More
Supply & backfilling with 150 mm thick murrum for brick / stone pitching or under drive way in layers not exceeding 20cm in depth,each deposited layer to be compacted by ramming, watering and dressing complete

3300

-

150.58

... More
CONCRETE WORKS :

-

-

-

... More
Plain & Reinforced Concrete Works (PCC/RCC) of specified grade excluding cost of centering & shuttering at all levels: Providing and laying in position, machine batched, machine mixed design mix of specific grade of cement concrete for plain/ reinforced cement concrete work for retaining walls, return walls, walls (any thickness), ring beam wall including attached pilasters, columns, piers, abutments,pillars,posts,struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc as applicable & as per drawings using cement 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 9103 to accelerate/retard setting of concrete,improve workability without impairing strength and durability as per direction of Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Less cement used as per design mix is recoverable separately. No additional payment shall be paid for Cement content higher than the minimum Cement content mentioned in various grades). Note: a. Batch mixing plant of capacity to be approved by Site Engineer for the works shall be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternately, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge. b. Contractor shall be permitted to convert design mix of concrete to be arrived at based on laboratory testing into suitable volumetric mix in to order to achieve required design strength. c. Mixing of concrete shall be with Weigh Batch mixing plant of adequate capacity to be approved by Site Engineer. Mechanical mixer can be used for placing concrete up to 5 CUM/ shift with specific approval of Site Engineer. d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. Item rate is inclusive of necessary surface finishes like broom/ rough finish as per the scope of works & directions of Site- Incharge. e. Curing of concrete inlcuding supplying & providing water & Compaction shall be part of the rates. f. Item to be operated for all types of floors, footings, beams, columns, copings, pipe/ drain culverts, Cable tunnel or other concrete structures as required at site at all levels. Payment shall be made as per drawing dimensions. g. Item rate is inclusive of Submitting Design Mix reports & test reports from Govt Engg Colleges/Universities as per the directions of the Site Engineer

-

-

-

... More
M-10 grade plain cement concrete (Min cement content considered @ 220 kg/cum) - At all levels

1510

-

7908.12

... More
M-30 grade Reinforced cement concrete (Min cement content considered @ 340 kg/cum) - At all levels

8121

-

8628.66

... More
Providing and installation of Centering and shuttering including strutting, propping , scaffolding etc. and removal of form work for PCC/RCC in foundations, footings, bases of column (with Props or Tubular/ MS Structure or Metallic sheets or 12 mm thk waterproof ply as applicable as per directions of IOCL & as per enclosed specifications) Note: No wooden scaffolding is permitted.

-

-

-

... More
For PCC/RCC in foundations, footings, footing of tank foundation Ring Beam, Pipeline Sleeper/ Pedestal, bases of column etc.

3800

-

290.24

... More
For PCC/RCC in Ring Wall of Tank foundation, Retaining / Return wall / Dyke Wall, wall (any Thickness) including attached pilaster buttresses, plinth & string courses etc.

18850

-

620.83

... More
REINFORCEMENT STEEL: Supply of Reinforcement for RCC including straightening, cutting, bending, placing in position & binding all complete at all levels using Thermo Mechanically Treated (TMT) Bars Fe 500D grade or more,Conforming to IS1786. Note: a. Rate includes the cost of binding wire, laps, chairs & spacer bars which shall not be measured for the purpose of payment. b. Rate also inlcudes providing necessary cover blocks in CM 1:2 as per required thickness & as per drawings.

810

-

85080

... More
BRICK WORK:

-

-

-

... More
Providing & laying brick work with class designation 5.0 bricks in cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH Note: Rate is inclusive of curing of masonry including supplying & providing water, scaffolding as required & associated labour.

3600

-

6160.16

... More
PLASTERING AND FINISHING: Providing and laying cement plaster on surfaces with Coarse sand (as applicable) including curing, scaffolding etc. : 20 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) Note: For drain & chamber 'Neat cement finish' is required.

18000

-

386.89

... More
Supplying and laying bituminous carpet (anti corrosive layer) of 75mm thickness for vertical tank foundation in two layers using Bitumen of grade VG-10, @100kg/Cum of sand grit of fineness modulus 3.5max. including making slope in the sand pad & rolling the surface with Hand roller.

