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Bridge And Roof Company India Limited Tender

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Bridge And Roof Company India Limited Tender

Works
Civil And Construction
Paints and Enamels
Energy, Oil and Gas
Civil Works Others
Eprocure
Dibrugarh, Assam
Opening Date9 Oct 2024
Closing Date19 Nov 2024
Tender Amount₹ 15,15,97,368 
Notes
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Costs

Summary

Civil, Structural, Piping (ug And Ag), Equipment Erection, Ndt, Painting And Other Works For Part A (butene-1 Unit)

Description

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Documents
Corrigendum-434.4 kBCORRIGENDUM-IV_PIP...CORRIGENDUM-IV_PIPING_PART-A_BCPL_ASSAM.pdf
Corrigendum-334.2 kBCORRIGENDUM-4_PIPI...CORRIGENDUM-4_PIPING_PART-A_BCPL_ASSAM.pdf
Corrigendum-234.2 kBCORRIGENDUM-2_PIPI...CORRIGENDUM-2_PIPING_PART-A_BCPL_ASSAM.pdf
Corrigendum-134.2 kBCORRIGENDUM-3_PIPI...CORRIGENDUM-3_PIPING_PART-A_BCPL_ASSAM.pdf
Document-10335.0 MBDRAW-PART2.pdf
DRAW-PART2
Document-10234.1 MBDRAW-PART1.pdf
DRAW-PART1
Document-10125.1 MBDRAW-PART3.pdf
DRAW-PART3
Document-10018.9 MB6-82-0001 REV. 2_2...6-82-0001 REV. 2_2.pdf
Document-9918.9 MB6-82-0001 REV. 2_1...6-82-0001 REV. 2_1.pdf
Document-9812.8 MB6-68-0004 REV. 8.p...6-68-0004 REV. 8.pdf
Document-976.2 MBTechnical Specific...Technical Specification.pdf
Document-963.5 MB6-66-0048 REV. 4.p...6-66-0048 REV. 4.pdf
Document-952.9 MB6-44-0013 REV. 6.p...6-44-0013 REV. 6.pdf
Document-942.7 MB6-82-0002 REV. 5.p...6-82-0002 REV. 5.pdf
Document-932.6 MB6-44-0007 REV. 6.p...6-44-0007 REV. 6.pdf
Document-922.5 MBB348-6-44-0005 REV...B348-6-44-0005 REV. 1.pdf
Document-912.4 MB6-82-1010 REV. 3.p...6-82-1010 REV. 3.pdf
Document-902.4 MB6-79-0020 REV. 0.p...6-79-0020 REV. 0.pdf
Document-891.8 MB6-82-0001 REV. 2_3...6-82-0001 REV. 2_3.pdf
Document-881.4 MB7-68-0689 REV. 4.p...7-68-0689 REV. 4.pdf
Document-871.3 MBB348-000-06-41-PLS...B348-000-06-41-PLS-04 RE. 0.pdf
Document-861.3 MBB348-000-79-41-PCS...B348-000-79-41-PCS-1001_ REV. 0.pdf
Document-851.3 MBHSE Guideline.pdf
Document-841.2 MBENCLOSURE-I (SOW)....ENCLOSURE-I (SOW).pdf
Document-831.1 MB6-76-0002 REV. 3.p...6-76-0002 REV. 3.pdf
Document-821.0 MBB348-000-6-41-WSC-...B348-000-6-41-WSC-01 REV. 1.pdf
Document-81999.3 kBPainting Spec.pdf
Document-80905.1 kBB348-000-06-42-CCS...B348-000-06-42-CCS-003 REV. 0.pdf
Document-79829.7 kBMin Equipment Depl...Min Equipment Deployment_ATTACHMENT-1.pdf
Document-78800.2 kBB348-000-06-42-CCS...B348-000-06-42-CCS-005 REV. 0.pdf
Document-77791.5 kBB348-000-06-41- CC...B348-000-06-41- CCS-001 REV. 0.pdf
Document-76790.2 kBB348-000-06-42- SP...B348-000-06-42- SPC-U&O REV. 2.pdf
Document-75766.2 kBB348-000-06-42-CCS...B348-000-06-42-CCS-011 REV. 0.pdf
Document-74740.1 kBB348-000-06-41- PL...B348-000-06-41- PLS-01_ REV. 0.pdf
Document-73727.5 kBCiv il Spec.pdf
Document-72696.5 kBB348-000-06-41-PLS...B348-000-06-41-PLS-01 REV. 0.pdf
Document-71597.3 kBB348-000-16-51-SP-...B348-000-16-51-SP-12 REV. 0.pdf
Document-70579.0 kB6-82-3100 REV. 1.p...6-82-3100 REV. 1.pdf
Document-69545.1 kB6-77-0001 REV. 4.p...6-77-0001 REV. 4.pdf
Document-68543.6 kB07240_115_04PS_115...07240_115_04PS_115-RB-001.pdf
Document-67510.1 kB07240_115_04PS_115...07240_115_04PS_115-RB-002.pdf
Document-66509.6 kBB348-6-44-0005-A1 ...B348-6-44-0005-A1 REV. A.pdf
Document-65508.1 kBB348-000-06-41-WSP...B348-000-06-41-WSP-0001 REV. 0.pdf
Document-64493.0 kB6-68-0015 REV. 1.p...6-68-0015 REV. 1.pdf
Document-63476.7 kB6-78-0001 REV. 2.p...6-78-0001 REV. 2.pdf
Document-62454.2 kBWelding Spec.pdf
Document-61426.6 kB6-77-0005 REV. 5.p...6-77-0005 REV. 5.pdf
Document-60400.4 kBWrapping Spec.pdf
Document-59368.2 kB6-68-0006 REV. 7.p...6-68-0006 REV. 7.pdf
Document-58354.1 kBB348-6-44-0016 REV...B348-6-44-0016 REV. 01.pdf
Document-57354.1 kB6-44-0016 REV. 1.p...6-44-0016 REV. 1.pdf
Document-56337.2 kB6-44-0007-A2 REV. ...6-44-0007-A2 REV. 3.pdf
Document-55322.0 kBB348-000-06-42-SPC...B348-000-06-42-SPC-Butene1 REV. 0.pdf
Document-54319.6 kB6-76-0001 REV. 4.p...6-76-0001 REV. 4.pdf
Document-53304.0 kBB348-6-44-0083 REV...B348-6-44-0083 REV. A.pdf
Document-52303.0 kB6-68-0033 REV. 9.p...6-68-0033 REV. 9.pdf
Document-51302.3 kB6-52-0060 REV. 2.p...6-52-0060 REV. 2.pdf
Document-50294.0 kBNDT Spec.pdf
Document-49285.2 kB6-44-0007-A1 REV. ...6-44-0007-A1 REV. 5.pdf
Document-48258.1 kBB348-000-85-41-SOW...B348-000-85-41-SOW-3004-01 REV. 0.pdf
Document-47254.5 kB6-68-0002 REV. 6.p...6-68-0002 REV. 6.pdf
Document-46248.4 kB07240_119_04MS_01....07240_119_04MS_01.pdf
Document-45239.9 kB6-68-0017 REV. 1.p...6-68-0017 REV. 1.pdf
Document-44233.4 kB07240_119-04PS_119...07240_119-04PS_119-VV-016AB.pdf
Document-43229.7 kB6-68-0007 REV. 7.p...6-68-0007 REV. 7.pdf
Document-42227.6 kB6-82-0003 REV. 3.p...6-82-0003 REV. 3.pdf
Document-41222.6 kB6-68-0003 REV. 6.p...6-68-0003 REV. 6.pdf
Document-40209.4 kB6-44-0012 REV. 5.p...6-44-0012 REV. 5.pdf
Document-39206.8 kBB348-6-44-0082 REV...B348-6-44-0082 REV. 0.pdf
Document-38204.8 kB6-79-0011 REV. 2.p...6-79-0011 REV. 2.pdf
Document-37182.9 kB6-68-0008 REV. 7.p...6-68-0008 REV. 7.pdf
Document-36179.1 kB7-68-0683 REV. 4.p...7-68-0683 REV. 4.pdf
Document-35175.5 kB6-44-0018 REV. 1.p...6-44-0018 REV. 1.pdf
Document-34171.7 kB6-66-0047 REV. 4.p...6-66-0047 REV. 4.pdf
Document-33147.4 kB6-65-0030 REV. 5.p...6-65-0030 REV. 5.pdf
Document-32131.4 kB6-68-0013 REV. 5.p...6-68-0013 REV. 5.pdf
Document-31126.8 kB6-68-0009 REV. 5.p...6-68-0009 REV. 5.pdf
Document-30115.7 kB6-81-0001 REV. 4.p...6-81-0001 REV. 4.pdf
Document-29103.9 kB6-44-0021 REV. 0.p...6-44-0021 REV. 0.pdf
Document-2897.9 kB6-68-0012 REV. 5.p...6-68-0012 REV. 5.pdf
Document-2796.3 kB8-77-0010 REV. 4.p...8-77-0010 REV. 4.pdf
Document-2691.8 kBTender_Detail_2024...Tender_Detail_2024_BandR_830096_1.html
Document-2589.1 kB6-65-0006 REV. 4.p...6-65-0006 REV. 4.pdf
Document-2488.9 kB6-66-0027 REV. 5.p...6-66-0027 REV. 5.pdf
Document-2386.3 kB7-44-0162 REV. 5.p...7-44-0162 REV. 5.pdf
Document-2284.9 kB6-66-0012 REV. 4.p...6-66-0012 REV. 4.pdf
Document-2183.7 kB6-68-0056 REV. 4.p...6-68-0056 REV. 4.pdf
Document-2081.7 kB6-61-0015 REV. 6.p...6-61-0015 REV. 6.pdf
Document-1977.3 kB6-66-0021 REV. 4.p...6-66-0021 REV. 4.pdf
Document-1873.4 kB6-68-0014 REV. 1.p...6-68-0014 REV. 1.pdf
Document-1769.8 kB6-66-0046 REV. 4.p...6-66-0046 REV. 4.pdf
Document-1667.9 kB6-66-0061 REV. 4.p...6-66-0061 REV. 4.pdf
Document-1566.1 kB7-68-0684 REV. 4.p...7-68-0684 REV. 4.pdf
Document-1465.2 kB6-66-0004 REV. 1.p...6-66-0004 REV. 1.pdf
Document-1361.8 kB6-66-0038 REV. 5.p...6-66-0038 REV. 5.pdf
Document-1261.8 kB6-65-0027 REV. 5.p...6-65-0027 REV. 5.pdf
Document-1160.4 kBAnnexure-D_71157_P...Annexure-D_71157_PIPING_BCPL.xls
Annexure-D_71157_PIPING_BCPL
Document-1051.8 kB7-68-0687 REV. 1.p...7-68-0687 REV. 1.pdf
Document-948.5 kB6-66-0018 REV. 4.p...6-66-0018 REV. 4.pdf
Document-848.4 kB7-68-0688 REV. 1.p...7-68-0688 REV. 1.pdf
Document-747.4 kB6-68-0001 REV. 5.p...6-68-0001 REV. 5.pdf
Document-644.0 kB6-66-0035 REV. 4.p...6-66-0035 REV. 4.pdf
Document-532.0 kB7-44-0310 REV. 5.p...7-44-0310 REV. 5.pdf
Document-431.7 kB7-44-0311 REV. 3.p...7-44-0311 REV. 3.pdf
Document-325.9 kB7-44-0050 REV. 5.p...7-44-0050 REV. 5.pdf
Document-219.4 kBLIST OF DRAWINGS_A...LIST OF DRAWINGS_ATTACHMENT-3.xlsx
Document-113.6 kBLIST OF TECH. SPEC...LIST OF TECH. SPEC._ATTACHMENT-2.xlsx
107 More
Report Missing Document

BOQ Items

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DO_NOT_SHOW

-

-

-

View all details for FREE
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FABRICATION (BUTT WELD)

-

-

-

... More
NB UPTO 1.5 INCH

1400

693

970200

... More
NB 2 INCH - 6 INCH

20790

693

14407470

... More
NB 8 INCH - 14 INCH

5285

693

3662505

... More
NB 16 INCH - 24 INCH

945

693

654885

... More
FABRICATION (FILLET WELD)

-

-

-

... More
NB UPTO 1.5 INCH

18875

585

11041875

... More
NB 2 INCH - 6 INCH

295

585

172575

... More
NB 8 INCH - 14 INCH

110

585

64350

... More
ERECTION (OTHER THAN SPOOL)

-

-

-

... More
NB UPTO 1.5 INCH

14735

251

3698485

... More
NB 2 INCH - 6 INCH

18200

251

4568200

... More
NB 8 INCH - 14 INCH

8245

251

2069495

... More
NB 16 INCH - 24 INCH

5135

251

1288885

... More
CARBON STEEL PIPING (NON IBR); THK. 10MM AND = 20MM

-

-

-

... More
FABRICATION (BUTT WELD)

-

-

-

... More
NB 16 INCH - 24 INCH

2095

879

1841505

... More
ERECTION (OTHER THAN SPOOL)

-

-

-

... More
NB 16 INCH - 24 INCH

1630

283

461290

... More
CARBON STEEL PIPING (IBR); THK. = TO 10MM

-

-

-

... More
FABRICATION (BUTT WELD)

-

-

-

... More
NB UPTO 1.5 INCH

80

738

59040

... More
NB 2 INCH - 6 INCH

1480

738

1092240

... More
FABRICATION (FILLET WELD)

-

-

-

... More
NB UPTO 1.5 INCH

2405

645

1551225

... More
ERECTION (OTHER THAN SPOOL)

-

-

-

... More
NB UPTO 1.5 INCH

2050

277

567850

... More
NB 2 INCH - 6 INCH

2040

277

565080

... More
STAINLESS STEEL PIPING (NON-IBR); THK. = 10MM

-

-

-

... More
FABRICATION (BUTT WELD)

-

-

-

... More
NB UPTO 1.5 INCH

60

1474

88440

... More
NB 2 INCH - 6 INCH

380

1474

560120

... More
FABRICATION (FILLET WELD)

-

-

-

... More
NB UPTO 1.5 INCH

720

1253

902160

... More
ERECTION (OTHER THAN SPOOL)

-

-

-

... More
NB UPTO 1.5 INCH

240

297

71280

... More
NB 2 INCH - 6 INCH

500

297

148500

... More
STEAM TRACERS CARBON STEEL

-

-

-

... More
NB 0.500 INCHES

4550

659

2998450

... More
NB 0.750 INCHES

12

987

11844

... More
VALVES :- Transportation of all types of valves (Including special valves, motor operated valves, PRDS, PSVs, TSVs, Control valves, On-Off/Shutdown valves, Self actuating valves) from Owner's storage points to contractor's stores/worksite and installation of valves for all rating including assembly of valves accessories like air bottles etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge.

