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Bridge And Roof Company India Limited Tender

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Bridge And Roof Company India Limited Tender

Works
Paints and Enamels
Eprocure
Dibrugarh, Assam
Opening Date19 Oct 2024
Closing Date18 Nov 2024
Tender Amount₹ 19,87,10,134 
Notes
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Costs

Summary

Civil,structural,piping (ug And Ag),equipment Erection, Ndt, Painting And Other Works For Part B(hpg-2, Psa Unit, Utilities And Ofsite Area)in Connection With The Composite Works

Description

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Documents
Document-10334.2 MBPART 2.pdf
Document-10225.7 MBPART 3.pdf
Document-10118.9 MB6-82-0001 REV. 2_2...6-82-0001 REV. 2_2.pdf
Document-10018.9 MB6-82-0001 REV. 2_1...6-82-0001 REV. 2_1.pdf
Document-9912.8 MB6-68-0004 REV. 8.p...6-68-0004 REV. 8.pdf
Document-9810.2 MBB348-000-06-42-SPC...B348-000-06-42-SPC-HPG2.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-881.5 MBPART 1.pdf
Document-871.4 MB7-68-0689 REV. 4.p...7-68-0689 REV. 4.pdf
Document-861.3 MBB348-000-06-41-PLS...B348-000-06-41-PLS-04 RE. 0.pdf
Document-851.3 MBB348-000-79-41-PCS...B348-000-79-41-PCS-1001_ REV. 0.pdf
Document-841.3 MBHSE Guideline.pdf
Document-831.2 MBENCLOSURE-I PART B...ENCLOSURE-I PART B.pdf
Document-821.1 MB6-76-0002 REV. 3.p...6-76-0002 REV. 3.pdf
Document-811.0 MBB348-000-6-41-WSC-...B348-000-6-41-WSC-01 REV. 1.pdf
Document-80999.3 kBPainting Spec.pdf
Document-79905.1 kBB348-000-06-42-CCS...B348-000-06-42-CCS-003 REV. 0.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-55319.6 kB6-76-0001 REV. 4.p...6-76-0001 REV. 4.pdf
Document-54309.8 kBATTACHMENT-1 EQUIP...ATTACHMENT-1 EQUIPMENT DEPLOYMENT PART B.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-2690.5 kBTender_Detail_2024...Tender_Detail_2024_BandR_831603_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-1161.4 kBAnnexure-D_71157_P...Annexure-D_71157_PIPING_PART-B_BCPL.xls
Annexure-D_PIPING_PART-B_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-535.3 kBATTACHMENT-2 LIST ...ATTACHMENT-2 LIST OF TECH. SPEC. PART B.pdf
Document-432.0 kB7-44-0310 REV. 5.p...7-44-0310 REV. 5.pdf
Document-331.7 kB7-44-0311 REV. 3.p...7-44-0311 REV. 3.pdf
Document-230.3 kBATTACHMENT-3 LIST ...ATTACHMENT-3 LIST OF DRAWINGS PART B.pdf
Document-125.9 kB7-44-0050 REV. 5.p...7-44-0050 REV. 5.pdf
103 More
Report Missing Document

BOQ Items

... More
DO_NOT_SHOW

-

-

-

View all details for FREE
... More
FABRICATION (BUTT WELD)

-

-

-

... More
NB UPTO 1.5 INCH

792

693

548856

... More
NB 2 INCH - 6 INCH

24515

693

16988895

... More
NB 8 INCH - 14 INCH

7740

693

5363820

... More
NB 16 INCH - 24 INCH

1480

693

1025640

... More
NB 26 INCH - 36 INCH

25

693

17325

... More
FABRICATION (FILLET WELD)

-

-

-

... More
NB UPTO 1.5 INCH

16411

585

9600435

... More
NB 2 INCH - 6 INCH

688

585

402480

... More
NB 8 INCH - 14 INCH

288

585

168480

... More
ERECTION (OTHER THAN SPOOL)

-

-

-

... More
NB UPTO 1.5 INCH

10566

251

2652066

... More
NB 2 INCH - 6 INCH

43835

251

11002585

... More
NB 8 INCH - 14 INCH

22640

251

5682640

... More
NB 16 INCH - 24 INCH

8217

251

2062467

... More
NB 26 INCH - 36 INCH

157

251

39407

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

-

-

-

... More
FABRICATION (BUTT WELD)

-

-

-

... More
NB 16 INCH - 24 INCH

45

879

39555

... More
ERECTION (OTHER THAN SPOOL)

-

-

-

... More
NB 16 INCH - 24 INCH

9

283

2547

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

-

-

-

... More
FABRICATION (BUTT WELD)

-

-

-

... More
NB UPTO 1.5 INCH

99

738

73062

... More
NB 2 INCH - 6 INCH

3213

738

2371194

... More
NB 8 INCH - 14 INCH

108

738

79704

... More
FABRICATION (FILLET WELD)

-

-

-

... More
NB UPTO 1.5 INCH

2646

645

1706670

... More
ERECTION (OTHER THAN SPOOL)

-

-

-

... More
NB UPTO 1.5 INCH

2083

277

576991

... More
NB 2 INCH - 6 INCH

7308

277

2024316

... More
NB 8 INCH - 14 INCH

103

277

28531

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

-

-

-

... More
FABRICATION (BUTT WELD)

-

-

-

... More
NB UPTO 1.5 INCH

9

1474

13266

... More
NB 2 INCH - 6 INCH

571

1474

841654

... More
FABRICATION (FILLET WELD)

-

-

-

... More
NB UPTO 1.5 INCH

279

1253

349587

... More
ERECTION (OTHER THAN SPOOL)

-

-

-

... More
NB UPTO 1.5 INCH

207

297

61479

... More
NB 2 INCH - 6 INCH

814

297

241758

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

-

-

-

... More
FABRICATION (BUTT WELD)

-

-

-

... More
NB 2 INCH - 6 INCH

535

1841

984935

... More
ERECTION (OTHER THAN SPOOL)

-

-

-

... More
NB 2 INCH - 6 INCH

292

337

98404

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

-

-

-

... More
FABRICATION (BUTT WELD)

-

-

-

... More
NB 2 INCH - 6 INCH

301

1133

341033

... More
FABRICATION (FILLET WELD)

-

-

-

... More
NB UPTO 1.5 INCH

85

1005

85425

... More
ERECTION (OTHER THAN SPOOL)

-

-

-

... More
NB UPTO 1.5 INCH

9

268

2412

... More
NB 2 INCH - 6 INCH

198

268

53064

... More
STEAM TRACERS CARBON STEEL

-

-

-

... More
NB 0.500 INCHES

22

659

14498

... More
NB 0.750 INCHES

9

987

8883

... 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

1

464

464

... More
NB 1.000 INCHES

1

617

617

... More
NB 2.000 INCHES

238

1030

245140

... More
NB 3.000 INCHES

49

1544

75656

... More
NB 4.000 INCHES

45

2059

92655

... More
NB 6.000 INCHES

33

2574

84942

... More
NB 8.000 INCHES

18

3861

69498

... More
NB 10.000 INCHES

15

4633

69495

... More
NB 12.000 INCHES

1

6178

6178

... More
NB 14.000 INCHES

4

8058

32232

... More
NB 16.000 INCHES

3

8953

26859

... More
NB 20.000 INCHES

1

10743

10743

... More
CONTROL VALVES (UPTO 600#)