10900

-

447

... More
Making leak detection membrane by providing 1 mm thick black Low Density Polyethylene (LDPE) film: Supplying and laying 1 mm thick LDPE liner confirming to IS 2508:1984 under the desired layer of sand. Joints in the film shall be heat-sealed insitu during laying of the film, using a 3-sealer thermostatically controlled electric iron and checked carefully. Laying of LDPE sheet shall be made with a full tension overlap. Overlap shall be minimum 50 mm and overlaps shall be hot press welded to ensure no leakage through lapping. Overlapping will not be considered for measurement of surface area.

56000

-

250

... More
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. i)With material confirming to grade-I (size 75mm to 0.075mm) having CBR value -30, Thickness as desired.

1500

-

2565.34

... More
Providing & fixing unplasticised perforated PVC water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion, single socketed pipe: 75 mm diameter

3000

-

204.9

... More
Grouting using free flow non shrinkable grout material CONBEXTRA GP-2 or approved euivalent for Tank foundation including roughening surface, cleaning with compressed air/water jets, ramming, curing etc. complete.

40

-

60000

... More
Supplying and fixing, shop fabricated MS steel electroforged welded gratings (hot dip galvanised as per IS : 2629 and tested as per IS :2633 and IS :6745) of approved make with quantity of zinc coating not beless than 9 N/m2 of surface area (0.12 mm uniform thickness) overdrains, stair treads etc. wherever required with maximum size of void/mesh in the grating limited to 33mm x 50mm includingwelding/fixing/clamping to base frame etc. as per attached specification complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as perdrawings, specifications and direction of Site Engineer

30000

-

127

... More
Structural Steel Work in all Section, trusses & framed work : Supplying, fabricating, cutting, welding, erection of MS structural steel works comprising of beams, channels, angles, plates, chequered plates,railings as per requirement & as shown in relevant drawings including blast cleaning, painting the same with approved colour and shade as per enclosed specifications & as per site direction.

110

-

147912

... More
Supplying, fabricating, fixing & erection of 6 mm thick chequered plate on Chambers including cutting, painting as per enclosed specification , lifting hooks,etc

26

-

3825.1

... More
Supply and Installation of Expansion Joint in RCC walls as per specification and drawing of works.

200

-

3000

... More
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

3300

-

607.2

... More
COPING (CC-1:2:4): Providing and laying in position cement concrete in coping of specified grade Grade M15 on top of the wall throughout along the length as specified and directed by the IOCL / Consultant with all materials, tools, plants and labour complete in all respect (excluding shuttering & reinforcement)

35

-

6917.07

... More
Providing groove of uniform size from 5x50mm in CC Pavement surface as per Site-In-Charge and finishing the groove with Polysulphide sealent complete as per specifications and direction of the Site- In-charge.

17500

-

215

... More
Providing groove, supplying and laying Sand & Bitumin mix in expansion joint of PCC carried out on brick pitching of Vertical Tank foundation

350

-

150

... More
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty - 300 mm dia. R.C.C. pipe

1500

-

879.99

... More
Stone Column works for Vertical Tanks other than SKO: Providing & installing min. 800 mm compacted dia. stone columns, using Vibro-Floatation technique, of approximate 10m to 13m depth from the working ground level (i.e. from RL +3m) with supply of crushed stone well graded aggregate of 50 mm down size to 8 mm as per approved construction procedure and specifications including all labour, materials, transportation, consumables, equipments, disposal of surplus materials, stacking of stones for measurement etc. complete. The vibro stone columns works shall start from the filled up level, i.e. RL +3m. The job include preparation of working platform level due to shallow ground water table. The quoted rate includes mobilisation of all Plant & Equipments (i.e rigs etc.) , tools and tackles, personnel , including cranes , generator etc. complete in all respects required for vibro stone column works and all types of field tests/investgations and demobilsation at the end of work for installation of stone columns etc as per job requirement as per drawings ,specifications and direction of site incharge.If any additional mobilization / demobilization machines and equipments are required as per site conditions, the same shall be done at no extra cost. The item includes design, preparation & submission of other documents like Method statements, post assessment reports, quality documents like field quality plan, ITP. The job also includes re-validation of design output data like length of stone columns / number of stone columns etc., if any, due to site condition or based on initial as well as job pile load test along with all computation and backup data, and construction procedure of the proposed method of treatment.