-

-

-

... More
FLANGED/WAFER VALVES INCLUDING MOV (UPTO 600#)

-

-

-

... More
NB 0.500 INCHES

5

464

2320

... More
NB 0.750 INCHES

565

464

262160

... More
NB 1.000 INCHES

50

617

30850

... More
NB 1.500 INCHES

586

772

452392

... More
NB 2.000 INCHES

648

1030

667440

... More
NB 3.000 INCHES

201

1544

310344

... More
NB 4.000 INCHES

107

2059

220313

... More
NB 6.000 INCHES

55

2574

141570

... More
NB 8.000 INCHES

10

3861

38610

... More
NB 10.000 INCHES

12

4633

55596

... More
NB 12.000 INCHES

12

6178

74136

... More
NB 16.000 INCHES

5

10296

51480

... More
NB 18.000 INCHES

1

11583

11583

... More
CONTROL VALVES (UPTO 600#)

-

-

-

... More
NB 0.500 INCHES

4

579

2316

... More
NB 0.750 INCHES

1

579

579

... More
NB 1.000 INCHES

57

772

44004

... More
NB 1.500 INCHES

18

965

17370

... More
NB 2.000 INCHES

27

1287

34749

... More
NB 3.000 INCHES

8

1931

15448

... More
NB 4.000 INCHES

7

2574

18018

... More
NB 6.000 INCHES

7

3218

22526

... More
NB 8.000 INCHES

1

4826

4826

... More
NB 10.000 INCHES

1

5792

5792

... More
NB 12.000 INCHES

1

7722

7722

... More
NB 16.000 INCHES

1

12870

12870

... More
PRESS. RELIEF/ SAFETY VALVES, PILOT OP. SAFETY VALVES (UPTO 600#)( Size are valve inlet size)

-

-

-

... More
NB 0.750 INCHES

6

533

3198

... More
NB 1.000 INCHES

21

710

14910

... More
NB 1.500 INCHES

16

888

14208

... More
NB 2.000 INCHES

5

1184

5920

... More
NB 3.000 INCHES

7

1776

12432

... More
NB 4.000 INCHES

1

2368

2368

... More
NB 6.000 INCHES

1

2960

2960

... More
SPRING SUPPORT ASSEMBLIES :- Transportation of all types of spring support assemblies from Owner's storage points to contractor's stores/worksite and installation of spring support assemblies for all rating including assembly, if any, fixing of gaskets bolts/nuts, welding attachments wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. Contractor to ensure that travel stops are removed and spring is locked in cold load position for Hydrotest. It shall be ensured that locking devices are removed and springs are properly set at hot load position during commissioning.

3.25

48600

157950

... More
BOLT TENSIONING :- Carrying out tensioning of bolted joints on all types of piping as called for in EIL Specification No.6-76-0002 on already erected system including supply of all materials, recording devices, instruments etc; Providing all normal and special equipment and gadgets, skilled / un skilled labour, specialist, supervisory staff and completing the work in all respects as per specifications and instructions of engineer-in-charge. some joints may require bolt tensioning more than once, but, payment for one joint shall be made only once.

-

-

-

... More
300# JOINTS

-

-

-

... More
NB 10.000 INCHES

5

7214

36070

... More
NB 12.000 INCHES

82

7733

634106

... More
NB 16.000 INCHES

19

9504

180576

... More
REINFORCING PADS FOR PIPES :- Fabrication of reinforcing pads for pipe connection wherever required (from pipes only supplied by the Owner) and erection, fitup, welding & testing (including DP/MP) if required of the same and performing Positive Material Identification(PMI) using alloy analysers as per the specifications, drawings and instructions of the Engineer-in-Charge. Note: Sizes mentioned for Reinforcing Pads are for branch pipe

-

-

-

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C.S REINFORCING PADS

-

-

-

... More
NB 2.000 INCHES

35

2896

101360

... More
NB 3.000 INCHES

21

4325

90825

... More
NB 4.000 INCHES

14

5753

80542

... More
NB 6.000 INCHES

9

8610

77490

... More
RADIOGRAPHY :- Performance of radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractor's fault and for additional radiography necessitated due to poor performance of contractor's welders shall be done at contractor's cost) Note: Unit for radiography quantity is 'Nos of circumferencial weld joints'.

-

-

-

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FOR JOINTS THK. = 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION)

-

-

-

... More
NB 0.750 INCHES

10

648

6480

... More
NB 1.000 INCHES

3

648

1944

... More
NB 1.500 INCHES

5

648

3240

... More
NB 2.000 INCHES

77

648

49896

... More
NB 3.000 INCHES

28

648

18144

... More
NB 4.000 INCHES

26

681

17706

... More
NB 6.000 INCHES

11

816

8976

... More
FOR JOINTS THK. = 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS)

-

-

-

... More
NB 0.750 INCHES

35

720

25200

... More
NB 1.000 INCHES

6

720

4320

... More
NB 1.500 INCHES

147

720

105840

... More
NB 2.000 INCHES

601

720

432720

... More
NB 3.000 INCHES

511

812

414932

... More
NB 4.000 INCHES

64

828

52992

... More
NB 6.000 INCHES

28

958

26824

... More
FOR JOINTS ABOVE THK. 8MM

-

-

-

... More
NB 4.000 INCHES

3

681

2043

... More
NB 8.000 INCHES

3

1089

3267

... More
NB 10.000 INCHES

4

1361

5444

... More
NB 12.000 INCHES

91

1452

132132

... More
NB 16.000 INCHES

61

1958

119438

... More
NB 18.000 INCHES

-

-

-

... More
DYE PENETRATION/MAGNETIC PARTICLE TEST :- Performance of magnetic particle/ dye penetrant test including supply of all necessary materials, equipment and labour for carrying out the work as per specification and directions of Engineer-in-Charge.

-

-

-

... More
DYE PENETRANT TEST

12708

54

686232

... More
MAGNETIC PARTICLE TEST

100

72

7200

... More
PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY OWNER) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles, hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides, special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply and application one coat of primer, all necessary equipments, consumables, labour, returning surplus materials and scrap etc to owner's storage points and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; and adjustment/ alignment during precommisioning, commisioning as per the instructions of Engineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item.

-

-

-

... More
DUMMY PIPE SUPPORTS FOR C.S (OWNER SUPPLIED)

4.5

54000

243000

... More
DUMMY PIPE SUPPORTS FOR S.S (OWNER SUPPLIED)

0.09

112500

10125

... More
PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY CONTRACTOR) :- Fabrication, erection (at all elevations) of pipe supports like shoes, cradles, hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides, special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply and application one coat of primer, all necessary equipments, consumables, labour, and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; and adjustment/ alignment during precommisioning, commisioning as per the instructions of Engineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item.

-

-

-

... More
C.S STRUCTURAL STEEL (CONTRACTOR SUPPLIED)

4.5

128044

576198

... More
HARDNESS TEST :- Carrying out hardness testing of weld joints on all types of piping as called for on shop / site fabricated already erected system including supply of all materials, instrument set., providing all normal & special equipment and gadgets, skilled / unskilled labour, specialist, supervisory staff and completing the work in all respects as per specifications and instructions of engineer-in-charge. The joints under this head do not include Stress Relieved joints. Joints which do not meet the hardness requirement as per spec shall be stress relieved and re tested on contractor's cost. No seperate payment shall be made for this. . NOTE : Unit for hardness testing quantity is 'Nos. of Test Spots'.

-

-

-

... More
NUMBER OF TEST SPOTS

4785

32

153120

... More
CHEMICAL CLEANING/PICKLING/DEGREASING/PASSIVATION :- Cleaning and pickling of equipment/pipeline includng preparation of circulation loop, supply of temporary piping, pumps, heater coils, gaskets, thermometer, hydrometer, valve, test coupon, spares, laboratory facilities, with all accessories for conducting test, chemicals, safety accessories and also providing or hiring all necessary equipment and whatever else even though not expressly mentioned herein and in specificaions but required to perform the work as per job specifications and instructions of Engineer-in-Charge.

-

-

-

... More
AMINE DEGREASING OF CS PIPING

-

-

-

... More
NB 0.500 INCHES

15

173

2595

... More
NB 0.750 INCHES

10

173

1730

... More
NB 1.500 INCHES

265

259

68635

... More
NB 2.000 INCHES

60

346

20760

... More
NB 3.000 INCHES

15

518

7770

... More
PASSIVATION OF COOLING WATER LINES

-

-

-

... More
NB 0.500 INCHES

5

194

970

... More
NB 0.750 INCHES

360

194

69840

... More
NB 1.000 INCHES

220

194

42680

... More
NB 1.500 INCHES

720

194

139680

... More
NB 2.000 INCHES

195

389

75855

... More
NB 3.000 INCHES

345

583

201135

... More
NB 4.000 INCHES

20

778

15560

... More
NB 6.000 INCHES

380

1166

443080

... More
NB 8.000 INCHES

225

1555

349875

... More
NB 10.000 INCHES

15

1944

29160

... More
NB 12.000 INCHES

45

2333

104985

... More
FABRICATION & ERECTION OF BLINDS/SPECTACLE BLINDS/SPACER & BLINDS ETC. :- Transportation from owner's storage point to work site, fabrication and erection of blinds, spectacle blinds, spacers & blinds of all ratings from plate material of all thicknesses supplied by owner as free issue; cutting, edge preparation, rolling, fit up, welding, cleaning, testing (hydrotesting, MP/DP, radiography), wherever required bolts nuts & gaskets including supply of necessary equipment, consumables, labour etc as per standards / specifications and directions of Engineer-in-charge

-

-

-

... More
BLINDS

-

-

-

... More
NB 2.000 INCHES

7

1967

13769

... More
NB 3.000 INCHES

7

2950

20650

... More
NB 4.000 INCHES

7

3933

27531

... More
NB 6.000 INCHES

1

5900

5900

... More
NB 8.000 INCHES

1

7866

7866

... More
NB 10.000 INCHES

1

9833

9833

... More
NB 12.000 INCHES

1

11799

11799

... More
NB 14.000 INCHES

1

13776

13776

... More
NB 16.000 INCHES

1

15732

15732

... More
SPECTACLE BLINDS

-

-

-

... More
NB 2.000 INCHES

1

1967

1967

... More
NB 4.000 INCHES

1

3933

3933

... More
NB 6.000 INCHES

1

5900

5900

... More
NB 8.000 INCHES

1

7866

7866

... More
SPACERS & BLINDS

-

-

-

... More
NB 10.000 INCHES

1

9833

9833

... More
NB 12.000 INCHES

1

11799

11799

... More
NB 14.000 INCHES

1

13776

13776

... More
NB 16.000 INCHES

1

15732

15732

... More
MODIFICATION/EXTRA WORKS (IF ANY) :- Cutting, bevelling, fitup, welding of different sizes of CS/AS/SS/Higher Alloy piping of all types and thicknessess in shop, in position, on ground/overhead on rack and at all elevations; transportation of pipes, fittings, flanges etc from owner's storage point to work site/ work shop, making necessary scaffoldings, consumables, machinery, tools, tackles, labour and supervision including attending repairs for completing the work as per the instruction of Engineer-in-charge.

-

-

-

... More
FLAME CUTTING C.S PIPING IBR/NON IBR

1000

172

172000

... More
HACKSAW CUTTING C.S PIPING IBR/NON IBR

315

206

64890

... More
BEVELLING C.S PIPING IBR/NON IBR

1315

203

266945

... More
FITUP & WELDING C.S PIPING IBR/NON IBR

1315

836

1099340

... More
FLAME CUTTING S.S PIPING IBR/NON IBR

18

207

3726

... More
HACKSAW CUTTING S.S PIPING IBR/NON IBR

9

360

3240

... More
BEVELLING S.S PIPING IBR/NON IBR

27

327

8829

... More
FITUP & WELDING S.S PIPING IBR/NON IBR

27

1416

38232

... More
FLAME CUTTING A.S PIPING IBR/NON IBR

5

207

1035

... More
HACKSAW CUTTING A.S PIPING IBR/NON IBR

5

360

1800

... More
BEVELLING A.S PIPING IBR/NON IBR

5

327

1635

... More
FITUP & WELDING A.S PIPING IBR/NON IBR

5

1250

6250

... More
REMOVAL ERECTED PIPING(ABOVE GROUND) :- Removal of piping existing/ erected including SW valves for modification as required as per Drawings/P&IDs/instructions of Engineer-in-charge at all elevations, including providing assistance to owner for draining, cleaning and purging of the lines to be removed , unbolting of flanged joints /cutting of pipe lines wherever required, installation of flanges and blind flanges, removal of insulation from insulated lines, removing supports, steam tracers, all fittings and flanges, instruments etc, cutting of pipes in appropriate length for transporting purposes, cleaning, flushing, drying and transporting all materials to storage point(within the complex battery limits) designated by Owner/EIL including stacking of material and disposing of waste etc as instructed by Engineer-in-charge.

-

-

-

... More
C.S/A.S PIPING

1240

179

221960

... More
S.S PIPING

18

242

4356

... More
REMOVAL OF ERECTED VALVES (ABOVE GROUND) :- Removal of all types and ratings of valves by unbolting, cutting etc. as required, cleaning by flushing with water/air etc. as required and transportation of the same to Owner's storage point (within thecomplex battery limits) and stacking as per instructions of Engineer-in-Charge.

-

-

-

... More
VALVES OTHER THAN CONTROL VALVES

-

-

-

... More
NB 1.000 INCHES

5

518

2590

... More
NB 1.500 INCHES

22

777

17094

... More
NB 2.000 INCHES

22

1035

22770

... More
NB 3.000 INCHES

22

1553

34166

... More
NB 4.000 INCHES

13

2070

26910

... More
NB 6.000 INCHES

5

3105

15525

... More
NB 8.000 INCHES

1

4140

4140

... More
NB 10.000 INCHES

1

5175

5175

... More
NB 12.000 INCHES

1

6210

6210

... More
NB 16.000 INCHES

1

8280

8280

... More
NB 18.000 INCHES

1

9315

9315

... More
CONTROL VALVES

-

-

-

... More
NB 1.000 INCHES

11

518

5698

... More
NB 1.500 INCHES

11

777

8547

... More
NB 2.000 INCHES

5

1035

5175

... More
NB 3.000 INCHES

2

1553

3106

... More
NB 4.000 INCHES

2

2070

4140

... More
NB 6.000 INCHES

2

3105

6210

... More
NB 8.000 INCHES

2

4140

8280

... More
NB 10.000 INCHES

2

5175

10350

... More
NB 12.000 INCHES

1

6210

6210

... More
NB 16.000 INCHES

1

8280

8280

... More
LOW FRICTION PADS: Supply, fabrication and fixing of low friction pads with suitable bonding materials / fasteners, as specified in Drawings / Isometrics / Special support sketches.

-

-

-

... More
TEFLON PAD WITH COMPRESSIVE STRENGTH (0.25 OFFSET) :1870 PSI

0.18

2486070

447492.6

... More
GRAPHITE PAD WITH COMPRESSIVE STRENGTH : 2877 PSI

0.24

2237515

537003.6

... More
PRE-COMMISSIONING / COMMISSIONING ASSISTANCE : Carrying out Pre-commissioning / Commissioning activities such as dropping the valves, control valves and spool pieces, air and water flushing and air-blasting, steam blowing, air drying, re-installing the valves, control valves and spool pieces, leak testing etc. as per pre-commissioning / commissioning specification/ procedure and instruction of Engineer-in-charge including supply of necessary hand tools, equipments/ machinery, consumables (electrodes, filler wire, gas, card board, target plate, scaffolding etc. wherever required) and with single point responsibility of Contractor's supervision. Note : This manpower will be utilized for Pre-commissioning & Commissioning requirement over and above that already described elsewhere in this SOR. One Man day is 12 hour duty.