-

-

-

... More
NB 0.500 INCHES

1

579

579

... More
NB 0.750 INCHES

1

579

579

... More
NB 1.000 INCHES

34

772

26248

... More
NB 1.500 INCHES

17

965

16405

... More
NB 2.000 INCHES

22

1287

28314

... More
NB 3.000 INCHES

17

1931

32827

... More
NB 4.000 INCHES

4

2574

10296

... More
NB 6.000 INCHES

7

3218

22526

... More
NB 8.000 INCHES

3

4826

14478

... More
NB 10.000 INCHES

1

5792

5792

... More
NB 12.000 INCHES

1

7722

7722

... More
NB 14.000 INCHES

1

10072

10072

... More
NB 20.000 INCHES

1

13429

13429

... More
CARBON STEEL BW VALVES INCLUDING MOV (NON IBR)

-

-

-

... More
NB 2.000 INCHES

328

1980

649440

... More
NB 3.000 INCHES

86

2970

255420

... More
NB 4.000 INCHES

12

3960

47520

... More
NB 6.000 INCHES

29

5940

172260

... More
NB 8.000 INCHES

23

7920

182160

... More
NB 10.000 INCHES

13

9900

128700

... More
NB 12.000 INCHES

4

11880

47520

... More
AS/SS BW-VALVES INCLUDING MOV(NON-IBR)

-

-

-

... More
NB 2.000 INCHES

20

3960

79200

... More
NB 3.000 INCHES

1

5940

5940

... More
NB 4.000 INCHES

1

7920

7920

... More
NB 6.000 INCHES

10

11880

118800

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

-

-

-

... More
NB 0.750 INCHES

11

533

5863

... More
NB 1.000 INCHES

15

710

10650

... More
NB 1.500 INCHES

13

888

11544

... More
NB 2.000 INCHES

4

1184

4736

... More
NB 3.000 INCHES

13

1776

23088

... 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

48600

145800

... 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 8.000 INCHES

1

7214

7214

... More
NB 10.000 INCHES

12

7214

86568

... More
NB 12.000 INCHES

1

7733

7733

... More
NB 14.000 INCHES

4

9166

36664

... More
NB 16.000 INCHES

4

9504

38016

... More
600# JOINTS

-

-

-

... More
NB 6.000 INCHES

14

6662

93268

... 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

-

-

-

... More
C.S REINFORCING PADS

-

-

-

... More
NB 2.000 INCHES

7

2896

20272

... More
NB 3.000 INCHES

7

4325

30275

... More
NB 4.000 INCHES

10

5753

57530

... More
NB 6.000 INCHES

1

8610

8610

... More
NB 12.000 INCHES

1

16436

16436

... More
NB 16.000 INCHES

1

21902

21902

... 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 0.500 INCHES

1

648

648

... More
NB 0.750 INCHES

14

648

9072

... More
NB 1.000 INCHES

1

648

648

... More
NB 1.500 INCHES

1

648

648

... More
NB 2.000 INCHES

120

648

77760

... More
NB 3.000 INCHES

41

648

26568

... More
NB 4.000 INCHES

25

681

17025

... More
NB 6.000 INCHES

13

816

10608

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

-

-

-

... More
NB 0.500 INCHES

1

720

720

... More
NB 0.750 INCHES

231

720

166320

... More
NB 1.000 INCHES

11

720

7920

... More
NB 1.500 INCHES

37

720

26640

... More
NB 2.000 INCHES

447

720

321840

... More
NB 3.000 INCHES

661

812

536732

... More
NB 4.000 INCHES

91

828

75348

... More
NB 6.000 INCHES

114

958

109212

... More
FOR JOINTS ABOVE THK. 8MM

-

-

-

... More
NB 2.000 INCHES

1

648

648

... More
NB 3.000 INCHES

1

648

648

... More
NB 4.000 INCHES

9

681

6129

... More
NB 6.000 INCHES

54

816

44064

... More
NB 8.000 INCHES

167

1089

181863

... More
NB 10.000 INCHES

65

1361

88465

... More
NB 12.000 INCHES

26

1452

37752

... More
NB 14.000 INCHES

1

1714

1714

... More
NB 16.000 INCHES

1

1958

1958

... More
NB 18.000 INCHES

1

2203

2203

... More
NB 20.000 INCHES

1

2448

2448

... 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

20655

54

1115370

... More
MAGNETIC PARTICLE TEST

62564

72

4504608

... 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)

5

54000

270000

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

0.14

112500

15750

... 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)

5

128044

640220

... 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

4234

32

135488

... More
STRESS RELIEVING Carrying out stress relieving of weld joints, including all types of attachment welds (corrosion pads, protection shields, supports, etc.), as applicable, on all types of piping as called for on shop/site fabricated already erected system including supply of all materials, consumables recording devices, insulation materials, instruments etc., 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. Repeat performance due to defective stress relieving or any other account shall be on Contractor's cost. Payment shall be done only after submission and approval of charts. Stress relieving shall be followed by measurement of hardness and no separate payment shall be made for this. Note: Unit for stress relieving quantity is 'Nos of circumferential weld joints'

-

-

-

... More
NB 0.500 INCHES

298

269

80162

... More
NB 0.750 INCHES

2936

269

789784

... More
NB 1.000 INCHES

312

269

83928

... More
NB 1.500 INCHES

1042

269

280298

... More
NB 2.000 INCHES

2043

380

776340

... More
NB 3.000 INCHES

983

507

498381

... More
NB 4.000 INCHES

172

650

111800

... More
NB 6.000 INCHES

533

887

472771

... More
NB 8.000 INCHES

4

1157

4628

... More
NB 10.000 INCHES

7

1426

9982

... More
Ultrasonic Testing (UT) Performance of UT 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. UT shall be submitted to the Engineer-in-charge. (Repeat UT due to defective UT on repaired joints due to Contractor's fault and for additional UT necessitated due to poor performance of contractor's welders shall be done at contractor's cost) Note: Unit for UT quantity is 'Nos of circumferencial weld joints'.

