Replacement Of 36 Inch Scrapper Barrel Isolation Valves Installed At Hazira, Jhagadiya And Vaghodia
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Bid Submission
18 Aug 2022
0 days left
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7.72 Lakhs
Bank guarantee accepted
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Non-refundable
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Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Surat → Gujarat
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Not Available
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Project Description
Replacement Of 36 Inch Scrapper Barrel Isolation Valves Installed At Hazira, Jhagadiya And Vaghodia
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-Aug-2022 | Revised Technical Volume | Technical Bid | 11-Aug-2022 |
| 2 | 09-Aug-2022 | Corrigendum No. 2 | Date | 18-Aug-2022 |
| 3 | 09-Aug-2022 | Corrigendum No. 2 | Other | 18-Aug-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | REPLACE 36IN BARREL V/V - SUPPLY ITEMS . Heading |
| 2 | SUPPLY OF PIPING MATERIAL- CARBON STEELREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.CARBON STEEL PIPESSize in in Inch = 10Schedule / Wall Thickness in mm = Sch 80Materials Specification / Grade = ASTM A 106 Gr.B |
| 3 | SUPPLY OF PIPING MATERIAL- CARBON STEELREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.CARBON STEEL PIPESSize in in Inch = 2Schedule / Wall Thickness in mm = Sch 160Materials Specification / Grade = ASTM A 106 Gr.B |
| 4 | SUPPLY OF PIPING MATERIAL- CARBON STEELREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.CARBON STEEL PIPESSize in in Inch = 3/4Schedule / Wall Thickness in mm = Sch 160Materials Specification / Grade = ASTM A 106 Gr.B |
| 5 | SUPPLY ITEMS - VALVESREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.2 SUPPLY OF VALVESSize in in Inch = Ball Valve (B.W) - 2Schedule / Wall Thickness in mm = 600# with Sch 160, Pup PieceMaterials Specification / Grade = BODY: ASTM A 216 GR. WCB / ASTM A 234 GR. WPB/ ASTM A 105, BALL: ASTM A 216 GR. WCB / ASTM A 234 GR. WPB) + MINIMUM 75µ ENP |
| 6 | SUPPLY ITEMS - VALVESREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.2 SUPPLY OF VALVESSize in in Inch = Ball Valve (F.E) - 2Schedule / Wall Thickness in mm = 600#Materials Specification / Grade = BODY: ASTM A 216 GR. WCB / ASTM A 234 GR. WPB/ ASTM A 105, BALL: ASTM A 216 GR. WCB / ASTM A 234 GR. WPB) + MINIMUM 75µ ENP |
| 7 | SUPPLY ITEMS - VALVESREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.2 SUPPLY OF VALVESSize in in Inch = Ball Valve (B.W) - 3/4Schedule / Wall Thickness in mm = 800# with Sch 160, Pup PieceMaterials Specification / Grade = BODY: ASTM A 216 GR. WCB / ASTM A 234 GR. WPB/ ASTM A 105, BALL: ASTM A 216 GR. WCB / ASTM A 234 GR. WPB) + MINIMUM 75µ ENP |
| 8 | SUPPLY ITEMS - VALVESREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITYASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.2 SUPPLY OF VALVESSize in in Inch = Globe Valve (F.E) - 10Schedule / Wall Thickness in mm = 600#Materials Specification / Grade = BODY: ASTM A 216 GR. WCB / ASTM A 234 GR. WPB/ ASTM A 105, BALL: ASTM A 216 GR. WCB / ASTM A 234 GR. WPB) +MINIMUM 75µ ENP |
| 9 | SUPPLY ITEMS - VALVESREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.2 SUPPLY OF VALVESSize in in Inch = Globe Valve (F.E) - 2Schedule / Wall Thickness in mm = 600#Materials Specification / Grade = BODY: ASTM A 216 GR. WCB / ASTM A 234 GR. WPB/ ASTM A 105, BALL: ASTM A 216 GR. WCB / ASTM A 234 GR. WPB) + MINIMUM 75µ ENP |
| 10 | SUPPLY ITEMS - EQUAL TEEREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.3 WELDOLETSize in in Inch = 2 X 2Schedule / Wall Thickness in mm = Sch 160Materials Specification / Grade = ASTM A 234 Gr. WPB |
| 11 | SUPPLY ITEMS - WELDOLETREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.4 WELDOLETSize in in Inch = 36 X 2Schedule / Wall Thickness in mm = Sch 80 X Sch 160Materials Specification / Grade = ASTM A 105, 6000# |
| 12 | SUPPLY ITEMS - SOCKOLETREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.5 SOCKOLETSize in in Inch = 36 X 3/4Schedule / Wall Thickness in mm = Sch 80 X Sch 160Materials Specification / Grade = ASTM A 105, 6000# |