-

-

-

... More
SKILLED (WITH HAND TOOLS, EQUIPMENT/ MACHINERY, CONSUMABLES)

480

2415

1159200

... More
SEMI SKILLED (WITH HAND TOOLS)

960

2171

2084160

... More
HELPER/ UNSKILLED

960

1931

1853760

... More
CALLIBRATION OF SAFETY VALVES : Cleaning, set pressure tests of pressure relief and thermal relief valves before installation, providing equipments, necessary test jig, instrument air, nitrogen cylinders, all consumables including dropping/shifting of the PSV's/TSV's from the installed position(if required) to workshop for calibration/re-calibration/re-checking, etc., and reinstall back to original location including parts replacement, gasket, stud/bolts etc., re-fixing of the PSV's /TSV's including lapping (if required) but excludes flow calibration, calibration/test reports and excluding supply of valves. Note : Size mentioned below are Safety Valve Inlet Size

-

-

-

... More
NB 0.750 INCHES

7

1035

7245

... More
NB 1.000 INCHES

37

1242

45954

... More
NB 1.500 INCHES

24

1553

37272

... More
NB 2.000 INCHES

5

2070

10350

... More
NB 3.000 INCHES

7

3105

21735

... More
NB 4.000 INCHES

1

4140

4140

... More
NB 6.000 INCHES

1

6210

6210

... More
PIPE DAVITS : Supply, fabrication & erection of pipe davits as per EIL std. 7-12-023 for lowering of aircooler motors/safety valves from structural platforms, fixing the same to platforms, inspection as per specs., supply of all necessary materials, equipment, consumables, labour, supervision etc. The work shall be carried out as per the specifications, drawings & instruction of engineerincharge.

2

139500

279000

... More
OPENING & BOXING-UP OF PIPING / EQUIPMENT FLANGES & BLINDING OF FLANGESJOINTS : Box-up of flange joints with or without Blinds by providing required scaffoldings / temporary supports / mechanical jacks at all locations and elevation, engaging manpower, tools & tackles, tightening Torque wrench/ Tensioner ( wherever torque tightening is required ), lapping Paste, including issuing and transportation of bolts, nuts and gaskets and from owner store, cleaning of mating surfaces of flanges, lapping of flanges where ever required, removal of temporary gaskets / studs, nuts / test blinds installed by others and completing the work in all respect as per specification, drawing and instruction of owner / engineer in charge.)

-

-

-

... More
FLANGE ASSEMBLY 150#

-

-

-

... More
NB 3.000 INCHES

24

661

15864

... More
NB 4.000 INCHES

20

880

17600

... More
NB 6.000 INCHES

9

1034

9306

... More
NB 8.000 INCHES

5

1321

6605

... More
NB 12.000 INCHES

2

1761

3522

... More
FLANGE ASSEMBLY 300#

-

-

-

... More
NB 3.000 INCHES

1

991

991

... More
NB 4.000 INCHES

2

1321

2642

... More
NB 6.000 INCHES

2

1551

3102

... More
NB 8.000 INCHES

2

1981

3962

... More
NB 10.000 INCHES

2

2229

4458

... More
NB 12.000 INCHES

2

2642

5284

... More
INJECTION NOZZLES : Fabrication and erection of spray nozzles/injection quills as per piping detail/sketches & as per the instruction of engineer in charge.

-

-

-

... More
4" STUB WITH 1.5" INJECTION NOZZLE

7

7452

52164

... More
EXTERNAL CHEMICAL CLEANING AND PASSIVATION OF SS WELDS AS PER JOB SPECIFICATION(UNIT OF MESAUREMENT - NO OF JOINTS)

-

-

-

... More
NB 0.50 INCH

5

156

780

... More
NB 0.75 INCH

24

156

3744

... More
NB 1.0 INCH

12

156

1872

... More
NB 1.50 INCH

270

233

62910

... More
NB 2.0 INCH

150

311

46650

... More
NB 3.0 INCH

18

388

6984

... More
NB 4.0 INCH

5

466

2330

... More
DIGITAL RADIOGRAPHY : Performance of Digital Radiographic inspection on pipeline/ piping (as applicable) of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per requirements specified in the piping scope of work, Digital Radiography specifications and instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-Charge. (Repeat radiography due to defective radiograph on repaired joints due to contractor's fault and for additional radiography necessitated due to poor performance of contractor's welder shall be done at contractor's cost). NOTE: 1. Unit for radiography quantity is nos. of circumferential weld joints. 2. Digital Radiography is applicable to Process Piping

-

-

-

... More
FOR JOINTS THK. = 8 MM (FOR CS OTHER THAN CLASS IV OF JOB NDE SPECIFICATION)

-

-

-

... More
NB 0.50 INCH

-

-

-

... More
NB 0.75 INCH

11

815

8965

... More
NB 1.0 INCH

3

815

2445

... More
NB 1.50 INCH

9

815

7335

... More
NB 2.0 INCH

84

815

68460

... More
NB 3.0 INCH

32

850

27200

... More
NB 4.0 INCH

28

850

23800

... More
NB 6.0 INCH

15

988

14820

... More
FOR JOINTS THJK. + 8MM (FOR CS AS PER CLASS IV OF JOB NDE SPECIFICATION/AS/SS)

-

-

-

... More
NB 0.5 INCH

-

-

-

... More
NB 0.75 INCH

36

815

29340

... More
NB 1.0 INCH

6

815

4890

... More
NB 1.50 INCH

157

815

127955

... More
NB 2.0 INCH

636

815

518340

... More
NB 3.0 INCH

536

850

455600

... More
NB 4.0 INCH

67

850

56950

... More
NB 6.0 INCH

35

988

34580

... More
FOR JOINTS THK. ABOVE 8MM

-

-

-

... More
NB 4.0 INCH

3

850

2550

... More
NB 6.0 INCH

3

988

2964

... More
NB 8.0 INCH

3

1127

3381

... More
NB 10.0 INCH

4

1334

5336

... More
NB 12.0 INCH

91

1403

127673

... More
NB 16.0 INCH

61

1679

102419

... More
NB 18.0 INCH

1

1679

1679

... More
CLOSE PROXIMITY RADIOGRAPHY: Performance of radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of Engineer-in-charge. Radiographs shall be submitted to the Engineer in charge. (repeat Radiography due to defective radiograph on repaired joints due to contractor's fault and for additional radiography necessiated due to poor performance of contractor's welder shall be done at contractor's cost). Note: Unit of radiography quantity is 'Nos of circumferential weld joints', and rates are also inclusive of scaffolding wherever required.

-

-

-

... More
FOR JOINTS THK. = 8MM (FOR CS OTHER THAN CLASS IV OF JOB NDE SPECIFICATION)

-

-

-

... More
NB 0.50 INCH

1

1116

1116

... More
NB .75 INCH

5

1116

5580

... More
NB 1.0 INCH

2

1116

2232

... More
NB 1.50 INCH

5

1116

5580

... More
NB 2.0 INCH

42

1116

46872

... More
NB 3.0 INCH

15

1116

16740

... More
NB 4.0 INCH

15

1116

16740

... More
NB 6.0 INCH

6

1116

6696

... More
FOR JOINTS THK. = 8MM (FOR CS AS PER CLASS IV OF JOB NDE SPECIFICATION/AS/SS)

-

-

-

... More
NB 0.50 INCH

1

1116

1116

... More
NB 0.75 INCH

17

1116

18972

... More
NB 1.0 INCH

4

1116

4464

... More
NB 1.50 INCH

78

1116

87048

... More
NB 2.0 INCH

320

1116

357120

... More
NB 3.0 INCH

268

1116

299088

... More
NB 4.0 INCH

34

1116

37944

... More
NB 6.0 INCH

17

1116

18972

... More
FOR JOINTS THK. ABOVE 8MM

-

-

-

... More
NB 4.0 INCH

1

1116

1116

... More
NB 6.0 INCH

1

1116

1116

... More
NB 8.0 INCH

2

1256

2512

... More
NB 10.0 INCH

2

1476

2952

... More
NB 12.0 INCH

45

1476

66420

... More
NB 16.0 INCH

31

1823

56513

... More
NB 18.0 INCH

1

2178

2178

... More
INSTALLATION OF PRE-FABRICATED HOOK UPS : Welding of First Joint of Pre-Fabricated hook ups on pipe/equipment/orifice flange/flow meter end. Welding of end connection on tapping/pre fabricated hookups, seal run of threaded connection including erection of supports,mounting of instrument stanchions (2" pipe) through pipe clamp/Brackets (if required), performing Positive Material Identification (PMI)using alloy analyzers and performing Radiography on all welds. PWHT to be done wherever applicable as per piping class. Transportation of all items from Owner's storage point to work site/workshop. Welding/fixing of pipe clamps, instrument stanchion. Prefabricated hook-up welding on pipe shall be of Dissimilar material. Material of pre fabricated hook-ups shall be SS (316/321)

-

-

-

... More
Pressure Assembly with 0.75" SW Connection (Without PWHT)

86

1656

142416

... More
Pressure Assembly with 1.5" SW Connection (Without PWHT)

13

3105

40365

... More
Flow Assembly with 0.5" TH Connection (Without PWHT)

23

1346

30958

... More
Pressure Assembly with .75" SW connection (with PWHT)

1

1863

1863

... More
Flow Assembly with 0.5" TH Connection (With PWHT)

1

1553

1553

... More
PAINTING (UNITS) :- Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per Job Specification, drawings and direction of Engineer-in-Charge for all types of uninsulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. For insulated piping wherever blast cleaning with no primer application is specified, in such cases finish paints shall also be applied in the fabrication yard. The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabrication as well as erection joints) shall be left unpainted till hydrotesting. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines.

-

-

-

... More
PAINTING OF UN-INSULATED SURFACES AS PER TABLE 6.0 OF EIL JOB SPEC: B348-000-06-41-PLS-01 FOR CS/LTCS/AS PIPING

-

-

-

... More
DESIGN TEMP GROUP: -16 TO 80 (DEG C)SURFACE PREPARATION & PRE-ERECTION/SHOP PRIMER: SSPC-SP-10; 1COAT OF F-9 @ 65-75u DFT/COAT, PRIMER COAT: 1 COAT OF P-6 @ 40u DFT/COAT, FINISH COAT : 2 COATS OF F-6B @ 100u DFT/COAT + 1 COAT OF F-2 @ 40 u DFT/COAT

-

-

-

... More
PIPES

-

-

-

... More
NB: .5 Inches

680

59

40120

... More
NB: .75 Inches

395

72

28440

... More
NB: 1 Inches

3015

92

277380

... More
NB: 1.5 Inches

5755

133

765415

... More
NB: 2 Inches

2530

144

364320

... More
NB: 3 Inches

1275

212

270300

... More
NB: 4 Inches

360

274

98640

... More
NB: 6 Inches

560

402

225120

... More
NB: 8 Inches

95

524

49780

... More
NB: 10 Inches

4

653

2612

... More
NB: 12 Inches

45

772

34740

... More
VALVES

-

-

-

... More
NB: 2 Inches

317

257

81469

... More
NB: 3 Inches

56

379

21224

... More
NB: 4 Inches

44

487

21428

... More
NB: 6 Inches

17

717

12189

... More
NB: 8 Inches

1

933

933

... More
NB: 10 Inches

1

1164

1164

... More
DESIGN TEMP GROUP: 81 TO 400 (DEG C)SURFACE PREPARATION & PRE-ERECTION/SHOP PRIMER : SSPC-SP-10; 1COAT OF F-9 @ 65-75u DFT/COAT, FINISH COAT : 2 COATS OF F-12 @ 20u DFT/COAT

-

-

-

... More
PIPES

-

-

-

... More
NB: .5 Inches

320

44

14080

... More
NB: .75 Inches

995

54

53730

... More
NB: 1 Inches

1265

69

87285

... More
NB: 1.5 Inches

1135

100

113500

... More
NB: 2 Inches

975

108

105300

... More
NB: 3 Inches

480

160

76800

... More
NB: 4 Inches

373

205

76465

... More
NB: 6 Inches

319

302

96338

... More
NB: 8 Inches

54

394

21276

... More
NB: 10 Inches

139

491

68249

... More
NB: 12 Inches

103

581

59843

... More
NB: 16 Inches

72

731

52632

... More
NB: 18 Inches

198

822

162756

... More
NB: 20 Inches

13

913

11869

... More
VALVES

-

-

-

... More
NB: 2 Inches

193

185

35705

... More
NB: 3 Inches

43

274

11782

... More
NB: 4 Inches

12

351

4212

... More
NB: 6 Inches

15

518

7770

... More
NB: 10 Inches

4

840

3360

... More
NB: 18 Inches

2

1406

2812

... More
DESIGN TEMP GROUP: 401 TO 540 (DEG C)SURFACE PREPARATION & PRE-ERECTION/SHOP PRIMER: SSPC-SP-10; 1COAT OF F-12@20u DFT/COAT; FINISH COAT: 2 COATS OF F12 @ 20u DFT/COAT

-

-

-

... More
PIPES

-

-

-

... More
NB: .5 Inches

4

47

188

... More
NB: .75 Inches

4

56

224

... More
NB: 1 Inches

4

68

272

... More
NB: 2 Inches

4

101

404

... More
VALVES

-

-

-

... More
NB: 2 Inches

1

212

212

... More
PAINTING UNDER INSULATION AS PER TABLE 11.0 OF EIL JOB SPEC: B348-000-06-41-PLS-01,FOR CS/LTCS/AS PIPING

-

-

-

... More
DESIGN TEMP GROUP: -45 TO 125 (DEG C)SURFACE PREPARATION & PREERCETION/SHOP PRIMER: SSPC-SP-10;1 COAT OF F-15 @ 75u DFT/COAT; FINISH PAINT : 2 COATS OF F-15 @ 75u DFT/COAT

-

-

-

... More
PIPES

-

-

-

... More
NB: .5 Inches

105

45

4725

... More
NB: .75 Inches

75

56

4200

... More
NB: 1 Inches

4

71

284

... More
NB: 1.5 Inches

555

103

57165

... More
NB: 2 Inches

190

112

21280

... More
NB: 3 Inches

245

164

40180

... More
NB: 4 Inches

140

211

29540

... More
NB: 6 Inches

22

311

6842

... More
NB: 8 Inches

190

404

76760

... More
NB: 10 Inches

4

504

2016

... More
NB: 12 Inches

45

596

26820

... More
VALVES

-

-

-

... More
NB: 2 Inches

22

222

4884

... More
NB: 3 Inches

22

329

7238

... More
NB: 4 Inches

4

422

1688

... More
NB: 6 Inches

2

621

1242

... More
NB: 8 Inches

2

808

1616

... More
NB: 10 Inches

1

1008

1008

... More
NB: 12 Inches

1

1193

1193

... More
DESIGN TEMP GROUP: 126 TO 450 (DEG C)SURFACE PREPARATION & PREERCETION/SHOP PRIMER: SSPC-SP-10;1 COAT OF F-16 @ 125u DFT/COAT; FINISH PAINT : 1 COAT OF F-16 @ 125u DFT/COAT