-

-

-

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

-

-

-

... More
NB 0.500 INCHES

11

734

8074

... More
NB 0.750 INCHES

223

734

163682

... More
NB 1.000 INCHES

16

734

11744

... More
NB 1.500 INCHES

53

734

38902

... More
NB 2.000 INCHES

880

869

764720

... More
NB 3.000 INCHES

499

1180

588820

... More
NB 4.000 INCHES

90

1526

137340

... More
NB 6.000 INCHES

231

2219

512589

... More
FOR JOINTS ABOVE THK. 8MM

-

-

-

... More
NB 2.000 INCHES

276

869

239844

... More
NB 3.000 INCHES

63

1180

74340

... More
NB 4.000 INCHES

9

1526

13734

... More
NB 6.000 INCHES

23

2219

51037

... More
NB 8.000 INCHES

1

2840

2840

... More
NB 10.000 INCHES

4

3425

13700

... 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
CHEMICAL CLEANING AND PASSIVATION FOR CS PIPING OF COMPRESSOR CIRCUIT

-

-

-

... More
NB 0.500 INCHES

13

194

2522

... More
NB 0.750 INCHES

13

194

2522

... More
NB 1.000 INCHES

18

194

3492

... More
NB 1.500 INCHES

18

194

3492

... More
NB 2.000 INCHES

18

194

3492

... More
NB 3.000 INCHES

18

415

7470

... More
NB 4.000 INCHES

9

725

6525

... More
PASSIVATION OF COOLING WATER LINES

-

-

-

... More
NB 0.500 INCHES

9

194

1746

... More
NB 0.750 INCHES

513

194

99522

... More
NB 1.000 INCHES

94

194

18236

... More
NB 1.500 INCHES

189

194

36666

... More
NB 2.000 INCHES

180

389

70020

... More
NB 3.000 INCHES

193

583

112519

... More
NB 4.000 INCHES

247

778

192166

... More
NB 6.000 INCHES

27

1166

31482

... More
NB 8.000 INCHES

675

1555

1049625

... More
NB 10.000 INCHES

9

1944

17496

... More
NB 12.000 INCHES

310

2333

723230

... 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

11

1967

21637

... More
NB 3.000 INCHES

5

2950

14750

... More
NB 4.000 INCHES

4

3933

15732

... 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 16.000 INCHES

1

15732

15732

... More
NB 18.000 INCHES

1

17699

17699

... More
NB 20.000 INCHES

1

19665

19665

... 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

972

172

167184

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

324

206

66744

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

1296

203

263088

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

1296

836

1083456

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

22

207

4554

... 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

9

207

1863

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

4

360

1440

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

9

327

2943

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

9

1250

11250

... 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

1944

179

347976

... More
S.S PIPING

27

242

6534

... 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 2.000 INCHES

1

1035

1035

... More
NB 3.000 INCHES

5

1553

7765

... More
NB 4.000 INCHES

5

2070

10350

... 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 14.000 INCHES

1

7245

7245

... More
NB 16.000 INCHES

1

8280

8280

... More
NB 20.000 INCHES

1

10350

10350

... More
CONTROL VALVES

-

-

-

... More
NB 2.000 INCHES

3

1035

3105

... More
NB 3.000 INCHES

1

1553

1553

... More
NB 4.000 INCHES

1

2070

2070

... More
NB 6.000 INCHES

1

3105

3105

... 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 20.000 INCHES

1

10350

10350

... 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

0.18

2237515

402752.7

... 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.

-

-

-

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

1296

2415

3129840

... More
SEMI SKILLED (WITH HAND TOOLS)

2592

2171

5627232

... More
HELPER/ UNSKILLED

2592

1931

5005152

... 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

11

1035

11385

... More
NB 1.000 INCHES

15

1242

18630

... More
NB 1.500 INCHES

13

1553

20189

... More
NB 2.000 INCHES

4

2070

8280

... More
NB 3.000 INCHES

13

3105

40365

... 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.

1.5

139500

209250

... 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

20

661

13220

... More
NB 4.000 INCHES

16

880

14080

... More
NB 6.000 INCHES

17

1034

17578

... More
NB 8.000 INCHES

6

1321

7926

... More
NB 12.000 INCHES

6

1761

10566

... More
FLANGE ASSEMBLY 300#

-

-

-

... More
NB 2.000 INCHES

1

828

828

... More
NB 3.000 INCHES

1

991

991

... More
NB 4.000 INCHES

1

1321

1321

... More
NB 6.000 INCHES

1

1551

1551

... More
NB 8.000 INCHES

1

1981

1981

... More
NB 10.000 INCHES

1

2229

2229

... More
NB 12.000 INCHES

1

2642

2642

... 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
6" STUB WITH 3" INJECTION NOZZLE

6

12420

74520

... More
6" STUB WITH 2" INJECTION NOZZLE

2

11178

22356

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

1

7452

7452

... More
3" STUB WITH 0.5" INJECTION NOZZLE

1

7245

7245

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

-

-

-

... More
NB 0.50 INCH

1

156

156

... More
NB 0.75 INCH

43

156

6708

... More
NB 1.0 INCH

4

156

624

... More
NB 1.50 INCH

15

233

3495

... More
NB 2.0 INCH

54

311

16794

... More
NB 3.0 INCH

47

388

18236

... More
NB 4.0 INCH

16

466

7456

... More
NB 6.0 INCH

28

621

17388

... 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

1

815

815

... More
NB 0.75 INCH

14

815

11410

... More
NB 1.0 INCH

1

815

815

... More
NB 1.50 INCH

1

815

815

... More
NB 2.0 INCH

120

815

97800

... More
NB 3.0 INCH

41

850

34850

... More
NB 4.0 INCH

25

850

21250

... More
NB 6.0 INCH

13

988

12844

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

-

-

-

... More
NB 0.5 INCH

1

815

815

... More
NB 0.75 INCH

231

815

188265

... More
NB 1.0 INCH

11

815

8965

... More
NB 1.50 INCH

37

815

30155

... More
NB 2.0 INCH

447

815

364305

... More
NB 3.0 INCH

661

850

561850

... More
NB 4.0 INCH

91

850

77350

... More
NB 6.0 INCH

114

988

112632

... More
FOR JOINTS THK. ABOVE 8MM

-

-

-

... More
NB 4.0 INCH

9

850

7650

... More
NB 6.0 INCH

54

988

53352

... More
NB 8.0 INCH

167

1127

188209

... More
NB 10.0 INCH

65

1334

86710

... More
NB 12.0 INCH

26

1403

36478

... More
NB 16.0 INCH

4

1679

6716

... 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

6

1116

6696

... More
NB 1.0 INCH

1

1116

1116

... More
NB 1.50 INCH

1

1116

1116

... More
NB 2.0 INCH

59

1116

65844

... More
NB 3.0 INCH

21

1116

23436

... More
NB 4.0 INCH

12

1116

13392

... 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

115

1116

128340

... More
NB 1.0 INCH

5

1116

5580

... More
NB 1.50 INCH

18

1116

20088

... More
NB 2.0 INCH

223

1116

248868

... More
NB 3.0 INCH

330

1116

368280

... More
NB 4.0 INCH

45

1116

50220

... More
NB 6.0 INCH

58

1116

64728

... More
FOR JOINTS THK. ABOVE 8MM

-

-

-

... More
NB 4.0 INCH

4

1116

4464

... More
NB 6.0 INCH

27

1116

30132

... More
NB 8.0 INCH

85

1256

106760

... More
NB 10.0 INCH

32

1476

47232

... More
NB 12.0 INCH

13

1476

19188

... More
NB 16.0 INCH

1

1823

1823

... 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 hook-ups, 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)