124230

-

2474

... More
Stone Column works for SKO Vertical Tanks: Providing & installing min. 800 mm compacted dia. stone columns, using Vibro-Floatation technique, of approximate 10m to 13m depth from the working ground level (i.e. from RL +3m) with supply of crushed stone well graded aggregate of 50 mm down size to 8 mm as per approved construction procedure and specifications including all labour, materials, transportation, consumables, equipments, disposal of surplus materials, stacking of stones for measurement etc. complete. The vibro stone columns works shall start from the filled up level, i.e. RL +3m. The job include preparation of working platform level due to shallow ground water table. The quoted rate includes mobilisation of all Plant & Equipments (i.e rigs etc.) , tools and tackles, personnel , including cranes , generator etc. complete in all respects required for vibro stone column works and all types of field tests/investgations and demobilsation at the end of work for installation of stone columns etc as per job requirement as per drawings ,specifications and direction of site incharge.If any additional mobilization / demobilization machines and equipments are required as per site conditions, the same shall be done at no extra cost. The item includes design, preparation & submission of other documents like Method statements, post assessment reports, quality documents like field quality plan, ITP. The job also includes re-validation of design output data like length of stone columns / number of stone columns etc, if any, due to site condition or based on initial as well as job pile load test along with all computation and backup data, and construction procedure of the proposed method of treatment.

6420

-

2474

... More
Granular Blanket works for Vertical Tanks other than SKO:Supply and construction of granular blanket of 500mm thick using mixture of 50% of 75mm down to 12 mm stone aggregate and 50% of coarse sand in layers of 250mm thick watered and rolled by 8-10 MT vibro roller including all material, labour, equipments, transportation, tests, handling wastage, compaction losses, lead and lift as per approved drawing, etc. complete. approved drawing, etc. complete. The job also includes the excavation upto the cutoff level (0.5m below RL +3m)and proper compaction by vibro roller prior to laying of granular blanket.

9450

-

3565

... More
Granular Blanket works for SKO Vertical Tank:Supply and construction of granular blanket of 500mm thick using mixture of 50% of 75mm down to 12 mm stone aggregate and 50% of coarse sand in layers of 250mm thick watered and rolled by 8-10 MT vibro roller including all material, labour, equipments, transportation, tests, handling wastage, compaction losses, lead and lift as per approved drawing, etc. complete. approved drawing, etc. complete. The job also includes the excavation upto the cutoff level (0.5m below RL +3m)and proper compaction by vibro roller prior to laying of granular blanket.

500

-

3565

... More
Biaxial Geogrid layer for Vertical Tanks other than SKO: Supply and laying of biaxial Geogrid layer with minimum 100 kN/mtr with necessary overlaps at centre of granular blanket under the footprint of tank and anchorage as per technical specification in the tender and direction by Engineer In Charge

19000

-

300

... More
Biaxial Geogrid layer for SKO Vertical Tank: Supply and laying of biaxial Geogrid layer with minimum 100 kN/mtr with necessary overlaps at centre of granular blanket under the footprint of tank and anchorage as per technical specification in the tender and direction by Engineer In Charge

1000

-

300

... More
Load Test on Stone Column

-

-

-

... More
Conducting initial single column load test as per Indian Standard with all kentledge arrangements. Test load = 1.5 times of design load.

1

-

287500

... More
Conducting initial group of three column load test as per Indian Standard with all kentledge arrangements. Test load = 1.5 times of design load.

1

-

462500

... More
Conducting routine single column load test as per Indian Standard with all kentledge arrangements. Test load = 1.1 times of design load

17

-

225000

... More
Conducting routine group of three column load test as per Indian Standard with all kentledge arrangements. Test load = 1.1 times of design load.

9

-

387500

... More
Confirmatory Soil Investigation: Boring in all kind of soils upto 30.0m depth below working platform level, as per specifications and instructions of Engineer-in-charge including conducting Standard Penetration Tests (SPT) in soil at every 1.5m interval and collecting/preserving SPT soil samples using Autotrip Hammer. (One Borehole per tank)

18

-

90000

... More
Carrying out of ECPT's at the project site including mobilization and demobilization of ECPT rig, all necessary tools & tackles, personnel etc. to site, submission of technical report. Test shall be carried out to a depth of max 30m from working level or Tip resistance qc 30 MPa or CPT machine pressure 50 bars, whichever is earlier. (2 ECPT's per tank)

36

-

45000



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