-

-

-

... More
PIPES

-

-

-

... More
NB: .5 Inches

3580

67

239860

... More
NB: .75 Inches

645

82

52890

... More
NB: 1 Inches

350

104

36400

... More
NB: 1.5 Inches

1185

151

178935

... More
NB: 2 Inches

515

164

84460

... More
NB: 3 Inches

301

241

72541

... More
NB: 4 Inches

715

311

222365

... More
NB: 6 Inches

99

457

45243

... More
NB: 8 Inches

40

596

23840

... More
NB: 10 Inches

36

743

26748

... More
NB: 12 Inches

225

878

197550

... More
NB: 16 Inches

63

1104

69552

... More
VALVES

-

-

-

... More
NB: 2 Inches

97

328

31816

... More
NB: 3 Inches

86

483

41538

... More
NB: 4 Inches

61

621

37881

... More
NB: 6 Inches

14

914

12796

... More
NB: 8 Inches

6

1191

7146

... More
NB: 10 Inches

6

1484

8904

... More
NB: 12 Inches

4

1756

7024

... More
NB: 16 Inches

1

2209

2209

... More
PAINTING UNDER INSULATION AS PER TABLE 11.0 OF EIL JOB SPEC B348-000-06-41-PLS-01 FOR SS PIPING

-

-

-

... More
DESIGN TEMP GROUP: -45 TO 125 (DEG C)SURFACE PREPARATION & PRE-ERECTION/SHOP PRIMER: SSPC-SP-7 (15-25 u surface profile); 1 coat of F-15 @ 75u DFT/ Coat; FINISH COAT : 2 coats of F-15 @ 75u DFT/coat

-

-

-

... More
PIPES

-

-

-

... More
NB: .5 Inches

22

93

2046

... More
NB: .75 Inches

4

110

440

... More
NB: 1 Inches

4

134

536

... More
NB: 2 Inches

9

199

1791

... More
NB: 3 Inches

13

283

3679

... More
DESIGN TEMP GROUP: 126 TO 550 (DEG C)SURFACE PREPARATION & PRE-ERCTION/SHOP PRIMER: SSPC-SP-7; (15-25u SURFACE PROFILE); 1 Coat of F-16 @ 125u DFT/Coat; FINISH : 1 coat of F-16 @ 125u DFT/Coat

-

-

-

... More
PIPES

-

-

-

... More
NB: .5 Inches

22

118

2596

... More
NB: .75 Inches

4

140

560

... More
NB: 1 Inches

4

170

680

... More
NB: 2 Inches

4

252

1008

... More
NB: 3 Inches

13

360

4680

... More
EQUIPMENT - PACKAGE

-

-

-

... More
INSTALLATION OF FREE ISSUE EQUIPMENT: Handling and transportation of Equipment from Owner's storage point to work site / contractor's stores. Assembly of subassemblies, placing the equipment on foundations / structures, levelling, aligning, fixing of foundation bolts, providing (including supply) packing/shim plates, chipping and dressing of foundations, grouting (inclduing supply and applications of grout material), cleaning and flushing of equipment with water, draining and drying with compressed air, erection of inter- connecting piping including some amount of cutting and welding, wherever required. Purging the line with air/gas, installation of insulation in all respects wherever applicable on equipments and piping as per Vendor drawings, application of touch-up paint (if required) after erection and assembly at site, providing manpower for carrying out pre-commissioning, commissioning and testing under the supervision guidance of Manufacturer's/Owner's personnel and rectifying defects, if any and completing the work in all respects as per drawing(s), specifications, scope of work and instructions of engineer in charge for each equipment including drives and accessories listed below :

-

-

-

... More
Filter

1

33300

33300

... More
INSTALLATION OF FIELD ASSEMBLED FREE ISSUE PACKAGES COMPRISING OF KNOCKED DOWN EQUIPMENT: Handling and transportation of Package consisting of single or multiple skids including interconnecting piping between skids from Owner's storage point to work site/contractor's stores. Assembly of sub-assemblies, placing the equipment on foundations/structures, levelling, aligning, fixing of foundation bolts, providing (including supply) packing/shim plates, chipping and dressing of foundations, grouting (including supply and applications of grout material), cleaning and flushing of equipment with water, draining and drying with compressed air, erection of vendor's supplied loose inter- connecting piping including instruments, piping accessories and supports, wherever required. Purging the line with air/gas as per the instruction of Package supplier (wherever applicable), installation of insulation in all respects wherever applicable on equipments and piping as per Vendor drawings, application of touch-up paint (if required) after erection and assembly at site, providing manpower for carrying out pre-commissioning, commissioning and testing under the supervision guidance of Manufacturer's/Owner's personnel and rectifying defects, if any and completing the work in all respects as per drawing(s), specifications, scope of work and instructions of engineer in charge for each equipment including drives and accessories listed below : NOTE (1): Erection of Vendor's supplied loose interconnecting piping and it's structural support is already covered above and the indicated weight of respective package mentioned below includes the same. NOTE (2): Contractor's scope shall also cover field welding which includes fabrication & hydro/pneumatic testing, DPT/MPT/NDT testing, etc. of vendor's supplied loose interconnecting piping(pre-fabricated spools/commercial length), wherever required.

-

-

-

... More
TEAL INJECTION PACKAGE ( For detail, Refer SOW document. - B348-000-80-42-SOW-3004)

150

40500

6075000

... More
Fabrication, assembly, shop painting, inspection, testing, packing and delivery including supply of all special tools and tackles as applicable, assembly of sub assembly, erection and testing, commissioning, performance guarantee run test at site, other field works including civil- structural work. completing the work in all respects as per drawing, specifications, scope of work and instructions of engineer in charge for each equipment including drives and accessories

-

-

-

... More
Two nos. Cuno Auto-Klean or equivalent type Filters ( Tag no. 119-GN-001 & 119-GN-003, For detail refer SOW document B348-000-80-42-SOW-3004)

0.5

40500

20250

... More
CHAIN PULLEY BLOCK

-

-

-

... More
Supply of Geared Trolley Mounted Chain Pulley Block Procurement & delivery of Chain Pulley Block (CPB) with its trolley, lift up to 8 m and average 8 m distance from monorail to operating floor irrespective of monorail beam size. For upward revision of height of lift and (or) operating floor distance below monorail beyond the aforesaid limit, payment shall be adjusted based on respective quoted rate for per meter increase in the height of lift and operating floor distance below monorail.

-

-

-

... More
Spark resistant Chain Pulley Block with Geared Trolley suitable for Hazardous area of capacity 1.5 MT

1

126360

126360

... More
Spark resistant Chain Pulley Block with Geared Trolley suitable for Hazardous area of capacity 10 MT

1

556740

556740

... More
Spark resistant Chain Pulley Block with Geared Trolley suitable for Hazardous area of capacity 3 MT

1

164506

164506

... More
Spark resistant Chain Pulley Block with Geared Trolley suitable for Hazardous area of capacity 1 MT

1

106326

106326

... More
Spark resistant Chain Pulley Block with Geared Trolley suitable for Hazardous area of capacity 2 MT

1

178330

178330

... More
Spark resistant Chain Pulley Block with Geared Trolley suitable for Hazardous area of capacity 5 MT

1

342900

342900

... More
Spark resistant Chain Pulley Block with Geared Trolley suitable for Hazardous area of capacity 7.5 MT

1

446628

446628

... More
Spark resistant Chain Pulley Block with Geared Trolley suitable for Hazardous area of capacity 0.5 MT

1

91800

91800

... More
Supply of Geared Trolley (of Chain Pulley Block (CPB)) Procurement & delivery of Geared Trolley (of Chain Pulley Block), average 8 m distance from monorail to operating floor irrespective of monorail beam size. Also refer Scope of work /Job Specification attached with the tender.

-

-

-

... More
Spark resistant Geared trolley suitable for hazardous area for Chain Pulley Block of capacity 2 MT

1

178330

178330

... More
Spark resistant Geared trolley suitable for hazardous area for Chain Pulley Block of capacity 1 MT

1

106326

106326

... More
Spark resistant Geared trolley suitable for hazardous area for Chain Pulley Block of capacity 3 MT

1

164506

164506

... More
Spark resistant Geared trolley suitable for hazardous area for Chain Pulley Block of capacity 5 MT

1

342900

342900

... More
Spark resistant Geared trolley suitable for hazardous area for Chain Pulley Block of capacity 7.5 MT

1

446628

446628

... More
Spark resistant Geared trolley suitable for hazardous area for Chain Pulley Block of capacity 10 MT

1

556740

556740

... More
Installation of Geared Trolley Mounted Chain Pulley Block / Geared Trolley (of Chain Pulley Block)

-

-

-

... More
Transportation of Equipment from Owner's store/Contractor's store to work site. Assembly of subassemblies, placing the equipment on monorail, levelling, aligning, fixing of bolts, providing manpower for carrying out trial and start up runs and testing under the supervision guidance of manufacturer/clients- personnel and rectifying defects of any and completing the work in all respects as per drawing, specifications and instructions of engineer in charge for each equipment including accessories. Also refer Scope of work /Job specification attached with the tender.

-

-

-

... More
Chain Pulley Block Capacity- Upto 10 MT

10

64800

648000

... More
For supply: Unit Rate (addition) per meter increase in height of lift(due to increase in load chain length etc.) for Chain Pulley Block as per scope of work/Job specification defined in the tender.

-

-

-

... More
Chain Pulley block capacity upto10 MT

1

3294

3294

... More
For supply: Unit Rate (addition) per meter increase in distance from monorail/point of suspension to operating floor(due to increase in hand chain length etc.) for Chain Pulley Block as per scope of work/Job specification defined in the tender.

-

-

-

... More
Chain Pulley Block Capacity upto 10 MT

1

3294

3294

... More
EQUIPMENT - ROTATING Handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owner's storage points to work site / contractor's stores, assembly of sub-assemblies, field assembly (as applicable) placing the equipment on foundations, (including some amount of cutting, welding & field joints wherever required), levelling, aligning, fixation of foundation bolts, providing (including supply) packing / shim plates (as applicable), including chipping & dressing of foundations, grouting (including supply and application of grout material, equipment base frame filling as per vendor recommendation with specified grout), cleaning and flushing, draining and drying, purging of lines, and providing manpower and tools / equipment for NDT, testing, carrying out trial and start-up runs and testing under supervision of manufacture's / customer personnel, rectifying defects (if any), insulation (as applicable), precommissioning and commissioning (as applicable) and completing the work in all respects as per drawings, job specifications / scope of work and instructions of Engineer-in-charge for each equipment including drivers and accessories, as listed below. NOTE: Scope also includes erection, fabrication, insulation (as applicable), welding & field joints wherever required, installation & NDT of vendor supplied prefabricated spools / commercial length between various skids of an equipment package (payable at the rate provided against piping SOR items).

-

-

-

... More
Pump Packages (all types) with drivers, auxiliaries and accessories.

-

-

-

... More
All Types of Pumps (Electric Motor Driven) along with driver, auxiliaries and accessories (Single Skid).

30

54000

1620000

... More
PROCUREMENT, SUPPLY AND INSTALLATION OF ROTATING EQUIPMENT PACAKGE BY CONTRACTOR: Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, packing & delivery, unloading at site, handling, transportation to store and from store to work site, storage at site, assembly at site, installation, testing, carrying out trial and start-up runs and testing under supervision of manufacture's / customer personnel, rectifying defects (if any), pre-commissioning / commissioning, completing the work in all respects as per drawing, job specification / scope of work and instruction of Engineer-in Charge for equipment including all accessories, handing over to client and other field works including civil-structural work of the Pump tag no. 119-PA-116(Amine Unloading Pump-Type Air Operated Double Diaphragm), including supply of all mandatory spares, commissioning spares, special tools and tackles.as per the enclosed EIL standard specifications, job specification, Licensor Process Data Sheet, Filled in EIL Mechanical data sheets, Vendor data requirement etc. and other codes and standard attached or referred. Also refer Doc. No. # B348-000-80-42-DS-3003-A NOTE: Scope also includes erection, fabrication, insulation (as applicable), welding & field joints wherever required, installation & NDT of vendor supplied prefabricated spools / commercial length between various skids of an equipment package (payable at the rate provided against piping SOR items).

-

-

-

... More
PUMP TAG NO. 119-PA-016

1

369721

369721

... More
EQUIPMENT - STATIC

-

-

-

... More
LOADING OF ADSORBENTS & INERT BALLS FOR DRYERS BY SOCK LOADING METHOD FOR TAG No. 119-VV-016 A/B:

-

-

-

... More
Transportation of Adsorbents / Inert balls from Owner's storage yard to the erection site, storing the same near erection site, supply / procurement / fabrication of all materials, hoppers, slide valves, equipment, lids, adapted cover, cranes, tools, tackles, flexible hoses, loading sleeves, safety equipment for operator, fire etc., portable oxygen analyzer, temporary platforms/ shelters etc. for loading, supply of required skilled / experienced personnel, removal of internals as required to facilitate loadings of Adsorbents / Inert balls & storing the same properly so as to re-install the same, cleaning of equipment as required, carrying out preliminary checks, complying to specific recommendations of Adsorbents / Inert balls supplier / Licensor / Owner / PMC, installation of temporary structures / platforms, loading the Adsorbents / Inert balls by Sock Loading method, reinstallation of the internals removed along with installation of loose supply internals & checking for levelness/ horizontality etc. as per requirements & to the satisfaction of Licensor's representative / Owner, carrying out leak tests, removal of temporary structures / platforms, boxing up and completing the work in all respect as per applicable specification for Adsorbents / Inert balls loading, instructions of Engineer-in-Charge and under supervision of representative of Process Licensor / Owner. Details of Adsorbents / Inert balls shall be as per applicable Specification / Safety Datasheets / Licensor documents enclosed elsewhere in the Tender. The work shall be done to the complete satisfaction of Engineer-in-Charge. Note-1: Bidder shall note that followings are in Owner's scope a) ADSORBENTS / INERT BALLS b) Arrangement for supervision by Licensor's representative & monitoring of Adsorbents / Inert balls loading. All other equipment, safety harnesses, temporary structures etc. are in bidder's scope. Note-2. After completion of loading, fabricated items like hoppers, slide valves, flexible sleeves etc. shall be handed over to Owner.

1

1530000

1530000

... More
INSTALLATION OF LOOSE SUPPLIED INTERNALS IN DRYERS TAG Nos.119-VV-016 A/B:

-

-

-

... More
Transportation of dryer's internals from storage point to work site, assembly of parts, sub-assemblies, erection at all elevations, alignment, verticality checking of all loose

1

81270

81270

... More
internals, providing crane(s), all tools, tackles, machinery, consumables, transportation equipment, erection equipment, instruments, labour, ancillary materials including filling of glass / ceramic rope, as applicable etc. for the following dryer's internals to complete the work in all respects as per dryer's general assembly & other approved fabrication drawings, equipment detail and instructions of the Engineer-in- Charge. Loose internals i.e., (a) Floating Screens. (b) Slide Valve assembly. All internals shall be installed by Contractor inside the dryers at site under the combined supervision of Dryer Vendor / Licensor's representative / Owner. Notes: 1) This also includes clearing & removal of all debris / unserviceable materials from site after completion of work & disposal of the same as per instructions of Engineer-in-charge. 2) The above scope is applicable for following Dryers: a) Item Tag No.: 119-VV-016 A/B 3) Actual details of internals shall be as per approved drawings which shall be furnished to successful bidder after award of contract.

-

-

-

... More
IBR CLEARANCE AT SITE BEFORE ERECTION OF VESSELS, HEAT EXCHANGERS, AIR-COOLERS, OTHER STATIC EQUIPMENTS UNDER IBR SERVICE ETC.