76

1656

125856

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

13

3105

40365

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

25

1346

33650

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

14

1553

21742

... More
Pressure Assembly with 0.75" SW Connection (With PWHT)

15

1863

27945

... More
PAINTING (UNITS& OFFSITES) 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

45

59

2655

... More
NB: .75 Inches

1782

72

128304

... More
NB: 1 Inches

1242

92

114264

... More
NB: 1.5 Inches

2623

133

348859

... More
NB: 2 Inches

2254

144

324576

... More
NB: 3 Inches

1462

212

309944

... More
NB: 4 Inches

490

274

134260

... More
NB: 6 Inches

787

402

316374

... More
NB: 8 Inches

328

524

171872

... More
NB: 10 Inches

342

653

223326

... More
NB: 12 Inches

252

772

194544

... More
NB: 14 Inches

22

851

18722

... More
NB: 16 Inches

279

972

271188

... More
NB: 18 Inches

4

1094

4376

... More
NB: 24 Inches

4

1457

5828

... More
VALVES

-

-

-

... More
NB: 2 Inches

337

257

86609

... More
NB: 3 Inches

38

379

14402

... More
NB: 4 Inches

49

487

23863

... More
NB: 6 Inches

9

717

6453

... More
NB: 8 Inches

4

933

3732

... More
NB: 10 Inches

1

1164

1164

... More
NB: 12 Inches

1

1377

1377

... More
NB: 16 Inches

1

1732

1732

... 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: .75 Inches

9

54

486

... More
NB: 1 Inches

13

69

897

... More
NB: 1.5 Inches

9

100

900

... More
NB: 2 Inches

9

108

972

... More
NB: 3 Inches

9

160

1440

... More
NB: 4 Inches

9

205

1845

... More
NB: 6 Inches

4

302

1208

... More
NB: 12 Inches

4

581

2324

... More
NB: 20 Inches

13

913

11869

... More
NB: 30 Inches

4

1370

5480

... More
VALVES

-

-

-

... More
NB: 2 Inches

5

185

925

... More
NB: 3 Inches

1

274

274

... More
NB: 4 Inches

1

351

351

... More
NB: 12 Inches

1

994

994

... 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

48

192

... More
NB: .75 Inches

4

59

236

... More
NB: 1 Inches

4

75

300

... More
NB: 2 Inches

4

118

472

... More
VALVES

-

-

-

... More
NB: 2 Inches

1

181

181

... 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

36

45

1620

... More
NB: .75 Inches

724

56

40544

... More
NB: 1 Inches

418

71

29678

... More
NB: 1.5 Inches

1017

103

104751

... More
NB: 2 Inches

1737

112

194544

... More
NB: 3 Inches

729

164

119556

... More
NB: 4 Inches

198

211

41778

... More
NB: 6 Inches

486

311

151146

... More
NB: 8 Inches

724

404

292496

... More
NB: 10 Inches

126

504

63504

... More
NB: 12 Inches

40

596

23840

... More
NB: 14 Inches

9

656

5904

... More
VALVES

-

-

-

... More
NB: 2 Inches

182

222

40404

... More
NB: 3 Inches

52

329

17108

... More
NB: 4 Inches

15

422

6330

... More
NB: 6 Inches

49

621

30429

... More
NB: 8 Inches

28

808

22624

... More
NB: 10 Inches

23

1008

23184

... More
NB: 12 Inches

1

1193

1193

... More
NB: 14 Inches

4

1312

5248

... 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

4

67

268

... More
NB: .75 Inches

54

82

4428

... More
NB: 1 Inches

72

104

7488

... More
NB: 2 Inches

166

164

27224

... More
NB: 3 Inches

1503

241

362223

... More
NB: 4 Inches

414

311

128754

... More
NB: 6 Inches

4

457

1828

... More
NB: 8 Inches

4

596

2384

... More
VALVES

-

-

-

... More
NB: 2 Inches

1

328

328

... More
NB: 4 Inches

1

621

621

... More
NB: 6 Inches

1

914

914

... 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

51

1122

... More
NB: .75 Inches

4

64

256

... More
NB: 1 Inches

4

81

324

... More
NB: 1.5 Inches

4

117

468

... More
NB: 2 Inches

4

128

512

... More
NB: 3 Inches

4

188

752

... More
NB: 4 Inches

54

241

13014

... More
NB: 6 Inches

49

356

17444

... More
VALVES

-

-

-

... More
NB: 2 Inches

17

255

4335

... More
NB: 4 Inches

1

483

483

... More
NB: 6 Inches

5

711

3555

... 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

92

2024

... More
NB: 1 Inches

4

144

576

... More
NB: 3 Inches

13

334

4342

... More
PAINTING OF UN-INSULATED SURFACES AS PER TABLE 5.0 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 PRIMER:SSPC-SP-10; 1 COAT OF F9 @ 75u DFT/COAT; PRIMER : 1COAT OF P6 @ 40u DFT/COAT; FINISH COAT : 1 COAT OF F-6B @100u DFT/COAT + 1 COAT OF F2 @ 40u DFT/COAT

-

-

-

... More
PIPES

-

-

-

... More
NB: 0.5 INCHES

4

51

204

... More
NB: 0.75 INCHES

22

63

1386

... More
NB: 1 INCHES

139

80

11120

... More
NB: 1.5 INCHES

193

115

22195

... More
NB: 2 INCHES

1093

125

136625

... More
NB: 3 INCHES

2317

185

428645

... More
NB: 4 INCHES

450

238

107100

... More
NB: 6 INCHES

85

350

29750

... More
NB: 8 INCHES

418

455

190190

... More
NB: 10 INCHES

1

568

568

... More
NB: 12 INCHES

72

671

48312

... More
NB: 14 INCHES

4

739

2956

... More
NB: 18 INCHES

76

950

72200

... More
VALVES

-

-

-

... More
NB: 2 INCHES

22

223

4906

... More
NB: 3 INCHES

21

329

6909

... More
NB: 4 INCHES

12

424

5088

... More
NB: 6 INCHES

1

624

624

... More
NB: 8 INCHES

3

812

2436

... More
DESIGN TEMP GROUP: 81 TO 250 (DEG C) SURFACE PREPARATION & PRE ERECTION PRIMER:SSPC-SP-10; 1 COAT OF F9 @ 75u DFT/COAT; PRIMER : NONE; FINISH COAT : 2 COATS OF F-11 @20u DFT/COAT