| 13 | SUPPLY ITEMS - ELBOWREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.6 ELBOW (90 DEG, 1.5D)Size in in Inch = 2Schedule / Wall Thickness in mm = Sch 160Materials Specification / Grade = ASTM A 234 Gr. WPB |
| 14 | SUPPLY ITEMS - ELBOWREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.6 ELBOW (90 DEG, 1.5D)Size in in Inch = 10Schedule / Wall Thickness in mm = Sch 80Materials Specification / Grade = ASTM A 234 Gr. WPB |
| 15 | SUPPLY ITEMS - WNRF FLANGEREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.7 WNRF FLANGESize in in Inch = 36Schedule / Wall Thickness in mm = 600 # / Sch 80, Series -AMaterials Specification / Grade = ASTM A 694 Gr.F65 / ASTM A 105, MSSP 44 |
| 16 | SUPPLY ITEMS - WNRF FLANGEREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.7 WNRF FLANGESize in in Inch = 10Schedule / Wall Thickness in mm = 600 # / Sch 160Materials Specification / Grade = ASTM A 105 |
| 17 | SUPPLY ITEMS - WNRF FLANGEREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.7 WNRF FLANGESize in in Inch = 2Schedule / Wall Thickness in mm = 600 # / Sch 160Materials Specification / Grade = ASTM A 105 |
| 18 | SUPPLY ITEMS - WNRF FLANGEREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.7 WNRF FLANGESize in in Inch = 3/4Schedule / Wall Thickness in mm = 600 # / Sch 160Materials Specification / Grade = ASTM A 105 |
| 19 | SUPPLY ITEMS - SPECTACLE FLANGEREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.8 SPECTACLE FLANGESize in in Inch = 36Schedule / Wall Thickness in mm = 600 # / Sch 80, Series -AMaterials Specification / Grade = ASTM A 694 Gr.F65 / ASTM A 105, MSSP 44 |
| 20 | SUPPLY ITEMS -BLIND FLANGEREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.9 BLIND FLANGESize in in Inch = 2Schedule / Wall Thickness in mm = 600 # / Sch 160Materials Specification / Grade = ASTM A 105 |
| 21 | SUPPLY ITEMS -BLIND FLANGEREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.9 BLIND FLANGESize in in Inch = 3/4Schedule / Wall Thickness in mm = 600 # / Sch 160Materials Specification / Grade = ASTM A 105 |
| 22 | SUPPLY ITEMS -SWAGE NIPPLEREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.10 SWAGE NIPPLESize in in Inch = 2 X 3/4Schedule / Wall Thickness in mm = 600 # / Sch 160Materials Specification / Grade = ASTM A 105 |
| 23 | SUPPLY ITEMS -FASTENERSREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.11 FASTENERSSize in in Inch = 36Dia (Inch) & Length in mm = LENGTH OF BOLT- 574 mm. DIA of BOLT- 2 1/2 IN (With studs with three nuts Two Washers and jack screw) Materials Specification / Grade = ASTM A 193 GR.B7 AND ASTM A 194 GR. 2H. |
| 24 | SUPPLY ITEMS -FASTENERSREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.11 FASTENERSSize in in Inch = 10Dia (Inch) & Length in mm = LENGTH OF BOLT- 225 mm. DIA of BOLT- 1 1/4 IN Materials Specification / Grade = ASTM A193 GR.B7 AND ASTM A 194 GR. 2H. |
| 25 | SUPPLY ITEMS -FASTENERSREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.11 FASTENERSSize in in Inch = 2Dia (Inch) & Length in mm = LENGTH OF BOLT- 110 MM, DIA. OF BOLT- 5/8 IN. Materials Specification / Grade = ASTM A 193 GR.B7 AND ASTM A 194 GR. 2H. |
| 26 | SUPPLY ITEMS -FASTENERSREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.11 FASTENERSSize in in Inch = 3/4Dia (Inch) & Length in mm = LENGTH OF BOLT- 90 MM ,DIA. OF BOLT- 5/8 IN. Materials Specification / Grade = ASTM A 193 GR.B7 AND ASTM A 194 GR. 2H. |
| 27 | SUPPLY ITEMS -GASKETSREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.12 GASKETSSize in in Inch = 36Rating/Schedule = 600#Materials Specification / Grade = SP.WND SS 304+GRAFIL + INNER & OUTER RING. |
| 28 | SUPPLY ITEMS -GASKETSREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.12 GASKETSSize in in Inch = 10Rating/Schedule = 600#Materials Specification / Grade = SP.WND SS 304+GRAFIL + INNER & OUTER RING. |
| 29 | SUPPLY ITEMS -GASKETSREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.12 GASKETSSize in in Inch = 2Rating/Schedule = 600#Materials Specification / Grade = SP.WND SS 304+GRAFIL + INNER & OUTER RING. |
| 30 | SUPPLY ITEMS -GASKETSREPLACEMENT OF 36\" DIA VALVES AND PIPE SPOOL PIECESUPPLY OF PIPING MATERIALS / ITEMS AS PER SPECIFICATION, QUALITY ASSURANCE PLAN AND DATA SHEET ENCLOSED WITH THE TENDER.1.12 GASKETSSize in in Inch = 3/4Rating/Schedule = 600#Materials Specification / Grade = SP.WND SS 304+GRAFIL + INNER & OUTER RING. |