-

-

-

... More
Getting IBR Clearance at Grade at Site before erection of Vessels, Heat Exchangers, Air-Coolers, other static equipments etc. under IBR service. Providing all tools & tackles including necessary equipments, machineries, skilled or unskilled manpower, providing scaffolding including temporary platforms, ladders for all heights, material, consumables, supervision etc. for carrying out inspection by IBR representative / authorized inspector before erection for following tag nos. and to complete the work in all respect as per IBR Code, specifications, drawings and direction of Engineer in-Charge. (1) 119-EE-002A/B (2) 119-EE-003

3

116100

348300

... More
ERECTION & TESTING OF THIN FILM EVAPORATOR SYSTEM Tag Nos. 119-EE-003 & 119 -VV-006:

-

-

-

... More
Transportation of heat exchanger, vessel and all auxiliaries like electric motor, pulley, pulley belts, sealing system, rotor assembly, auxiliaries skids etc. from storage point to work site, assembly of parts, sub-assemblies, erection at all elevations, aligning, verticality checking, grouting (as applicable), tightening of foundation bolts, welding of washer as required, installation of motor, belt drive assemblies, auxiliary skids as per supplier's requirement & instructions of Engineer-in-charge, removal of all temporary supports / attachments, rotor protection devices after installation of TFE, cleaning and flushing by water, draining, drying by compressed air, testing & commissioning of thin film evaporator system under the supervision of supplier, arranging all tools, tackles, machinery, consumables, transportation equipment, erection equipment, instruments, labour, ancillary, etc. to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge.

1

1349663

1349663

... More
PAINTING (UNINSULATED EQUIPMENT) FOR MOC: CS / LTCS AND LOW ALLOY STEEL:

-

-

-

... More
Supply of Primer and Finish Paints along with application of Touch-up primer & Finish Paint on C.S., L.T.C.S. and low alloy steel vessels, columns, reactor, silencer, exchangers, air cooler structure and other equipment, including rubdown / removal (through wire brush or Power Brushes only) of damaged Primer and Finish Paint wherever required as per applicable Painting Specification, providing scaffolding for all heights, labour, material, tools and tackles, consumables, supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge for all type of uninsulated equipment. The surface area is as per respective temperature ranges given below as per applicable specification. Note : Contractor to provide & apply only touch up Primer and Finish Painting as per Painting Specification Design Temperature Range : -16 °C to 80 °C Primer: F-9 Intermediate Primer: P-6 Finish Paint: F-6B + F-2 Remarks: Refer S. No. 6.2 of Table no. 6 of painting specification no. B348-000-06-41-PLS-01.

44

761

33484

... More
PAINTING (UNINSULATED EQUIPMENT) FOR MOC CS / LTCS AND LOW ALLOY STEEL:

-

-

-

... More
Supply of Primer and Finish Paints along with application of Touch-up primer & Finish Paint on C.S., L.T.C.S. and low alloy steel vessels, columns, reactor, silencer, exchangers, air cooler structure and other equipment, including rubdown / removal (through wire brush or Power Brushes only) of damaged Primer and Finish Paint wherever required as per applicable Painting Specification, providing scaffolding for all heights, labour, material, tools and tackles, consumables, supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge for all type of uninsulated equipment. The surface area is as per respective temperature ranges given below as per applicable specification. Note: Contractor to provide & apply only touch up Primer and Finish Painting as per Painting Specification Design Temperature Range: 81 °C to 400 °C Primer: F-9 Intermediate Primer: None Finish Paint: F-12 Remarks: Refer S. No. 6.3 of Table no. 6 of painting specification no. B348-000-06-41-PLS-01.

15

572

8580

... More
PAINTING (INSULATED EQUIPMENT) FOR MOC: CS, LTCS AND LOW ALLOY STEEL:

-

-

-

... More
Supply of Primer and Finish Paints along with application of Touch-up primer & Finish Paint on Stainless steel vessels, columns, reactor, silencer, exchangers, air cooler structure and other equipment, including rubdown / removal (through wire brush or Power Brushes only) of damaged Primer and Finish Paint wherever required as per applicable Painting Specification, providing scaffolding for all heights, labour, material, tools and tackles, consumables, supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer

3

588

1764

... More
in-Charge for all type of insulated equipment. The surface area is as per respective temperature ranges given below as per applicable specification. Note: Contractor to provide & apply only touch up Primer and Finish Painting as per Painting Specification. Design Temperature Range: -45 °C to 125 °C Primer: F-15 Intermediate Primer: None Finish Paint: F-15 Remarks: Refer S. No. 11.1.1 under Table no. 11 of painting specification no. B348-000-06-41-PLS-01.

-

-

-

... More
PAINTING (INSULATED EQUIPMENT) FOR MOC: CS, LTCS AND LOW ALLOY STEEL:

-

-

-

... More
Supply of Primer and Finish Paints along with application of Touch-up primer & Finish Paint on Stainless steel vessels, columns, reactor, silencer, exchangers, air cooler structure and other equipment, including rubdown / removal (through wire brush or Power Brushes only) of damaged Primer and Finish Paint wherever required as per applicable Painting Specification, providing scaffolding for all heights, labour, material, tools and tackles, consumables, supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge for all type of insulated equipment. The surface area is as per respective temperature ranges given below as per applicable specification. Note: Contractor to provide & apply only touch up Primer and Finish Painting as per Painting Specification. Design Temperature Range: 126 °C to 540 °C Primer: F-16 Intermediate Primer: None Finish Paint: F-16 Remarks: Refer S. No. 11.1.2 under Table no. 11 of painting specification no. B348-000-06-41-PLS-01.

46

866

39836

... More
PAINTING (INSULATED EQUIPMENT) UNDER CYCLIC SERVICE FOR MOC: CS, LTCS, ALLOY & STAINLESS STEEL:

-

-

-

... More
Supply of Primer and Finish Paints along with application of Touch-up primer & Finish Paint on Stainless steel vessels, columns, reactor, silencer, exchangers, air cooler structure and other equipment, including rubdown / removal (through wire brush or Power Brushes only) of damaged Primer and Finish Paint wherever required as per applicable Painting Specification, providing scaffolding for all heights, labour, material, tools and tackles, consumables, supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge for all type of insulated equipment. The surface area is as per respective temperature ranges given below as per applicable specification. Note: Contractor to provide & apply only touch up Primer and Finish Painting as per Painting Specification. Design Temperature Range: -29°C to 150 °C for CS, -180°C to 400°C for SS & -29°C to 650°C for LAS Primer: F-16 Intermediate Primer: None Finish Paint: F-16 Remarks: Refer S. No. 11.3.2 under Table no. 11 of painting specification no. B348-000-06-41-PLS-01.

3

1197

3591

... More
COLUMN ERECTION HAVING CARTRIDGE TRAYS:

-

-

-

... More
Equipment weighing less than 10 MT

-

-

-

... More
Transportation of columns sections having cartridge type trays from storage point to work, erection of bottom section, erection of other succeeding sections after installation of cartridge tray for the preceding section (wherever applicable), assembly of parts, subassemblies, erection at all elevations, aligning, verticality checking, grouting, tightening of foundation bolts, welding of washer on anchor chairs, pipe davit, cleaning and flushing by water, draining, drying by compressed air, arranging all tools, tackles, machinery, consumables, transportation equipment, erection equipment, instruments, labour, ancillary, etc. to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. Note : 1. Cartridge trays shall be installed by tray supplier prior to erection of Column succeeding sections. 2. Contractor shall refer respective Mechanical Datasheet having Cartridge tray & erection table for no. of sections detail etc.

17.8

46800

833040

... More
PAINTING (INSULATED EQUIPMENT) FOR MOC - CS:

-

-

-

... More
Supply of Primer and Finish Paints along with application of Touch-up primer & Finish Paint on exchanger, vessel and other auxiliary equipments, including rubdown / removal (through wire brush or Power Brushes only) of damaged Primer and Finish Paint wherever required as per applicable Painting Specification, providing scaffolding for all heights, labour, material, tools and tackles, consumables, supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge for all type of insulated equipment. The surface area is as per respective temperature ranges given below as per applicable specification. Note: Contractor to provide & apply only touch up Primer and Finish Painting as per following. Touch up painting shall be carried out as per supplier's painting procedure which will be provided to successful Bidder post award. Primer: Carbozinc®11 Intermediate Primer: None Finish Paint: Thermaline® Heat Shield

5

4761

23805

... More
LOADING OF LC 2253 IN VESSEL TAG NO. 119-VV-017:

-

-

-

... More
Contractor's scope includes transportation of LC 2253 via drums from Owner's storage yard to the loading site, storing the same near loading site, supply / procurement / fabrication of necessary pipe, valves, tools, tackles, unloading plugs, flexible hoses, safety equipment for operator, fire, installation of drum lift system including unloading platform etc., portable oxygen analyzer, temporary platforms/ shelters etc. for loading, supply of required skilled / experienced personnel, cleaning of equipment as required, carrying out preliminary checks, complying to specific recommendations of supplier of LC 2253 / Licensor / Owner, installation of temporary structures / platforms, loading of LC 2253 as per requirements & to the satisfaction of Licensor / Owner, carrying out leak tests, removal of temporary structures / platforms, boxing up and completing the work in all respect as per operating instructions provided by Licensor attached as Annexure-B to SOW, as per instructions of Engineer-in-Charge and under supervision Licensor / Owner. Details of loading material shall be as per applicable Specification / Safety Datasheets / Licensor documents enclosed elsewhere in the Tender. The work shall be done to the complete satisfaction of Engineer-in-Charge.

1

70200

70200

... More
EQUIPMENT ERECTION : Transportation of reactors, columns, vessels, silencers, heat exchangers (shell and tube, plate fin, plate) and electric heater etc. from owner's storage point to work site, assembly of parts, subassemblies, erection at all elevations, aligning, verticality checking, grouting, tightening of foundation bolts, welding of washer on anchor chairs, erection of wooden pillow for cold equipments, stacking of multi-tier exchanger(which are stored in unstacked condition), arranging hooks for test ring/ test flanges in heat exchangers, installation of demister, internal gratings, distributor, pipe davit, installation of mixer/agitator, cleaning and flushing by water, draining, drying by compressed air, arranging all tools, tackles, machinery, consumables, transportation equipment, erection equipment, instruments, labour, ancillary, etc. to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge.

-

-

-

... More
Equipment weighing less than 50 MT but 30 MT and above

62

34200

2120400

... More
Equipment weighing less than 30 MT but 10 MT and above

119

34200

4069800

... More
Equipment weighing less than 10 MT

58

34200

1983600

... More
HYDROTESTING OF EQUIPMENT

-

-

-

... More
HYDROSTATIC TESTING OF EXCHANGERS (shell and tube): Hydrostatic testing of exchangers single tier or multitier including dismantling and reassembling of piping connections wherever required, providing blinds and gaskets on nozzles, piping, arranging water hoses, gauges, valves, test pumps and all other temporary arrangements, labour and materials, drying by hot compressed air as per specifications and instructions of Engineer-in-Charge. In case, if leakage is found in gaskets and gaskets are replaced, then re-hydrotest to be done with new gasket after reassembly. (AS PER ERECTION SPECIFICATION ENCLOSED)

-

-

-

... More
Hydrotesting of shell side

-

-

-

... More
upto 20m3

10

37800

378000

... More
Hydrotesting of tube side

-

-

-

... More
upto 20m3

12

37800

453600

... More
Rehydrotesting of tube side in floating heat exchangers if leakage is noticed by drop in pressure and no leakage in any of the external joints, hinting at floating head gasket leakage. Shell cover is to be opened and tube side is to be filled with water.

-

-

-

... More
upto 20m3

4

37800

151200

... More
HYDROSTATIC TESTING OF EXCHANGERS (ELECTRIC HEATER): Hydrostatic testing of exchangers single tire or multitier including dismantling and reassembling of piping connections wherever required, providing blinds and gaskets on nozzles, piping, arranging water hoses, gauges, valves, test pumps and all other temporary arrangements, labour and materials, drying by hot compressed air as per specifications and instructions of Engineer-in-Charge.

-

-

-

... More
upto 20m3

1

43200

43200

... More
HYDROSTATIC TESTING OF HEAT EXCHANGERS UNDER IBR SERVICE: Hydrostatic testing of Heat Exchangers single tier or multitier including dismantling and reassembling of piping connections wherever required, providing blinds and gaskets on nozzles, piping, arranging water hoses, gauges, valves, test pumps and all other temporary arrangements, labour and materials, drying by hot compressed air as per specifications and instructions of Engineer-in-Charge. In case, if leakage is found in gaskets and gaskets are replaced, then re-hydro test to be done with new gasket after reassembly. Obtaining necessary IBR approvals/ certificates on this account, as per the instructions of Engineer-In-Charge, is also be included in contractor scope within the quoted price.

-

-

-

... More
Hydrotesting of Shell side(IBR) of Exchanger

-

-

-

... More
upto 20m3

2

54000

108000

... More
Hydrotesting of Tube side(IBR) of Exchanger

-

-

-

... More
upto 20m3

1

54000

54000

... More
LETTERING AND STENCILING: Surface preparation, supply and application of primer and paint on insulated and uninsulated equipment for lettering, stenciling on vessels, columns, drums, for the purposes of identification (Equipment Name, Equipment Number & Service Description) as per applicable painting specification enclosed elsewhere in the tender document, arranging scaffolding for all heights, labour, materials, tools, tackles, supervision etc. to complete the work as per specifications and instructions of Engineer-in- Charge.

2500

104

260000

... More
CHEMICAL CLEANING OF REACTOR/COLUMN/VESSEL: Procurement of all materials, carrying out chemical cleaning / pre-cleaning / degreasing / passivation (as applicable) of equipment, arranging labour, materials, tools and tackles, consumables, supervision etc. required to complete the work in all respects as per job specification attached with the tender document and directions of Engineer-in-charge. Refer mechanical data sheet/Scope of Supply/Work attached with the tender.

-

-

-

... More
Degreasing

-

-

-

... More
upto 20m3

1

756000

756000

... More
CHEMICAL CLEANING OF HEAT EXCHANGER/HEATER: Procurement of all materials, carrying out chemical cleaning / pre-cleaning / degreasing / passivation (as applicable) of equipment, arranging labour, materials, tools and tackles, consumables, supervision etc. required to complete the work in all respects as per job specification attached with the tender document and directions of Engineer-in-charge. Refer mechanical data sheet/Scope of Supply/Work attached with the tender.

-

-

-

... More
Chemical Cleaning (Shell Side)

-

-

-

... More
upto 20m3

2

756000

1512000

... More
Precleaning (Shell Side)

-

-

-

... More
upto 20m3

2

756000

1512000

... More
Passivation (Shell Side)

-

-

-

... More
upto 20m3

2

108000

216000

... More
Chemical Cleaning (Tube Side)

-

-

-

... More
upto 20m3

5

756000

3780000

... More
Precleaning (Tube Side)

-

-

-

... More
upto 20m3

5

756000

3780000

... More
Passivation (Tube Side)

-

-

-

... More
upto 20m3

5

70200

351000

... More
STRUCTURAL

-

-

-

... More
EARTH WORK (REFER SPECIFICATION NO. 6-68-0003)

-

-

-

... More
Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5 m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

170

360

61200

... More
Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 1.5 m and upto and inclusive of 3.0 m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

60

432

25920

... More
Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 3.0 m and upto & inclusive of 4.5 m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

5

540

2700

... More
Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. - Excavation to be done by Manual Means.

5

540

2700

... More
Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 1.5 m and upto and inclusive of 3.0 m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. - Excavation to be done by Manual Means.

5

720

3600

... More
SHORING AND STRUTTING

-

-

-

... More
Providing and installing approved type of "SHORING AND STRUTTING" by open timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed.