-

-

-

... More
PIPES

-

-

-

... More
NB: 0.75 INCHES

18

66

1188

... More
NB: 1 INCHES

13

83

1079

... More
NB: 1.5 INCHES

1750

120

210000

... More
NB: 2 INCHES

2299

130

298870

... More
NB: 3 INCHES

1516

192

291072

... More
NB: 4 INCHES

63

247

15561

... More
NB: 6 INCHES

4

363

1452

... More
NB: 20 INCHES

13

1095

14235

... More
VALVES

-

-

-

... More
NB: 2 INCHES

5

185

925

... More
NB: 3 INCHES

1

274

274

... More
NB: 4 INCHES

1

351

351

... 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
CHAIN PULLEY BLOCK

-

-

-

... More
Supply of Geared Trolley Mounted Chain Pulley Block

-

-

-

... More
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))

-

-

-

... More
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
INSTALLATION OF SKID MOUNTED PACKAGES(SINGLE/MULTIPLE SKIDS) INVOLVING LOADING OF ADSORBANTS/CATALYST Handling and transportation of Package consisting single or multiple skids 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 (including supply and applications of grout material), cleaning and flushing of equipment with water, draining and drying with compressed air, erection of interconnecting piping including some amount of cutting, welding, NDT, hydrotesting/pneumatic testing, wherever required. Purging the line with air/gas, loading of desiccant/adsorbant in adsorber vessel(s) as per the instruction of Package supplier, 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
PSA Hydrogen

-

-

-

... More
PSA Hydrogen excluding Adsorbents

45

106680

4800600

... More
Quantity of Adsorbents

25

48600

1215000

... More
EQUIPMENT - ROTATING

-

-

-

... More
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).

28

54000

1512000

... More
REVAMP OF EXISTING INSTALLED PUMPS Contractor scope involves revamp of existing pumps. Typical revamp work includes change of impeller, change of motor, change of base plate, change in Steam Turbine rotor etc.. . Assembly of sub- assemblies(Wherever applicable), placing the equipment on foundation, erection of interconnecting piping, leveling, aligning, including chipping & dressing of foundation, grouting(including supply and application of non shrink grout material),and providing manpower for testing, rectifying defects if any and completion the works in all respect as per drawing, job specification for mechanical tender(Rotating Equipment B348-000-80-42-MR- SOW-3003-B) enclosed and instruction of Engineer In Charge.

-

-

-

... More
125-PA-107 A (ELECTRICAL MOTOR DRIVEN)

2

864000

1728000

... More
125-PA-107 B (TURBINE DRIVEN)

3.5

864000

3024000

... More
Reciprocating Compressor Packages with drivers, auxiliaries and accessories.

-

-

-

... More
Reciprocating Compressors with Electric Motor Driver, auxiliaries and accessories mounted on foundation block.

50

70200

3510000

... More
Chemical Dosing Packages

-

-

-

... More
Skid mounted chemical dosing packages along with all auxiliaries and accessories.

5

34200

171000

... More
EQUIPMENT - STATIC

-

-

-

... More
INSTALLATION OF LOOSE SUPPLIED INTERNALS IN REACTOR TAG No.115-RB-001:

-

-

-

... More
Transportation of reactor internals from storage point to work site, assembly of parts, sub-assemblies, erection at all elevations, alignment, verticality checking of all loose internals, providing crane(s), all tools, tackles, machinery, consumables, transportation equipment, erection equipment, instruments, labour, ancillary materials including filling of glass / ceramic rope, if applicable etc. for the following reactor internals to complete the work in all respects as per reactor general assembly & other approved fabrication drawings, equipment detail and instructions of the Engineer-in-Charge. Loose internals i.e., (a) Liquid Distributor tray assembly (b) Bed support grid assembly (c) Quench mixing tray assembly (d) Quench Pipe assembly (e) Slide Valve assembly. All internals shall be installed by Contractor inside the reactor at site under the combined supervision of Reactor 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 reactor: a) Item Tag No.: 115-RB-001 3) Actual details of internals shall be as per approved drawings which shall be furnished to successful bidder after award of contract.

1

151200

151200

... More
INSTALLATION OF LOOSE SUPPLIED INTERNALS IN REACTOR TAG No.115-RB-002:

-

-

-

... More
Transportation of reactor internals from storage point to work site, assembly of parts, sub-assemblies, erection at all elevations, alignment, verticality checking of all loose internals, providing crane(s), all tools, tackles, machinery, consumables, transportation equipment, erection equipment, instruments, labour, ancillary materials including filling of glass / ceramic rope, if applicable etc. for the following reactor internals to complete the work in all respects as per reactor general assembly & other approved fabrication drawings, equipment detail and instructions of the Engineer-in-Charge. Loose internals i.e., (a) Liquid Distributor tray assembly (b) Slide Valve. All internals shall be installed by Contractor inside the reactor at site under the combined supervision of Reactor 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 reactor: a) Item Tag No.: 115-RB-002 3) Actual details of internals shall be as per approved drawings which shall be furnished to successful bidder after award of contract.

1

172800

172800

... 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) 115-EE-003 (2) 115-EE-007 (3) 115-EE-008 (4) 115-EE-011 (5) 115-VV-011

5

111780

558900

... More
REMOVAL BEFORE CHEMICAL CLEANING & REINSTALLATION OF MIST ELIMINATOR AFTER CHEMICAL CLEANING FOR Tag No. 115-VV-003:

-

-

-

... More
Removal of Mist Eliminator from Vessel for carrying out chemical cleaning of vessels, storage in Contractor's storage yard and Reinstallation of Mist Eliminator, assembly of parts, sub-assemblies, erection at all elevations, aligning, tightening of bolts arranging all tools, tackles, machinery, consumables, transportation equipment, erection equipment, instruments, labour, ancillary, preparation of necessary scaffolding and temporary platforms at suitable elevations & locations etc. to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge.

1

178848

178848

... 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.

1

761

761

... 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.

6

572

3432

... 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: -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.

1

588

588

... 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.

56

866

48496

... 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.

1

1197

1197

... More
LOADING OF CATALYST & ACT / INERT BALLS FOR REACTOR BY SOCK LOADING METHOD FOR ITEM TAG No. 115-RB-001:

-

-

-

... More
Transportation of Catalyst, ACT / Inert balls etc. from owner's storage yard to 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 equipments for operators, fire etc, portable oxygen analyzer, temporary platforms / shelters etc. for loading, supply of skilled/experienced personnel, removal of internals (if supplied in installed condition) as required to facilitate loadings of Catalyst & ACT / Inert balls by SOCK LOADING as per the procedure / methodology specified & storing the same properly to reinstall, cleaning of equipment as required, carrying out preliminary checks, complying to specific recommendations, installation of temporary structures/ platforms, loading of catalyst, inert balls etc. as per procedure/methodology specified with use of hopper, flexible hose, Sock loading apparatuses etc., Installation/reinstallation of internals & checking for levelness / horizontality etc as per requirements & to the satisfaction of Licensor's representative, carrying out leak test, removal of temporary structures / platforms, boxing up and completion of work in all respects as per applicable Licensor's document no. 07240_115_04PS_115-RB-001, Inert balls / ACT Technical Datasheets, Safety Datasheets of Catalyst & additional requirements listed elsewhere in the Tender for Catalyst & inert ball loading for 115-RB-001, Procedure of Catalyst loading, instructions of Engineer-in-Charge and under supervision of representative of Owner / Process Licensor. The work shall be done to the complete satisfaction of Engineer-In-Charge. Note-1: After completion of loading, fabricated items like hoppers, slide valves, flexible sleeves etc. shall be handed over to M/s BCPL. Note-2: All equipments, hoppers, slide valves, cranes, tools, tackles shall be in Bidder's scope. Note-3: For pre-commissioning /commissioning activity the procedure shall be provided before pre-commissioning / commissioning. Note-4: Bidder shall note that followings are in Owner's scope. a) CATALYST & ACT / INERT BALLS b) Arrangement for supervision of Licensor's representative & monitoring of Catalyst loading. Note-5: All other equipment, safety harnesses, temporary structures etc. are in Bidder's scope.