| 31 | REPLACE 36IN BARREL V/V - COMPOSITE WORK. Heading |
| 32 | INST OF FLANGE END AT DAHEJINSTALLATION OF FLANGE END 10\" Dia X 600 # VALVE AT DAHEJInstallation of Globe valve including supply of all materials, equipment, consumables as defined in Contractor\"s scope of supply and its transportation to the work site(s) including supply and fixing of gaskets, bolts, studs, nuts wherever required, levelling, aligning and completing all works in all respects as per drawings, specification, other provisions of Contract and directions of the OWNER / Consultant. Installation / Erection of above ground Flanged Valves (Globe VALVE) as per details given below:Size in Inch Rating /Schedule / End Connection Materials Specification / GradeGlobe Valve - 10 600# / FE BODY: ASTM A 216 GR. WCB / ASTM A 234 GR. WPB/ASTM A 105 BALL : ASTM A 216 GR. WCB / ASTM A 234 GR. WPB) + MINIMUM75µ ENP |
| 33 | DIVERSION, RESTORATION AND CONTROL VENTDIVERSION, RESTORATION AND CONTROL VENTING OF 36\" DIA HVJ PIPELINEGASC.1 The Gas flow of HVJ Pipeline shall be diverted and restored through 30\" Dia X 100 KM approx. of DUPL pipeline up to Dahej & then 42\" Dia X 121 KM approxi. through DVPL-1 from PLL Dahej to IP-2 station of Vagodia and IP-02 Station to Compressor staion of Vagodia by 36\" Dia X 3.3 KM approx. and finally from Vagodia Compressor station to IP- 02 station Vagodia till Jhabua Station during replacement of valves & Spool Piece of HVJ pipeline.It includes supply of all man- power, equipment, consumables, materials at three locations (i.e. Hazira at Surat, PLL at Dahej and IP_02 Staion, Vagodia at Vadodara) as per the relevant specifications, other provisions of Contract document and instructions of Owner / Consultant.Size in Inch (mm) - 36\" DiaWall Thickness in (mm) - 22.2Line Pipe Grade - API 5L X 60 |
| 34 | DIVERSION, RESTORATION AND CONTROL VENTDIVERSION, RESTORATION AND CONTROL VENTING OF 36\" DIA HVJ PIPELINEGASC.2 Controlled Venting of Natural Gas of 36\" (Inch) Diameter of 16 2KM length from 8 Different Location (Hazira, Jhagadia, Vaghodia & 5 SV Station). from 32 Bar(g) to Atmospheric Pressure. It includes supply of all man- power, equipment, consumables, materials at 8 (Eight) locations( i e Hazira ( Surat), Jaghadia ( Ankleshwar) and IP_02 Staion Vagodia (Vadodara), and 5 SV Station in between pipeline from Hazira to Jagadia and Vagodia ) as per the relevant specifications, other provisions of Contract document and instructions of Owner / Consultant. Deputing Manpower in all the 8 Location simultaneously during the Venting & Pigging Process shall be in Contractor\"s Scope.Size in Inch (mm) - 36\" DiaWall Thickness in (mm) - 22.2Line Pipe Grade - API 5L X 60 |
| 35 | PIGGING OF 36\" DIA PIPELINEPIGGING OF 36\" DIA PIPELINEPigging 36\" Dia pipeline in two section (Hazira to Jagadia - 82 Km app and Jaghadia to IP-02 Station Vagodia - 80 KM App.) including Supply of two high Density Pig (HD Pigs) and followed by compressed air free from oil and moisture. Mobilization/demobilization of required pigs with non-sparking tools and tackles, consumables, accessories and personnel by contractor at work site. It includes Carrying out all temporary, ancillary, auxiliary works and all incidental works required for pigging of pipeline. It includes supply of material, equipment, manpower, etc including but not limited as per specification and other contract provision for Bidding. Mobilization of adequate nos of 1200 SCMH compressor for each location. (Hazira and Jhagadia.)for Pigging.Compressor air should be used to get the LEL as per requirement of Owner beforeDismentling and replacement of existing 36\" Dia valves, one pipe spool piece and assiciatedfacilities etc. as per specifications.Size in Inch (mm) - 36\" DiaWall Thickness in (mm) - 22.2Line Pipe Grade - API 5L X 60 |