5

545

2725

... More
Providing and installing approved type of "SHORING AND STRUTTING" by close timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed.

5

644

3220

... More
Backfilling after execution of work

-

-

-

... More
BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps within a LEAD OF 100M, including re- excavating the deposited soil excavated earlier, breaking clods, laying at

145

252

36540

... More
all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete.

-

-

-

... More
BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps beyond a LEAD OF 100M AND UPTO & INCLUSIVE OF 500M including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete.

30

315

9450

... More
BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps beyond a LEAD OF 500M AND UPTO & INCLUSIVE OF 1KM including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete.

30

360

10800

... More
Transporting & Disposing the SURPLUS EARTH AND DEBRIS

-

-

-

... More
Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO 1KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

10

270

2700

... More
Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM including re-excavating the deposited soil excavated earlier,

9

540

4860

... More
transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

-

-

-

... More
Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 3.0KM AND UPTO & INCLUSIVE OF 5.0KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

9

630

5670

... More
Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 5.0 KM AND UPTO ANYWHERE within the plant boundary including re-excavating the deposited soil excavated earlier, loading, transportation, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

9

855

7695

... More
PLAIN & REINFORCED CEMENT CONCRETE (REFER SPECIFICATION NO. 6-68-0004)

-

-

-

... More
PCC - Non FIM Items

-

-

-

... More
Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

9

7200

64800

... More
Providing and laying PLAIN CEMENT CONCRETE of nominal mix 1:3:6 by mass (1 Cement : 3 Sand : 6 Crushed Stone Aggregates) with 10mm and down size graded crushed stone aggregates below and upto plinth level as SCREED in trenches, floor slabs, sumps, channels, drains etc. for all depths including shuttering, tamping, curing etc. as specified in any shape, level, thickness, position and finishing the top surface smooth etc. all complete as directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

1

9000

9000

... More
Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

1

10350

10350

... More
RCC Substrutures - Non FIM Items

-

-

-

... More
Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

41

11250

461250

... More
Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc., applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

1

12600

12600

... More
RCC Superstructures - Non FIM Items

-

-

-

... More
Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

5

13500

67500

... More
Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS MORE THAN 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

1

14850

14850

... More
RCC Flooring - Non FIM Items

-

-

-

... More
Providing and laying REINFORCED CEMENT CONCRETE OF M-20 GRADE with 20mm and down size graded crushed stone aggregates / gravel in NON-SUSPENDED slabs / pavement slabs including pedestals, ramps etc. leaving pockets, laying in alternate panels to required slopes, all necessary form work and finishing the top surface rough or smooth, including cost of admixtures if used, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

1

10980

10980

... More
Precast Elements - Non FIM Items

-

-

-

... More
Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-30 grade with 20mm and down size graded crushed stone aggregates / gravel, each unit upto and inclusive of 500 kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 ( Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. All materials including cement supplied by the contractor.

1

18000

18000

... More
Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-30 grade with 20mm and down size graded crushed stone aggregates / gravel, each unit beyond 500 kg and upto and inclusive of 1000 kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 ( Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. All materials including cement supplied by the contractor.

1

19350

19350

... More
HYD Bars / MS Bars - Non FIM Items

-

-

-

... More
Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D TMT conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

5

81000

405000

... More
Conc. Encasing - Non FIM Items

-

-

-

... More
Providing and laying Reinforced Cement Concrete of grade M-30 with 20mm and down size graded stone aggregates for ENCASING OF STRUCTURAL STEEL WORK including chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (excluding the cost of Reinforcement and Shuttering) for all heights and depths in any shape, position, and thickness etc. all complete as specified and shown. Cement. All materials supplied by the contractor.

5

22500

112500

... More
Centering and Shuttering - Non FIM Items

-

-

-

... More
Providing and fixing CENTERING AND SHUTTERING in foundations, footings,raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/ silos/ shafts/ hoppers/liquid storage structures etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

105

612

64260

... More
Providing and fixing CENTERING AND SHUTTERING in superstrctures in retaining walls, jambs, counter-forts, buttresses, equipment/ machine foundations, abutments,columns, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/ bunkers/ silos/ shafts/ hoppers/ liquid storage structures etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

10

765

7650

... More
Providing and fixing metal deck sheets of yield stress of 250MPa as permanent support for floor slabs/ roof slabs at various levels for structures such as equipment supporting structures/ pipe racks/ buildings etc., for all heights above plinth level including supply of profiled (trough type) galvanized 2mm thick cold rolled corrugated steel deck panel and accessories of any approved colour, make, conforming to relevant IS/BS/ ASTM codes which will form the part of sacrificial/ left-in shuttering to support the wet concrete without any vertical propping, spanning of sheets between the floor structural framework and fixing with the steel structural/ concrete beams, keeping any other fixtures etc., including supply of all materials to site, laying & fixing, labour, tools & tackles, all consumables, etc., all complete as per the manufacturer's recommendation, specifications and as per the directions of engineer-in-charge.

5

3150

15750

... More
Expansion joints - Non FIM Items

-

-

-

... More
Supplying and fixing in position 25mm thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at all locations and levels in concrete structures etc. all complete as shown, specified and directed.

5

1350

6750

... More
Supplying and fixing in position 50 mm (2X25 mm) thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at all locations and levels in concrete structures etc. all complete as shown, specified and directed.

5

3150

15750

... More
Supplying and sealing EXPANSION JOINTS 25 mm wide and 12mm deep at all locations and levels in Concrete Structures with approved two part liquid POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints etc. all complete as shown, specified and directed.

14

612

8568

... More
Supplying and sealing EXPANSION JOINTS 50 mm wide and 12mm deep at all locations and levels in Concrete Structures with approved two part liquid POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints etc. all complete as shown, specified and directed.

14

810

11340

... More
Mechanical Rebar Couplers - Non-FIM items

-

-

-

... More
Supplying and fixing MECHANICAL REBAR COUPLER of approved make for jointing high strength deformed steel reinforcement bars of Grade Fe500D (conforming to IS:1786) of dia. upto and inclusive of 25 mm at all levels & locations including testing as per manufacturer's recommendations, adjusting etc. all complete as specified and directed.

5

1683

8415

... More
Supplying and fixing MECHANICAL REBAR COUPLER of approved make for jointing high strength deformed steel reinforcement bars of Grade Fe500D (conforming to IS:1786) of dia. above 25 mm at all levels & locations including testing as per manufacturer's recommendations, adjusting etc. all complete as specified and directed.

5

2129

10645

... More
Fixing Re-bars in already cast concrete - Non FIM Items

-

-

-

... More
Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. upto 12 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer's recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.

14

1426

19964

... More
Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 16 mm & 20 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer's recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.

14

1733

24262

... More
Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 25 mm & 28 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer's recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.

14

2138

29932

... More
STRUCTURAL STEEL WORKS SPEC NO. 6-68-0006

-

-

-

... More
General Steel Works - FIM Items

-

-

-

... More
Transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250A / E250B (confirming to per IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. STRUCTURAL STEEL SUPPLIED FREE OF COST BY THE OWNER.

4

44550

178200

... More
Transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250A / E250B (confirming to per IS:2062) at all locations and levels MORE THAN OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. STRUCTURAL STEEL SUPPLIED FREE OF COST BY THE OWNER.

4

46035

184140

... More
Transporting from storage yard (or any other location as specified by engineer-in-charge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated STRUCTURAL STEEL (of any Grade) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled/ hollow sections and/or plates/ bent plates in all types of structural frameworks, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. ALREADY FABRICATED STRUCTURAL STEEL SHALL (WITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTOR'S SCOPE.

0.75

29700

22275

... More
Transporting from storage yard (or any other location as specified by engineer-in-charge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated STRUCTURAL STEEL (of any Grade) at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled/ hollow sections and/or plates/ bent plates in all types of structural frameworks, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. ALREADY FABRICATED STRUCTURAL STEEL SHALL (WITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTOR'S SCOPE.

0.75

31680

23760

... More
Dismantling, modification & re-erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS ALREADY ERECTED BY OTHERS at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, repair of damaged portion of primer as per Sl No 7.2.1 of Table 7.2 of Standard Specification for Surface Preparation and Protective Coating Document No. 6-79-0020 (or as per Job Specification, wherever applicable), grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. SUPPLY OF ALL OTHER MATERIAL (OTHER THAN ALREADY ERECTED STRUCTURAL STEEL) IN CONTRACTOR'S SCOPE.

0.4

64350

25740

... More
Dismantling, modification & re-erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS ALREADY ERECTED BY OTHERS at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, repair of damaged portion of primer as per Sl No 7.2.1 of Table 7.2 of Standard Specification for Surface Preparation and Protective Coating Document No. 6-79-0020 (or as per Job Specification, wherever applicable), grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. SUPPLY OF ALL OTHER MATERIAL (OTHER THAN ALREADY ERECTED STRUCTURAL STEEL) IN CONTRACTOR'S SCOPE.

0.4

67320

26928

... More
General Steel Works - Non FIM Items

-

-

-

... More
Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250A / E250BR / E250B0 (confirming to per IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

32

108900

3484800

... More
Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250A / E250BR / E250B0 (confirming to per IS:2062) at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

4

112500

450000

... More
Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

0.5

128700

64350

... More
"Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062) at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. "

0.5

130680

65340

... More
Painting - Non FIM Items

-

-

-

... More
Supplying and applying FIELD PAINT SYSTEM of approved quality and shade as per Sl. No. 10.2 of Table 10.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the coat of shop primer already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 7.2.1 of Table 7.2 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable), for steel structures (excluding ladders, spiral stairways & hand rails) at all location & levels, all complete as specified, in OFFISTE (COASTAL) areas as well as UNIT (INLAND & COSTAL) areas considering environmental classification as INDUSTRIAL MARINE. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on Structural steel weight).

53

10788

571764

... More
Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 8.1 of Table 8.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) for painting over the coat of shop primer & galvanisation already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat, for LADDERS, SPIRAL STAIRWAYS & HAND RAILS at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on weight of steel).

5

11880

59400

... More
Supplying and applying FIELD PAINT SYSTEM of approved quality and shade as per Sl. no. 10.2 of Table 10.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the coat of self priming type surface tolerant high build epoxy coating F-8, 100micron DFT, over the damaged area requiring repair/rectification, including storage, surface preparation as per ST.2, degreasing, cleaning, drying, providing necessary arrengement for access, testing etc., for steel structures (excluding ladders, spiral stairways & handrails) at all location & levels, all complete as specified, in OFFSITE (COASTAL) areas as well as UNIT (COASTAL & INLAND) areas considering environmental classification as INDUSTRIAL MARINE. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on surface area in Sqm)

5

10788

53940

... More
Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. no. 8.1 of Table 8.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the coat of self priming type surface tolerant high build epoxy coating F-8, 100micron DFT, over the damaged area requiring repair/rectification, including storage, surface preparation as per ST.2, degreasing, cleaning, drying, providing necessary arrengement for access, testing etc. for HANDRAIL, LADDERS & SPIRAL STAIRWAYS at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on surface area in Sqm)

5

11880

59400

... More
GROUTING

-

-

-

... More
Supplying & applying Grouting below the bases of structural steel members with Freeflow Non-shrink Cementitious Grout of approved make.

2

63000

126000

... More
STRUCTURAL STEEL WORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6 -68-0007)

-

-

-

... More
Yst310 IS 4923

-

-

-

... More
"Supplying, transporting, storing, fabricating, erecting in position & testing/examining at all locations and levels, bolted and/or welded STRUCTURAL STEEL WORKS of all types using ""COLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS conforming to IS: 4923, Grade Yst-310 of approved make"" in all type of trusses, purlins, girders, side rails, columns, runners, beams, ties, portals, framework,bracing, brackets, sagrods etc. including all handling straightening/bending if required, cutting to required size & shape, edge preparation, welding & bolting of joints, providing and fixing end caps and plugging holes, fixing in line and level with necessary temporary staging and removal of the same after erection, grouting with Ordinary/ premix free flow Non-Shrink Grout as specified, preparation and submission of detailed fabrication drawings, preparing the exposed surfaces for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS INCLUDING PLATES IN CONTRACTOR'S SCOPE).

14

128700

1801800

... More
MISCELLANEOUS STEEL WORKS SPECIFICATIONS NO. 6-68-0008

-

-

-

... More
Anchor Bolts - Non FIM Items

-

-

-

... More
Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed.(SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

0.5

150075

75037.5

... More
MS Metal Inserts - Non FIM Items

-

-

-

... More
Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete

1

113850

113850

... More
members inclusive of adjusting shuttering & reinforcement/ any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of primer as per EIL Specification No. 6-79-0020 (or as per Job Specification wherever applicable), etc. all complete for all depths and heights as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

-

-

-

... More
GI Pipe Sleeves - Non FIM Items

-

-

-

... More
Supplying, fabricating and fixing in position G.I. PIPE SLEEVES of all diameters including providing necessary staging, cutting, straightening if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support heavy sleeves etc. all complete for all depths and heights as specified and directed.

0.5

150075

75037.5

... More
MS Chequered Plates - Non FIM Items

-

-

-

... More
Supplying, fabricating and erecting in position at all levels and locations bolted, screwed and/or welded M.S. CHEQUERED PLATES of any thickness in walkways, platforms, stair treads, any other place as directed etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting and applying shop primer as per EIL Specification No. 6-79-0020 (or Job Specification, wherever applicable) after fabrication etc. all complete as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

0.5

116820

58410

... More
MS Grating Cat. A,B - Non FIM Items

-

-

-

... More
Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) and EIL Standard No. 7-65-0206 (in catch basins, drains, etc.)

5

129375

646875

... More
including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing with manufacturer's supplied galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

-

-

-

... More
Making openings in galvanized grating for pipes / ducts etc., at all levels and at at all locations by cutting the existing grating and providing 50x6 galvanised flat as toe protection for the openings by welding and application of galvanized paint as per EIL Standard No. 7-68-0697, all complete. Payment shall be made as per number of openings.

15

900

13500

... More
Hand Railing 1000mm - Non FIM Items

-

-

-

... More
Supplying, fabricating and fixing in position at all locations 1000mm high INCLINED HAND RAILING (for staircases) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

180

2263

407340

... More
Supplying, fabricating and fixing in position (to already erected vertical posts for Hand Railing) at all locations ONLY TOP RAIL 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, welding, bending, surface preparation, shop primer as per EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

25

949

23725

... More
Supplying, fabricating and fixing in position at all locations 1000mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

250

2444

611000

... More
Hand Railing 500mm - Non FIM Items

-

-

-

... More
Supplying, fabricating and fixing in position at all locations 500mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

25

1922

48050

... More
MECHANICAL ANCHOR FASTNERS - Non FIM Items

-

-

-

... More
"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 12mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

130

945

122850

... More
"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 16mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

36

1350

48600

... More
"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 20mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

36

1665

59940

... More
CHEMICAL ANCHOR FASTNER

-

-

-

... More
"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 12mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

546

1620

884520

... More
"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 16mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

18

1944

34992

... More
"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 20mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

18

3456

62208

... More
"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 24mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

9

5037

45333

... More
THREADED BOLTS FOR EQUIPMENT FIXING-Non FIM

-

-

-

... More
Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED BOLTS of Grade C property class 4.8 as per IS:1363 (part 2) of all diameters and length including nuts, washers for supporting equipment on steel structure as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading etc. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

0.5

495000

247500

... More
SCAFFOLDING SYSTEM

-

-

-

... More
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to & inclusive of 20 m height, made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.