1

1628532

1628532

... More
LOADING OF CATALYST & INERT BALLS FOR REACTOR BY DENSE & SOCK LOADING METHOD RESPECTIVELY FOR ITEM TAG No. 115-RB-002:

-

-

-

... More
Transportation of catalyst, inert balls etc. from owner's storage yard to 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 equipments for operators, fire etc, portable oxygen analyzer, temporary platforms / shelters etc. for loading, supply of skilled/experienced personnel, removal of internals (if supplied in installed condition) as required to facilitate loadings of catalyst by DENSE LOADING & inert balls by SOCK LOADING as per the procedure / methodology specified & storing the same properly to reinstall, cleaning of equipment as required, carrying out preliminary checks, complying to specific recommendations, installation of temporary structures/ platforms, loading of catalyst, inert balls etc. as per procedure/methodology specified with use of hopper, flexible hose, Dense & Sock loading apparatuses etc., Installation/reinstallation of internals & checking for levelness / horizontality etc as per requirements & to the satisfaction of Licensor's representative, carrying out leak test, removal of temporary structures / platforms, boxing up and completion of work in all respects as per applicable Licensor's document no. 07240_115_04PS_115- RB-002, Inert balls Technical Datasheets, Safety Datasheets of Catalyst & additional requirements listed elsewhere in the Tender for Catalyst & inert ball loading for 115- RB-002, Procedure of Catalyst loading, instructions of Engineer-in-Charge and under supervision of representative of Owner / Process Licensor. The work shall be done to the complete satisfaction of Engineer-In-Charge. Note-1: After completion of loading, fabricated items like hoppers, slide valves, flexible sleeves etc. shall be handed over to M/s BCPL. Note-2: All equipments, hoppers, slide valves, cranes, tools, tackles shall be in Bidder's scope. Note-3: For pre-commissioning /commissioning activity the procedure shall be provided before pre-commissioning / commissioning. Note-4: Bidder shall note that followings are in Owner's scope. a) CATALYST & INERT BALLS b) Arrangement for supervision of Licensor's representative & monitoring of Catalyst loading. Note-5: All other equipment, safety harnesses, temporary structures etc. are in Bidder's scope.

1

1805112

1805112

... More
COLUMN ERECTION HAVING CARTRIDGE TRAYS:

-

-

-

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

-

-

-

... 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.

16.5

64800

1069200

... 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.

7.5

64800

486000

... More
EQUIPMENT ERECTION

-

-

-

... 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

33

34200

1128600

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

34

34200

1162800

... More
Equipment weighing less than 10 MT

61

34200

2086200

... 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

11

37800

415800

... More
Hydrotesting of tube side

-

-

-

... More
upto 20m3

15

37800

567000

... 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

9

37800

340200

... 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

2

43200

86400

... 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

4

54000

216000

... More
HYDROSTATIC TESTING OF VESSEL UNDER IBR SERVICE Hydrostatic testing of vessels 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
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.

2490

104

258960

... More
ERECTION OF AIR COOLERS (AFC) - MODULAR CONSTRUCTION Transportation of air cooler modules (Consisting Tube bundles/ Sections/ Bays, Motors, Fans, Plenum chambers etc.as a single unit) and bottom segments of structural columns (dispatched as loose by others) and other loose items (if any) from Owner's storage points to erection site, erection / assembly of bottom segment of structural columns, assembly of parts & sub-assemblies, erection at all elevations, aligning, verticality checking, grouting, tightening of foundation/ anchor bolts, lifting the modules and placing the same on bottom columns using the lifting lugs, removing the temporary bracing and installing the permanent bracings, installation of ladder, staircase, handrails and platforms all around, matching of TOG level of platforms as mentioned in respective datasheets, laying cables, installation of junction boxes, trial run of one bay for each tag number after erection, ensuring vibration free operation, carrying out necessary modification required in case of any vibration, 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: Installation, erection, trial run and any modification work in case of vibration shall be carried out under supervision of air cooler supplier.

-

-

-

... More
Equipment/AFC module weighing less than 30 MT but 10 MT and Above

13

50301

653913

... More
Equipment/AFC module weighing less than 10 MT

8

50301

402408

... 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
Chemical Cleaning

-

-

-

... More
upto 20m3

1

756000

756000

... More
Pre-cleaning

-

-

-

... More
upto 20m3

1

756000

756000

... More
Degreasing

-

-

-

... More
upto 20m3

1

756000

756000

... More
Passivation

-

-

-

... More
upto 20m3

1

108000

108000

... 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 (Tube Side)

-

-

-

... More
upto 20m3

6

756000

4536000

... More
Precleaning (Tube Side)

-

-

-

... More
upto 20m3

6

756000

4536000

... More
Passivation (Tube Side)

-

-

-

... More
upto 20m3

6

70200

421200

... More
STRUCTURAL

-

-

-

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

-

-

-

... More
Earthwork excavation in soil

-

-

-

... 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.

342

360

123120

... 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 1.5m and upto and inclusive of 3.0m 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.

117

432

50544

... 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 3.0m and upto & inclusive of 4.5m 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.

9

540

4860

... 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.

9

540

4860

... 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.

9

720

6480

... 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.

9

545

4905

... 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.

9

644

5796

... 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 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.

261

252

65772

... 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.

54

315

17010

... 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.

54

360

19440

... More
Earthwork Filling by excavation

-

-

-

... More
EARTHWORK IN FILLING by excavating the earth from BORROW AREAS arranged by CONTRACTOR for all leads, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and 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% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete.

9

2700

24300

... 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).

36

270

9720

... 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, 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).

18

540

9720

... 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).

18

630

11340

... 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.

13

7200

93600

... 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.

0.9

9000

8100

... 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.

0.9

10350

9315

... 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.

72

11250

810000

... 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.

0.9

12600

11340

... 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.

4

13500

54000

... 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.

0.9

14850

13365

... 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.

0.9

10980

9882

... 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.

0.9

18000

16200

... 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.

0.9

19350

17415

... 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.

9

81000

729000

... 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.

4

22500

90000

... 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.