| 36 | FABRICATION,ERECTION,INSTALATION,TESTINGPIPING (ABOVE GROUND / UNDER GROUND): FABRICATION, ERECTION,INSTALLATION AND TESTING OF PIPING SYSTEMReceiving of all Owner supplied materials from Owner\"s designated place(s) of issue place at HAZIRA, transportation including loading, unloading, handling from Owner\"s designated place(s) of issue at HAZIRA to Contractor\"s own stock yard(s)/ worksite(s) /work shop(s) including arranging all necessary storage area(s) thereof, as required; supply of all materials, equipment, consumables as defined in Scope of work, specifications, drawings, other provisions of Contract and instructions of Owner / Consultant. Arrangement of all land required for Contractor\"s storage, fabrication, access for construction (other than Owner provided space within work site of station); supply of all materials (except Owner supplied materials), consumables, equipment, labour, etc. Carrying out repairs of pipe and coating defects not attributable to Owner (i.e. defects occurring after \"taking over\" of pipes, Valves and other free issue material from Owner); Thorough internal cleaning of all pipes, valves etc by suitable methods to remove debris, shots, grits etc. to the satisfaction of Owner / Consultant. Supply of nitrogen (Which will be paid on actual consumption) to get the LEL as per requirement of Owner before Dismantling and replacement of existing 36\" Dia valves, one pipe spool piece and associated facilities etc. as per specifications. Cutting by using high speed automatic cold cutting machine and automatic bevelling for dismantling of existing 36\" Dia valves, one pipe spool piece and associated facilities etc. asper specifications, drawings, other provisions of Contract and instructions of Owner / Consultant. Removal of existing Pup-piece of 36## Ball Valve (make Valve Italia) by cold cutting method. Dismantling of existing 36\" Dia valves, one pipe spool piece and associated facilities etc. as per specifications, drawings, other provisions of Contract and instructions of Owner / Consultant. Temporary supports as required during Dismantling and replacement of existing 36\" Dia valves, one pipe spool piece and associated facilities etc. as per specifications, drawings, other provisions of Contract and instructions of Owner / Consultant. Above ground/buried piping fabrication works including cutting, edge preparation (inclusive of grinding the edges of pipes, fittings flanges etc. to match with the matching edges of uneven/ different thickness wherever required), fit up, pre-heating wherever required, welding, threadingetc. erection of pipes, valves and Actuators of all types and thickness over PIPE SUPPORT at all elevations; hook-up to all sizes, fittings, flanges, blind flanges, spectacle blinds, Field clod bend, elbows, reducers, tees, \"o\" lets, tappings for Actuators, as applicable , vents and drains required for process and hydrotesting purposes etc. including Pre fabrication / Fabrication, Alignment and fit up, bending, cutting and bevelling (as required) of pipes for welding andfield adjustments, NDT of re- bevelled area, welding, field cold bending, carrying out destructive/ non- destructive testing of welds as required Radiography, Ultrasonic testing , magnetic particle/ liquid penetration etc. as required and providing all requisite equipment, labour, supervision, materials, films, consumables, all facilities and personnel to process, develop, examine and interpret radiographs and other tests, as required; Carrying out repairs of weld joints found defective by Owner / Consultant, carrying out re-radiography and other non- destructive tests as required on repaired joints, etc. Carrying out of cleaning and flushing by water/compressed air, carrying out hydrostatic test including water filling, pressurization of complete piping spool / Valves assembly as required, pneumatic test , valve functional test as per approved by Owner / Consultant to the specified test pressure and any other type of testing as specified, de-pressurising, card board blasting, dewatering, drying by compressed air; cutting/ rebevelling (as required), etc, providing all equipment, pumps, fittings, instruments, dead weight tester, all types of services, supervision, labour, consumables, water including air, etc. as required, locating of leaks and rectification of defects attributable to Contractor, re- testing after rectification, successful completion of hydrotesting of piping spool and valves assembly including De pressurizing and De-watering. All hook up (s) / tie-in (s), including the hook up (s) / tie-in(s) with the existing pipeline / piping including cutting of existing pipeline / piping with