45

450

20250

... More
BRICK MASONRY (REFER SPECIFICATION NO.6-68-0009)

-

-

-

... More
CLASS 5.0 at all depths -Non FIM Items

-

-

-

... More
Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths below plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

5

9450

47250

... More
Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

5

10350

51750

... More
HALF BRICK MASONARY with bricks of CLASS 5.0-Non FIM Items

-

-

-

... More
Providing and laying HALF BRICK MASONRY with bricks of CLASS 5.0 in cement mortar 1:4 (1 Cement : 4 Sand)in any shape, including the cost of materials, labour, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing openings of any shape & size, raking out the joints, supplying and placing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap between masonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. all complete as per specification. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR.

5

1800

9000

... More
DEMOLISHING AND DISMANTLING (REFER SPEC NO. 6-68-0012)

-

-

-

... More
BRICKWORK - Non FIM Items

-

-

-

... More
Demolishing BRICKWORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items).

2

1800

3600

... More
Demolishing BRICKWORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

2

1980

3960

... More
RCC - Non FIM Items

-

-

-

... More
Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, upto & inclusive of 25mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

0.8

900

720

... More
Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, beyond 25mm and upto & inclusive of 50mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

0.8

1260

1008

... More
Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, beyond 50mm and upto & inclusive of 100mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

0.8

1800

1440

... More
Chipping of RCC WORK (taking all necessary safety precaution) by CHISELLING for thickness more than 100mm for all depths below plinth level including supply of all tools & tackles, scaffolding, propping, underpinning, etc. exposing, cutting, lapping/welding the reinforcement bars as per drawings & cleaning the same by wire brushing, washing the exposed surfaces, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

0.4

3150

1260

... More
Chipping of RCC WORK (taking all necessary safety precaution) by CHISELLING for thickness more than 100mm for all heights above plinth level including supply of all tools & tackles, scaffolding, propping, underpinning, etc. exposing, cutting, lapping/welding the reinforcement bars as per drawings & cleaning the same by wire brushing, washing the exposed surfaces, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

0.9

3600

3240

... More
Making cut-outs in RCC slab/ wall upto a thickness of 400mm (taking all necessary safety precautions) by vibration-less spark-free mechanical means like core-cutting, wet cutting by diamond wall saw system at all depths & heights including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, disposal of unserviceable material, plastering & finishing the cut surfaces, all complete as specified and directed by the Engineer-in- Charge (Measurement on Plan/ Elevation Area basis).

4.9

31500

154350

... More
Cutting/ Dismantling RCC work in pavement, slabs, beams, columns, etc upto a depth of 450 mm by using vibration-less spark-free Diamond Saw Cutter of make HILTI (or equivalent) at all depths & heights, in hazardous areas within process units & offsite which are fire prone due to presence of hydrocarbon vapours etc. taking elaborate precautions for dismantling as per fire permit, clearance etc. and work is to be done with extreme caution. The work item includes cost of all necessary accessories, tools & tackles including diamond saw cutter, disposal of RCC Debris upto lead of 100 m & for all lifts (taking all safety precautions) including cutting reinforcement bars, embedded structural steel members, with necessary scaffolding, propping and underpinning etc. for all elevations with all labour and materials, all complete as per drawings, specifications and directions of the Engineer-in-charge. Payment will be made per sq.m.of cross-sectional cut area. Contractor to submit dismantling plan prior to start of dismantling. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 MT.

0.9

18000

16200

... More
Cutting/ Dismantling of RCC block foundations, raft foundations, pile caps, mass concrete, equipment foundations etc. by using vibration-less spark-free Diamond Wire Saw Cutter of make HILTI (or equivalent) at all depths & heights, in hazardous areas within process units & offsite which are fire prone due to presence of hydrocarbon vapours etc. taking elaborate precautions for dismantling as per fire permit, clearance etc. and work is to be done with extreme caution. The work item includes cost of all necessary accessories, tools & tackles including diamond saw cutter , disposal of RCC Debris upto lead of 100 m & for all lifts (taking all safety precautions) including cutting reinforcement bars, embedded structural steel members, with necessary scaffolding, propping and underpinning etc. for all elevations with all labour and materials complete as per drawings, specificationsand directions of the Engineer-in-charge. Payment will be made per sq.m.of cross-sectional cut area. Contractor to submit dismantling plan prior to start of dismantling. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 MT.

0.9

31500

28350

... More
Demolishing RCC WORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps ANYWHERE OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed. Disposal areas outside plant Boundary to be arranged by the contractor. Royalty as applicable for disposal outside plant limits to be borne by the Contractor. (Excavation & backfilling shall be paid separately under relevant items).

0.9

3600

3240

... More
Demolishing RCC WORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps ANYWHERE OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed. Disposal areas outside plant Boundary to be arranged by the contractor. Royalty as applicable for disposal outside plant limits to be borne by the Contractor. (Excavation & backfilling shall be paid separately under relevant items).

0.9

4050

3645

... More
POCKETS - Non FIM Items

-

-

-

... More
Making POCKETS/HOLES of sizes upto & inclusive of 200 x200x500mm in RCC/PCC works (taking all necessary safety precautions) by chiselling/drilling, including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, cleaning the pockets of all debris, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary all complete at all heights & depths as specified and directed.

9

1080

9720

... More
PCC _ Non FIM Items

-

-

-

... More
Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps ANYWHERE OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed. Disposal areas outside plant Boundary to be arranged by the contractor. Royalty as applicable for disposal outside plant limits to be borne by the Contractor. (Excavation & backfilling shall be paid separately under relevant items).

0.5

2250

1125

... More
STEELWORK - Non FIM Items

-

-

-

... More
Dismantling bolted/rivetted/welded STRUCTURAL STEEL WORK of all descriptions (taking all necessary safety precautions), including supply of all tools and tackles, consumables, necessary scaffolding etc., providing temporary bracings as required, cutting (by flame or saw) gusset plates, bolts, nuts, weldings etc., transporting and stacking of the serviceable materials, cleaning the site of work of all unserviceable materials for disposal to spoil heaps anywhere within the plant boundary, all complete at all depths and heights, as specified and directed.

0.9

16200

14580

... More
AC / GI SHEETS - Non FIM Items

-

-

-

... More
Dismantling GI/asbestos/translucent sheets, ridges, gutters etc. (taking all necessary safety precautions) in roofings and wall claddings, including supply of all tools & tackles, necessary scaffolding, consumables, cutting (by flame or saw) of fixing hooks, transporting and stacking the serviceable materials, cleaning the site and disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete for all levels, as specified and directed.

1.9

270

513

... More
MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013)

-

-

-

... More
Cutting RCC Piles - Non FIM Items

-

-

-

... More
Cutting the heads of R.C.C. piles of diameter upto 600mm and a length more than 1500 mm but not exceeding 3000mm including exposing/ cleaning, bending of the reinforcement, making site clean for casting of pile cap and removal of debris to the spoil heaps within the plant boundary etc. all complete as specified & directed. (Excavation; if any, to be measured separately under respective item).

4

3052

12208

... More
Building pile heads - Non FIM Items

-

-

-

... More
Providing and building up pile heads of diameter upto 600mm in RCC of grade M30 with 20mm and down size graded crushed stone aggregates/ gravel including all shuttering but excluding the cost of reinforcement (to be measured under respective item) all complete as directed.

0.9

13500

12150

... More
Sand Filling - Non FIM Items

-

-

-

... More
Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve 85% relative density as per IS:2720 Part XIV, including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, material, equipments etc. all complete .

45

2700

121500

... More
BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE

-

-

-

... More
Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE (confirming to EIL Specification No. 6-68-0017) in concrete as per manufacturer's specification for protection of reinforcement against corrosion. Supply of admixture in Contractor's scope.

146

360

52560

... More
EPOXY RESIN INJECTION SYSTEM (SPECIFICATION NO.6-68-0054)

-

-

-

... More
Nipples & Resins - Non FIM items

-

-

-

... More
Providing and fixing nipples for INJECTION OF EPOXY RESIN in cracks on vertical/horizontal/inclined surfaces for all type of concrete structures at all depths

9

1350

12150

... More
and heights, including cleaning and preparing the surfaces, making of V-grooves, sealing with surface sealants, cutting and removal of nipples, plugging, necessary working platforms, scaffolding, props removal of same after completion of work etc. complete as specified and directed.

-

-

-

... More
Providing and injecting approved EPOXY RESIN (prepared as per manufacturer's recommendation) through nipples already provided on vertical/ horizontal/inclined surfaces for all types of concrete structure at all depths and heights including cleaning of cracks by blowing compressed air, making surface smooth and flush with the surrounding surfaces etc. complete as specified and directed. (Excavation, backfilling, removal of surplus earth, keeping pit dry by pumping/bailing subsoil water shall be paid separately under relevant items).

5

3150

15750

... More
BONDING FRESH CONCRETE TO OLD CONCRETE BY EPOXY RESIN BONDING SYSTEM (REFER SPECIFICATION NO. 6-68-0056)

-

-

-

... More
Epoxy Resin - non FIM Items

-

-

-

... More
Providing and applying approved EPOXY RESIN (prepared as per manufacturer's recommendation) for bonding of fresh concrete to old concrete in all types of structure at all depths and heights including cleaning of concrete surface, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of Epoxy Resin System by spraying, necessary working platforms, props, scaffolding and other safety measures, removal of same after completion etc. all complete as specified and directed. (Excavation, backfilling, removal of surplus earth, keeping pit dry by pumping/bailing subsoil water shall be paid separately under relevant items).

5

2250

11250

... More
SAFETY (REFER EIL SPECIFICATION)

-

-

-

... More
Safety Structures - Non FIM Items

-

-

-

... More
Supplying, Transporting, Storing, Fabricating & Erecting in position and testing/ examining bolted and/ or welded Structural Steel Works at all locations and levels in HANGER SCAFFOLDING below piperack, comprising of hangar channels, fabricated pen wen ladder beams, steel planks bent to shape and size and any other sections, if required, all as per sketches/ specifications and load tested for statisfactory performance, including cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, including preparation and submission of detailed fabrication drawings, preparing the surface for painting as per BIS codes after fabrication etc. all complete as specified and directed. All items shall be removed & carried back by Contractor as per instructions of Engineer-in-Charge after completion of works. (Supply of All Material In Contractor's Scope).

45

3150

141750

... More
Covering of existing openings in buildings with 6 mm thick MS chequered plates by stitch welding (12 mm @ 500 mm centres) to the existing steel framework and in case existing MS framework is not available, by providing necessary anchor fastner (Mechanical) in concrete/ brick wall etc., including cutting, grinding edges, hoisting, fixing in position all complete as per the directions of Engineer-in-Charge. Rate is inclusive of supply of all materials and consumables.

450

122

54900

... More
Providing and fixing double scaffolding system of any height made with 40 mm dia MS tube 1.5 m centre to centre, horizontal & vertical tubes joining with MS tubes, MS tube challies, MS clamps and MS staircase system in the scaffolding for working platform/ staircase etc., and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc., wherever required for inspection of work at required locations with essential safety features for the workmen etc., all complete as per directions and approval of Engineer-in-charge. (Height shall be measured from Floor/ platform from where scaffolding is erected) including providing Aluminium ladders for safe acess of workers.

900

270

243000

... More
Providing of steel scaffold stair tower system with minimum 800 mm wide flights, landings at every 1.5 to 2.0 m height, handrailing around flights and landings for safe access upto a height of 12.0 m, all complete including supply of all materials, tools & tackles, manpower etc., at the location directed by Engineer-in-Charge on monthly rental basis. Rental charges shall be payable after completion of erection of the system and acceptance by the Engineer-in-Charge. Rates shall also be inclusive of dismantling of the system and taking out all materials from the project permises as directed by the Engineer-in-Charge. Rate quoted shall be for Running Meter (Height) per month.

98

4050

396900

... More
SUPPLY OF SAFETY PERSONNEL

-

-

-

... More
Supply of HSE personnel SAFETY STEWARD over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws).

3

31500

94500

... More
Supply of HSE personnel SAFETY SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws).

3

45000

135000

... More
Supply of HSE personnel SAFETY OFFICER over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws).

3

54000

162000

... More
Supply of HSE personnel HOUSE-KEEPING SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws).

3

31500

94500

... More
SUPPLY OF MANPOWER

-

-

-

... More
Supply of Skilled Manpower

-

-

-

... More
"Providing assistance to the Owner/EIL by providing Skilled workers with requisite qualifications & experience, as per the directions of Engineer-in-Charge, with all tools & tackles, PPEs, consumables,etc. and supervision (including site and safety supervision) with the single point responsibility for quality, safety and speed of execution with a standby vehicle for emergengy at site with the following manpower on fixed basis. Contractor shall verify & authenticate credentials of skilled personnel and furnish their resume for Owner/EIL review, whenever required and shall arrange submission of original testimonials for verification/scrutiny. Contractor to provide and mobilize manpower in shifts on need basis as per the directions of Engineer-in-Charge. (One Manday = 8 hours shift duty per day) Skilled Manpower

30

1985

59550

... More
Supply of Semi-Skilled Manpower

-

-

-

... More
"Providing assistance to the Owner/EIL by providing Semi-skilled workers with requisite qualification/certification & experience, as per the directions of Engineer-in-Charge, with all tools & tackles, PPEs, consumables, etc. and supervision (including site and safety supervision) with the single point responsibility for quality, safety and speed of execution with a standby vehicle for emergengy at site with the following manpower on fixed basis. Contractor to provide and mobilize manpower in shifts on need basis as per the directions of Engineer-in-Charge. (One Manday = 8 hours shift duty per day) Semi- Skilled Manpower (Structural fitter)

30

1625

48750

... More
"Providing assistance to the Owner/EIL by providing Semi-skilled workers with requisite qualifications & experience, as per the directions of Engineer-in-Charge, with all tools & tackles, PPEs, consumables, etc. and supervision (including site and safety supervision) with the single point responsibility for quality, safety and speed of execution with a standby vehicle for emergengy at site with the following manpower on fixed basis. Contractor shall ensure that the welder possesses a valid current Welder Performance Qualification (WPQ) Record. Contractor to provide and mobilize manpower in shifts on need basis as per the directions of Engineer-in-Charge. (One Manday = 8 hours shift duty per day) Semi- Skilled Manpower (Structural Welder)

30

1625

48750

... More
"Providing assistance to the Owner/EIL by providing Semi-skilled workers with requisite qualification/certification & experience, as per the directions of Engineer-in-Charge, with all tools & tackles, PPEs, consumables, etc. and supervision (including site and safety supervision) with the single point responsibility for quality, safety and speed of execution with a standby vehicle for emergengy at site with the following manpower on fixed basis.Contractor to provide and mobilize manpower in shifts on need basis as per the directions of Engineer-in-Charge. (One Manday = 8 hours shift duty per day) Semi- Skilled Manpower (Gas Cutter)

30

1368

41040

... More
"Providing assistance to the Owner/EIL by providing Semi-skilled workers with requisite qualification & experience, as per the directions of Engineer-in-Charge, with all tools & tackles, PPEs, consumables, etc. and supervision (including site and safety supervision) with the single point responsibility for quality, safety and speed of execution with a standby vehicle for emergengy at site with the following manpower on fixed basis. Contractor to provide and mobilize manpower in shifts on need basis as per the directions of Engineer-in-Charge. (One Manday = 8 hours shift duty per day) Semi- Skilled Manpower (Grinder)