211

612

129132

... 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.

31

765

23715

... 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.

117

3150

368550

... 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.

4

1350

5400

... 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.

4

3150

12600

... 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.

13

612

7956

... 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.

13

810

10530

... 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. "

4

1683

6732

... 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. "

4

2129

8516

... 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.

13

1426

18538

... 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.

13

1733

22529

... 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.

13

2138

27794

... 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.

0.9

29700

26730

... 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.

0.9

31680

28512

... 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.

22

108900

2395800

... 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.

0.4

128700

51480

... 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. "

0.4

130680

52272

... 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).

39

10788

420732

... 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)

4

10788

43152

... 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)

4

11880

47520

... More
GROUTING

-

-

-

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

1.9

63000

119700

... 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).

9

128700

1158300

... 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).

0.4

150075

60030

... 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 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).

0.9

113850

102465

... 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.

0.4

150075

60030

... 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).

0.4

116820

46728

... 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.) 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).

4

129375

517500

... 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.

13

900

11700

... 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).

130

2263

294190

... 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).

22

949

20878

... 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).

220

2444

537680

... 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).

22

1922

42284

... 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. "

180

945

170100

... 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. "

720

1620

1166400

... 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).

0.4

495000

198000

... 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.

4

9450

37800

... 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.

4

10350

41400

... 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.

4

1800

7200

... 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).

1.9

1800

3420

... 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.

1.9

1980

3762

... 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).

0.9

900

810

... 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).

0.9

1260

1134

... 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).

0.9

1800

1620

... 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

31500

126000

... 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).

0.4

2250

900

... 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.

252

360

90720

... 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 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.

9

1350

12150

... 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).

4

3150

12600

... 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).

4

2250

9000

... 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.

90

4050

364500

... 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

3

31500

94500

... More
laws).

-

-

-

... 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

27

1985

53595

... 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)

27

1625

43875

... 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)

27

1625

43875

... 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)

27

1368

36936

... 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)

27

1368

36936

... 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)

27

1368

36936

... 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)

27

1296

34992

... 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)

27

1296

34992

... 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)

27

1296

34992

... 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)

27

1368

36936

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

27

1159

31293

... More
GENERAL CIVIL

-

-

-

... More
Supply of forged/ cast fittings

-

-

-

... More
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. 3 Inch Pipe Class J2A

2

3359

6718

... More
Dia. 4 Inch Pipe Class J2A

5

5241

26205

... More
Dia. 3 Inch Pipe Class J91A

5

3359

16795

... More
Dia. 2 Inch Pipe Class J91A

15

2748

41220

... More
Dia. 1 Inch Pipe Class J91A

2

1760

3520

... More
Supply and installation of valves

-

-

-

... More
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

5

10973

54865

... More
Dia 1 Inch Piping Material Class J91A

5

10800

54000

... More
Dia 1.5 Inch Piping Material Class J91A

2

10973

21946

... More
Dia .75 Inch Piping Material Class J91A

2

10260

20520

... More
Supply and installation of flanged valves as per piping material specification including supply of matching flanges, gaskets, nuts, bolts, washers etc. , transporting to work site , fixing / erecting in position as per drawing, specification etc. all complete as per directions of Engineer-in-charge.

-

-

-

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

-

-

-

... More
Dia . 3 Inch Piping Material Class J2A

2

19639

39278

... More
Dia . 4 Inch Piping Material Class J2A

2

28620

57240

... More
MISCELLANEOUS ITEMS

-

-

-

... More
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
Modification Works

-

-

-

... More
MODIFICATION AND EXTRA WORKS ( IF ANY ) Cuting,bevelling,fitup,welding of different sizes of CS piping of all thicknesses in shop ,in position, on ground and at all elevations, transportation of pipes,fittings,flanges etc. from owner's storage point to work site/workshop,making necessary scaffolding,consumables,machinery,tools,tackles,labour and supervision including attending to repairs for completing the work as per instructions of Engineer -in -charge

-

-

-

... More
Flame cutting CS piping

45

179

8055

... More
Hacksaw cutting CS piping

45

215

9675

... More
Beveling CS piping

45

211

9495

... More
Fit-up and welding CS piping

45

873

39285

... More
NDT Testing

-

-

-

... 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 circumferential weld joints'.

-

-

-

... More
FOR JOINTS THK. = 8MM (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING)

-

-

-

... More
Nominal Dia. 3 Inch

18

648

11664

... More
Nominal Dia. 4 Inch

18

681

12258

... More
Nominal Dia. 6 Inch

18

816

14688

... More
Nominal Dia. 2 Inch

18

648

11664

... More
Nominal Dia. 16 Inch

18

2880

51840

... More
Nominal Dia. 20 Inch

18

3600

64800

... More
Restriction Orifice

-

-

-

... More
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. 1.5 Inch Piping Material Class J2A

9

2592

23328

... More
Nominal Dia. 3 Inch Piping Material Class A97A

9

4374

39366

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

49

5832

285768

... More
Nominal Dia. 2 Inch Piping Material Class J91A

4

3305

13220

... More
Nominal Dia. 2 Inch Piping Material Class A97A

1

3305

3305

... More
Painting of A/G pipes and valves

-

-

-

... More
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

36

92

3312

... More
Nominal Dia. 4 Inch

126

274

34524

... 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 valve sizes

-

-

-

... More
Dia. Of Valve 4 Inch

4

487

1948

... More
Dia. Of Valve 3 Inch

9

379

3411

... More
Dia. Of Valve 2 Inch

1

257

257

... More
Fabrication and Erection of piping (underground)

-

-

-

... More
Laying and joining of externally 3L PE pre-coated Carbon Steel pipes and specials underground including transportation of all material from Owner's storage point to worksite, earthwork in excavation in all types of soils excluding soft rock and hard rock, for pipe trenches, saddles, etc. including dewatering, shoring and strutting if required, dressing of sides, levelling, grading and ramming of bottoms, cutting of pipes to required lengths if required, edge preparation, laying the pipes in trenches to required alignment and levels, welding the same after laying, installation of flanges, blind flanges, tapping for pressure gauges, temperature gauges and all other online instruments, fixing of nuts, bolts, gaskets and washers, welding, carrying out repairs of coating defects not attributed to owner (i.e. defects occurring after taking over of pipes from owner), coating of all field weld joints etc. as per specification no. 6-71-0044 including supply of coating material for field joints,inspection and testing for the corrosion protection coating as per specification, cutting of road wherever required and making good the same,hydrostatic testing of the system, flushing, backfilling the trenches with select material from available excavated soil including re-excavating the deposited soil excavated earlier, breaking clods and laying in layers of 15 cm compacted thickness, watering, compacting with mechanical means like vibro rammers etc. to 85% relative density as per ASTM D4254 or 90% modified proctor max. laboratory dry density as per ASTM D1557 as applicable, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete as per drawings, specifications and instructions of Engineer-in-Charge including connecting the pipes to manhole, including return of all unused / scrap pipes and specials to owner's storage point (All the materials except Pre-coated Pipes and fittings shall be supplied by contractor)(Pre-coated Pipes and fittings shall be issued free of cost by Owner.) (Depth of excavation for pipe trench shall be upto 3.0m)