using of cold cutting machine and bevelling by cold cutting machine. Fixing of all types of gaskets, bolts, studs and nuts of all sizes; hook up with existing piping/pipeline installed by others as per drawings wherever required; cleaning and flushing by water/compressed air, carrying out hydrostatic test, pneumatic test, Excavation in all types of soils (including soft), depth and width including Chiselling or otherwise cutting etc.; providing trench padding as required with sand/ graded earth to accommodate for the replacement of spool piece as specified in scope document and as per the relevant standards, specifications, etc. s per approval by Owner / Consultant; Carrying out Replacement of pipe spool piece with Heat Shrinkable Sleeve / Coating of all field weld joints, hydrotesting and wherever required, Installation of pipe spool piece in trench including providing sand bag separators for parallel pipelines at the specified spacing, if required (when applicable), providing required padding over, around and above of 300 mm of piping spool piece with sand/material approved by Owner / Consultant, backfilling with available soils for spool piece, approved excavated material and/or other suitable soil approved by Owner / Consultant. Manufacturing of field cold bend from free issue line pipe (bare/ Coated) as per requirement for replacement of pipe spool piece is in scope of contractor. Carrying out all temporary, ancillary, auxiliary works and all incidental works required during the execution of valve and spool piece replacement work and to make the system ready for pre-commissioning and commissioning etc. Repair of defects recorded during execution or otherwise including cutting, bevelling, welding, radiography, field joint coating etc; as applicable, Final clean-up and restoration of work space / site. Pre-commissioning and providing commissioning assistance to Owner for process piping as required; clean up-and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus Free Issue Material / Dismantled Material to Owner\"s designated places; completing all works in all respects as per the AFC drawings, specifications, standards, and other provisions of Contract and instruction of OWNER / Consultant. Disposal of debris and returning of all surplus/ Dismantled material to designated disposal areas/storage yard, as directed by Owner / Consultant; Restoration of land, facilities and other associated facilities dismantled/damaged by the Contractor during construction; Obtaining work permits/ NOC from Owner having jurisdiction as require, before start of any work within station during execution of the work, and complying with all stipulation/ conditions/ recommendation of the said authorities; Preparation of as-built drawings and other records. SOR shall be read in conjunction with scope of work, job specific requirements, specifications, standards, drawings and other provision of contract document. Development & Maintenance of Contractor Storage Yard adequate to store the Free issue materials/ Dismantling Material including arrangement of all Lifting & Handling equipment at Contractor\"s Storage Yard shall be done by the Contractor. Rate for the same shall be quoted in applicable line items. Providing end cap of suitable material to avoid the ingress of foreign material or moisture content in existing pipeline Handing over of all removal materials during replacement work to Owner from work site to Owner\"s designated place(s) including transportation, loading, unloading, handling from site to Owner\"s designated place(s) including arranging all necessary intermediate storage area(s) thereof, as required as defined in Scope of work, specifications, drawings, other provisions of Contract and instructions of Owner / Consultant. It includes supply of all man- power, equipment, consumables, materials at 3 (Three) locations (i e Hazira (Surat), Jaghadia (Ankleshwar) and IP_02 Station Vagodia (Vadodara) as per the relevant specifications, other provisions of Contract document and instructions of Owner / Consultant.Arranging heavy duty crane (350 MT Super Critical with counter weight) to ensure the lifting of Approx. 20 Ton of valve assembly to erect/install at 40 Meter distance from crane for all locations. E.1 Dismantling of existing 36\" Dia (aboveground) Valves and Associated facilities and platforms etc. as per specifications, standards, drawings and other provision of contract document. Note: For Dismantling & Re-installation of Platform and Cross-overs shall be paid separately as per line item no.:K.5.12. Size in Inch (mm) - 36\" Dia Wall Thickness in (mm) - 22.2Line Pipe Grade - API 5L X 60 |