30

1368

41040

... More
"Providing assistance to the Owner/EIL by providing Semi-skilled workers with requisite qualification/certification & experience, as per the directions of Engineer-in- Charge, with all tools & tackles, PPEs, consumables, etc. and supervision (including site and safety supervision) with the single point responsibility for quality, safety and speed of execution with a standby vehicle for emergengy at site with the following manpower on fixed basis. Contractor to provide and mobilize manpower in shifts on need basis as per the directions of Engineer-in-Charge. (One Manday = 8 hours shift duty per day) Semi- Skilled Manpower (Driller)

30

1368

41040

... More
"Providing assistance to the Owner/EIL by providing Semi-skilled workers with requisite qualification/certification & experience, as per the directions of Engineer-in-Charge, with all tools & tackles, PPEs, consumables, etc. and supervision (including site and safety supervision) with the single point responsibility for quality, safety and speed of execution with a standby vehicle for emergengy at site with the following manpower on fixed basis. Contractor to provide and mobilize manpower in shifts on need basis as per the directions of Engineer-in-Charge. (One Manday = 8 hours shift duty per day) Semi- Skilled Manpower (Rigger)

30

1296

38880

... More
"Providing assistance to the Owner/EIL by providing Semi-skilled workers with requisite qualifications & experience, as per the directions of Engineer-in-Charge, with all tools & tackles, PPEs, consumables and supervision (including site and safety supervision) with the single point responsibility for quality, safety and speed of execution with a standby vehicle for emergengy at site with the following manpower on fixed basis. Contractor to provide and mobilize manpower in shifts on need basis as per the directions of Engineer-in-Charge. (One Manday = 8 hours shift duty per day) Semi- Skilled Manpower (Scaffolder)

30

1296

38880

... More
"Providing assistance to the Owner/EIL by providing Semi-skilled workers with requisite qualifications & experience, as per the directions of Engineer-in-Charge, with all tools & tackles, PPEs, consumables, etc. and supervision (including site and safety supervision) with the single point responsibility for quality, safety and speed of execution with a standby vehicle for emergengy at site with the following manpower on fixed basis. Contractor to provide and mobilize manpower in shifts on need basis as per the directions of Engineer-in-Charge. (One Manday = 8 hours shift duty per day) Semi- Skilled Manpower (Concrete Chipper)

30

1296

38880

... More
"Providing assistance to the Owner/EIL by providing Semi-skilled workers with requisite qualifications & experience, as per the directions of Engineer-in-Charge, with all tools & tackles, PPEs, consumables, etc. and supervision (including site and safety supervision) with the single point responsibility for quality, safety and speed of execution with a standby vehicle for emergengy at site with the following manpower on fixed basis. Contractor to provide and mobilize manpower in shifts on need basis as per the directions of Engineer-in-Charge. (One Manday = 8 hours shift duty per day) Semi- Skilled Manpower (Mason)

30

1368

41040

... More
Supply of Un-skilled Manpower

-

-

-

... More
"Providing assistance to the Owner/EIL by providing Un-skilled workers as per the directions of Engineer-in-Charge, with all tools & tackles, PPEs, consumables, etc. and supervision (including site and safety supervision) with the single point responsibility for quality, safety and speed of execution with a standby vehicle for emergengy at site with the following manpower on fixed basis. Contractor to provide and mobilize manpower in shifts on need basis as per the directions of Engineer-in-Charge. (One Manday = 8 hours shift duty per day)

30

1159

34770

... More
Un-skilled Manpower (Helper, Cleaner, Sweeper, Mazdoor, watchman, loader, unloader, messenger, any other un-skilled worker)

-

-

-

... More
GENERAL CIVIL

-

-

-

... More
Supply of forged/ cast fittings Supplying the following forged fittings and flanges, conforming to piping material specifications of tender documents and delivering the same to Owner's stores/workspot etc. all complete as per the directions of Engineer-in- Charge.

-

-

-

... More
Supplying the following blind flange assembly consisting of flange, blind flange, nuts, bolts, gasket etc. complete conforming to piping material specifications of tender documents and all complete as per the directions of Engineer-in-charge. For following nominal size and piping material class

-

-

-

... More
Dia. 1.5 Inch Pipe Class J2A

10

2471

24710

... More
Dia. 3 Inch Pipe Class J91A

10

3359

33590

... More
Dia. 2 Inch Pipe Class J91A

40

2748

109920

... More
Dia. 4 Inch Pipe Class J91A

5

5241

26205

... More
Dia. 1 Inch Pipe Class J91A

40

1760

70400

... More
Supply and installation of valves Supply and installation of screwed valves as per piping material specification including fixing in position with threaded connections complete as per drawings, specifications and directions of Engineer-in-charge.

-

-

-

... More
Gate valve for following nominal sizes and piping material class

-

-

-

... More
Dia 1.5 Inch Piping Material Class J2A

10

10973

109730

... More
Dia 1.5 Inch Piping Material Class J91A

5

10973

54865

... More
MISCELLANEOUS ITEMS

-

-

-

... More
Safety Shower : Supply and installation of combined safety shower and eyewash units as per spec. no.6-66-0038, including providing and fixing of necessary foundation bolts in foundations/ pavement etc. complete. Each safety shower shall have proper sign board with florescent letters showing their location, all complete as per specification, drawings and direction of Engineer-in-charge.

5

59400

297000

... More
Restriction Orifice Supplying of Restricted orifice plate including manufacture, delivery to owner's storage point all complete as data sheet, specifications, drawings and directions of Engineer-in-Charge. For following nominal sizes of pipes and Piping material class.

-

-

-

... More
Nominal Dia. 4 Inch Piping Material Class A97A

30

5832

174960

... More
Painting of A/G pipes and valves Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per painting specification, drawings and direction of Engineer-in-Charge for all types of un insulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabrication as well as erection joints) shall be left unpainted till hydro testing. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines.

-

-

-

... More
Painting of uninsulated surfaces for ' Industrial marine ' environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following pipe sizes

-

-

-

... More
Nominal Dia. 1 Inch

35

92

3220

... More
Nominal Dia. 4 Inch

20

274

5480

... More
Supply, fabrication and Erection of piping (underground)

-

-

-

... More
Water System Galvanised Pressure Piping (Under Ground) (Screwed)

-

-

-

... More
Supplying and laying carbon steel galvanized pipes for Fire water spray system/ sprinkler system/ detection system as per piping material specification, UNDER GROUND, including supply of all necessary fittings such as tees, reducing tees, reducing couplings, couplings, elbows, nipples, Teflon tapes, PTFE tape, white lead etc., cutting the pipes to required lengths, making threads, including laying of pipes in RCC TRENCHES, joining of pipes and fittings with threaded/flanged connection, gaskets and bolts, hydrostatic testing of the piping including supply of necessary fittings etc. complete as per specifications, drawings and instructions of Engineer-in-charge For following nominal sizes and piping material class. (Construction of trench, backfilling with sand shall be paid under separate item).

-

-

-

... More
Nominal Dia 3 Inch Piping Class J91A

120

4792

575040

... More
Nominal Dia 4 Inch Piping Class J91A

100

6399

639900

... More
Nominal Dia 1 Inch Piping Class J91A

200

2457

491400

... More
Fabrication and Erection of piping (Above ground)

-

-

-

... More
PIPING (ABOVE GROUND): Transportation of all piping items from owner's storage point to work site/workshop, fabrication including cutting, edge preparation (including grinding the edges of pipe, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required), fitup, bending, preheating wherever required, welding, threading, and laying of pipes of all type and thickness over pipe sleepers, overhead on racks and at all elevations, connecting with equipment nozzles, strainers, orifice assemblies, tapping for pressure gauges etc., fixing of gaskets, bolts, nuts including application of torque wherever required and all other inline instruments and fitting like elbows, reducers, tees, vents, drains, SW valves upto 1.5 NB, alignment, cleaning & flushing by water/compressed air, hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified, draining, drying by compressed air completing all such works in all respects (including preparation of isometrics as mentioned in the scope of work for the job) as per drawings, specifications and instruction of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material)

-

-

-

... More
Carbon Steel Piping (Non IBR), Thickness =10 mm

-

-

-

... More
Fabrication, For the following nominal sizes

-

-

-

... More
NB upto 1.5 inch

5

693

3465

... More
NB 2 inch - 6 inch

20

693

13860

... More
Erection , for Water System (Pressure Piping), For following Nominal Sizes

-

-

-

... More
NB upto 1.5 inch

40

245

9800

... More
NB 2 inch - 6 inch

80

245

19600

... More
Supply, fabrication and Erection of piping (Above ground)

-

-

-

... More
Fire water spray/ sprinkler/ detection system G.I. PIPING A/G (Screwed)

-

-

-

... More
Supplying and laying ABOVE GROUND mild steel galvanized pipes for Fire water spray system/ sprinkler system/ detection system as per piping material specification including supply of reducing tees, fittings, elbows, nipples, Teflon tapes, white lead etc., cutting the pipes to required lengths, making threads, including laying of pipes on pipe rack, sleepers, T-supports, erection of piping on equipments, pumps etc. including joining of pipes and fittings with threaded/flanged connections, including installation of spray nozzles, Quartzoid bulb detectors, restriction orifice, flanges, break-up flanges, gaskets and bolts, hydrostatic testing of the piping including supply of necessary fittings etc. complete as per specifications, drawings and instructions of Engineer-in-charge.(Spray nozzles, restriction orifice, flanges and break-up flanges shall be paid separately under separate SOR/ shall be given as free issue to the contractor.) For following nominal sizes and piping material class.

-

-

-

... More
Dia. 1 Inch PMS J91A

1215

2322

2821230

... More
Dia. 1.5 Inch PMS J91A

130

3064

398320

... More
Dia. 2 Inch PMS J91A

550

3661

2013550

... More
Dia. 3 Inch PMS J91A

230

4635

1066050

... More
Dia. 4 Inch PMS J91A

60

6271

376260

... More
Drinking water G.I. PIPING (ABOVE GROUND)

-

-

-

... More
Supplying and laying ABOVE GROUND mild steel galvanized pipes for drinking water system as per piping material specification, including supply and installation of reducing tees, fittings, elbows, nipples, Teflon tapes, white lead etc., cutting the pipes to required lengths, making threads, including laying of pipes on pipe rack, sleepers, T-supports, erection of piping on technological structures etc. including joining of pipes and fittings with threaded/ flanged connections etc. hydrostatic testing of the piping including supply of necessary fittings etc. and pipe supports complete as per data sheets, specifications, drawings and instructions of Engineer-in-charge.(Pipe shall be insulated. S/I of insulation shall be under separate SOR)

-

-

-

... More
Dia. 4 Inch PMS J2A

110

6271

689810

... More
Dia. 1.5 Inch PMS J2A

140

3064

428960

... More
Supply and installation of valve assembly, flange assembly etc.

-

-

-

... More
Supplying the flange assembly conforming to piping material specifications and delivering the same to owner's stores/ work spot etc. Flange assembly shall consist of 2 no. flanges along with one no. matching gasket and one set of matching nuts &, bolts. All complete as per specifications and directions of Engineer-in-Charge. For following nominal size and piping material class

-

-

-

... More
Dia. 1.5 Inch PMS J2A

10

2191

21910

... More
Dia. 1 Inch PMS J91A

340

1485

504900

... More
Dia. 1.5 Inch PMS J91A

50

2191

109550

... More
Dia. 2 Inch PMS J91A

240

2462

590880

... More
Dia. 3 Inch PMS J91A

15

3093

46395

... More
Dia. 4 Inch PMS J91A

15

6145

92175

... More
FIRE FIGHTING EQUIPMENT

-

-

-

... More
Installation of Portable/ trolley mounted Extinguishers

-

-

-

... More
Installation of portable DCP (Dry Chemical Powder Type) extinguisher including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification and directions of Engineer-in-Charge.

-

-

-

... More
Capacity 6 kg

50

540

27000

... More
Capacity 9 kg

30

810

24300

... More
Installing in position, trolley mounted DCP ( Dry Chemical Powder Type) extinguisher including transporting to worksite, placing in position including all accessories and all labor and material etc. complete as per drawings, specification and directions of Engineer-in-Charge.

-

-

-

... More
Capacity 75 kg

5

1800

9000

... More
Capacity 50 kg

5

1350

6750

... More
Installation, testing and commissioning of following firefighting equipment as per relevant specifications, data sheet, drawing, including transporting the equipment to worksite, fixing of nuts, bolts, washers, gaskets, welding needed for fixing the equipment with matching flange etc. all complete as per drawings, specifications, standards, data sheet and direction of Engineer-in-Charge.

-

-

-

... More
Double headed landing valve

30

2700

81000

... More
First Aid hose reel wall mounted type

40

1350

54000

... More
Hose box cabinet Type-II (self-supporting type) including all inside accessories, including all civil works, fixing in position with anchor bolts in foundations or wall

40

2250

90000

... More
Stand Post Type Fire Hydrant without Pumper Connection

4

2250

9000

... More
Installation of medium velocity spray nozzles with 1/2" NPT fixing arrangement with MS half coupling including transportation to worksite from Owners storage point, testing, flushing etc. all complete as per specification, drawings, data sheet and directions of Engineer-in-Charge. For nozzle of following K factor

-

-

-

... More
K factor 18

40

135

5400

... More
K factor 22

180

135

24300

... More
Quartzoid bulb detectors

-

-

-

... More
Installation, testing and commissioning of quartzoid bulb detectors with 1/2" NPT fixing arrangement including MS half coupling at locations as per data sheets, drawings and directions of Engineer-in-Charge.

-

-

-

... More
Actuation Temperature 79 °C

220

108

23760

... More
3LPE coating

-

-

-

... More
Repairing of the 3LPE coating of the pipe by Coating of pipe and fittings with Liquid epoxy coating (EP) as per DIN EN 10289, Class C, Type 3 including supply of coating material, inspection and testing for the coating as per specification and directions of Engineer-in-Charge.

50

4050

202500

... More
NON-SCHEDULE WORKS

-

-

-

... More
Unlaoding and Loading of BANDR Own materials

-

-

-

... More
Unloading and staking of BANDR Own materials from Truck

13

4500

58500

... More
Unloading and staking of BANDR Own materials / Bunk House from Trailer

2

6750

13500

... More
Loading of BANDR Own materials from Truck

13

9000

117000

... More
Loading of BANDR Own materials / Bunk House from Trailer

2

10800

21600

... More
Supply of Manpower : Agency to provide & mobilise following manpower as per instructions of Engineer in-charge for delivering exclusive service to BANDR. However, 2 weeks' notice shall be given for mobilisation and 1 day notice shall be given for demobilisation. Note that quoted rate of manpower deployment shall be inclusive of cost towards Accomodation, Transportation, required PPEs and all other facilities necessary for functioning at site and complience of applicable Statutory obligation e.g P.F. & ESI etc. (1 Man-Month should be considered as 30 man-days). Qualification of the individula category is specified elsewhere in the NIT Document

-

-

-

... More
LEAD DISCIPLINE ENGINEER

40

54000

2160000

... More
DISCIPLINE ENGINEER

59

40500

2389500

... More
LEAD QA & QC ENGINEER

10

54000

540000

... More
QA & QC ENGINEER

9

40500

364500

... More
LEAD SAFETY ENGINEER

9

54000

486000

... More
SAFETY STEWERT

22

31500

693000

... More
"NOTE:- THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST."

-

-

-



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