-

-

-

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

-

-

-

... More
Fabrication, For the following nominal sizes

-

-

-

... More
NB 2 inch - 6 inch

20

693

13860

... More
NB 8 inch - 14 inch

30

693

20790

... More
NB 16 inch - 24 inch

60

693

41580

... More
Erection including corrosion protection coating of field joints, for Water System (Pressure Piping), For following Nominal Sizes

-

-

-

... More
NB 2 inch - 6 inch

1098

517

567666

... More
NB 8 inch - 14 inch

2700

517

1395900

... More
NB 16 inch - 24 inch

4230

517

2186910

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

-

-

-

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

-

-

-

... More
Supplying and laying carbon steel galvanised pipes as per piping materials specification Class underground including supply of all necessory fittings including Tee, reducing Tee, reducing Coupling, nipple, coupling, elbows etc. supply of teflon tapes, PTFE tape, white lead, etc. cutting the pipes to required lengths, making threads, earthwork in excavation for trenches, etc. in all types of soil except soft rock & hard rock including dewatering, shoring and strutting if required, dressing of sides, levelling, grading and ramming of bottoms, including laying of pipes in trenches, jointing the pipes and fittings with threaded connections, hydrostatic testing of the piping, backfilling the trenches with selected/approved earth fill material, cutting of roads wherever required, making good the road surface after laying, disposal of surplus earth at a designated area anywhere within complex limit etc., complete as per specifications, drawings and directions of Engineer-in-Charge. For following Nominal Size and Piping Material Class.

-

-

-

... More
Nominal Dia 3 Inch Piping class J2A

80

4792

383360

... More
Nominal Dia 4 Inch Piping class J2A

20

6399

127980

... More
Nominal Dia 6 Inch Piping class J2A

30

11037

331110

... 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 2 Inch Piping Class J91A

110

3508

385880

... More
Nominal Dia 3 Inch Piping Class J91A

210

4442

932820

... More
Nominal Dia 4 Inch Piping Class J91A

85

6010

510850

... More
Nominal Dia 1 Inch Piping Class J91A

120

2226

267120

... 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

20

693

13860

... More
NB 2 inch - 6 inch

75

693

51975

... More
NB 16 inch -24 inch

100

693

69300

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

-

-

-

... More
NB upto 1.5 inch

45

245

11025

... More
NB 2 inch - 6 inch

1620

245

396900

... More
NB 16 inch -24 inch

4000

245

980000

... 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. .75 Inch PMS J91A

2

2250

4500

... More
Dia. 1 Inch PMS J91A

60

2322

139320

... More
Dia. 1.5 Inch PMS J91A

220

3064

674080

... More
Dia. 2 Inch PMS J91A

350

3661

1281350

... More
Dia. 3 Inch PMS J91A

160

4635

741600

... More
Dia. 4 Inch PMS J91A

90

6271

564390

... 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

90

6271

564390

... More
Dia. 1.5 Inch PMS J2A

100

3064

306400

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

-

-

-

... More
Supply and installation of valve assembly consisting of valve, 2 no. flanges, 2 no. gaskets and 2 sets of nuts & bolts per valve assembly, erection of valve in position including fixing of nuts, bolts, gaskets, washers etc. complete as per drawings, specifications and directions of Engineer-in-Charge.

-

-

-

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

-

-

-

... More
Dia. 4 Inch PMS A97A

3

32195

96585

... More
Dia. 3 Inch PMS A97A

10

23025

230250

... More
Dia. 2 Inch PMS A97A

2

13446

26892

... 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. 3 Inch PMS J2A

2

3093

6186

... More
Dia. 4 Inch PMS J2A

2

6145

12290

... More
Dia. 1.5 Inch PMS J2A

5

1620

8100

... More
Dia. 1 Inch PMS J91A

5

1485

7425

... More
Dia. 2 Inch PMS J91A

30

2462

73860

... More
Dia. 3 Inch PMS J91A

15

3093

46395

... More
Supply, Fabrication and installation of strainers

-

-

-

... More
Supply, Fabrication and installation of strainers as per drawings etc. complete as per specifications and directions of Engineer-in-Charge.

-

-

-

... More
T-type strainers for following nominal size and piping material class

-

-

-

... More
Dia. 4 Inch PMS A97A

5

70929

354645

... More
Dia. 3 Inch PMS A97A

10

48803

488030

... More
Dia. 2 Inch PMS A97A

1

33885

33885

... More
FIRE FIGHTOING EQUIPMENT

-

-

-

... More
Installation of Deluge Valve skid

-

-

-

... More
Installation, erection, testing and commissioning of UL/FM listed/approved Deluge Valve Skid (consisting of deluge valve, strainers, solenoid valve, air pressure regulator, limit switches, pressure gauge, pressure transmitters, inlet/ outlet valves, drain valve, priming valve, vent valve including alarm motor gong, fittings, local control panel, including bypass connection to deluge valve along with strainer and ball valve etc. complete) actuated through hydraulic/wet detection system including placing the skid at the designated location and fixing with anchoring bolts, connecting the water inlet and system piping, connecting detection network piping, fittings etc. complete for deluge valve skid as per specification, drawings and directions of Engineer-in-Charge. For following deluge valve Skid size ( Inlet/ outlet/ bypass fire water line size - Deluge Valve size - )

-

-

-

... More
Inlet/ outlet/ bypass fire water line size 4 Inch Deluge Valve size 3 Inch

1

54000

54000

... More
Inlet/ outlet/ bypass fire water line size 4 Inch Deluge Valve size 4 Inch

2

54000

108000

... More
Inlet/ outlet/ bypass fire water line size 3 Inch Deluge Valve size 3 Inch

2

40500

81000

... 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

15

540

8100

... More
Capacity 9 kg

40

810

32400

... 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 of portable CO2 extinguishers including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification, data sheet and directions of Engineer-in-Charge.

-

-

-

... More
Capacity 4.5 kg

1

450

450

... 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
Long range water monitor of 2000 GPM capacity

1

22500

22500

... More
Double headed landing valve

30

2700

81000

... More
First Aid hose reel wall mounted type

45

1350

60750

... 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

45

2250

101250

... More
Water cum foam monitor of 1000 GPM capacity

10

13500

135000

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

20

2250

45000

... 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

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

2

108

216

... 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.

70

4050

283500

... More
NON-SCHEDULE WORKS

-

-

-

... 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

50

54000

2700000

... More
DISCIPLINE ENGINEER

75

40500

3037500

... More
LEAD QA & QC ENGINEER

20

54000

1080000

... More
QA & QC ENGINEER

19

40500

769500

... More
LEAD SAFETY ENGINEER

19

54000

1026000

... More
SAFETY STEWERT

32

31500

1008000

... 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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