| 37 | FABRICATION,ERECTION,INSTALATION,TESTINGPIPING (ABOVE GROUND / UNDER GROUND): FABRICATION, ERECTION, INSTALLATION AND TESTING OF PIPING SYSTEM E.2 Installation of new 36\" Dia (aboveground) Valves and facilities in place of existing facilities as per specifications, standards, drawings and other provision of contract document.Size in Inch (mm) - 36\" DiaWall Thickness in (mm) - 22.2Line Pipe Grade - API 5L X 60 |
| 38 | FABRICATION,ERECTION,INSTALATION,TESTINGPIPING (ABOVE GROUND / UNDER GROUND): FABRICATION, ERECTION,INSTALLATION AND TESTING OF PIPING SYSTEME.3 Replacement (Dismantling and installation) of existing 36\" Dia (aboveground) spool piece of 22 Meters approximately or as required and Associated facilities at Hazira Compressor Station as per specifications, standards, drawings and other provision of contract document. As the said spool is upstream of 36\" IJ, necessary precaution shall be taken during dismantling process to avoid the damage of IJ. Any damage occurred in IJ shall be rectified/replaced bycontractor without any cost implication.Note - Existing cold bend shall be replaced with cold or hot induction bend which is incontractor scope. Line pipe required for Cold/Hot bend including Pipe required for testing willbe provided by Owner as Free issue material.Size in Inch (mm) - 36\" DiaWall Thickness in (mm) - 22.2Lengths in meters (Approximate) - 22.5Line Pipe Grade - API 5L X 60 |
| 39 | FABRICATION,ERECTION,INSTALATION,TESTINGPIPING (ABOVE GROUND / UNDER GROUND): FABRICATION, ERECTION,INSTALLATION AND TESTING OF PIPING SYSTEME.4 Installation of new 36\" Dia WNRF Flange with Spectacle Blind-Flange Assembly at four locations as per specifications, standards, drawings and other provision of contract document. Size in Inch (mm) - 36\" DiaRating /Schedule / Wall Thickness in (mm) - 600 #/Sch 80, Series-AMaterials Specification / Grade - ASTM A 694 Gr.F65 / ASTM A 105, MSSP 44 |
| 40 | FABRICATION,ERECTION,INSTALATION,TESTINGPIPING (ABOVE GROUND / UNDER GROUND): FABRICATION, ERECTION, INSTALLATION AND TESTING OF PIPING SYSTEME.5 Hydrotesting and pneumatic testing of NEW 36\" Dia ( VALVE ITALLY ) valves with / without associated 2\"/ 3/4\" piping facilities as required as per specifications, standards, drawings and other provision of contract document. |
| 41 | FABRICATION,ERECTION,INSTALATION,TESTINGPIPING (ABOVE GROUND / UNDER GROUND): FABRICATION, ERECTION, INSTALLATION AND TESTING OF PIPING SYSTEME.6 Dismantling, shifting and re installation of existing pig trap / barrel and pig handling system as required and Associated facilities at Hazira Compressor Station as per specifications, standards, drawings and other provision of contract document. Size in Inch - 36\" Dia Item Descriptions - Existing Pig Trap / Barral and Pig Handling system Location - HaziraNotes:-1. Replacement (Removal and Installation) of all type of valves included in above line items rate. No separate rates shall be paid for such items.2. 36\" Dia valves with or without actuators.3. Performance of radiographic inspection of piping/pipeline of all types, sizes, thicknessincluding providing or hiring of all necessary equipment, supply of all consumables includingradiographic films and whatever else even though not expressly mentioned but required toperform the work as per specification and instructions of Owner / Consultant is included inabove line items rate. No separate rates shall be paid for such items.4. Deleted.5. Bidder should also include the cost of supply & application of rust prevent material i.emoly coat on studs and bolts. |
| 42 | SUPPLY OF NITROGENSUPPLY OF NITROGENF.1 Supply of Nitrogen including Mobilization/demobilization of Nitrogen tanker with evaporators and pump, Purging arrangement with non-sparking tools and tackles, consumables, accessories and personnel by contractor at various locations (i.e. DT, RT, SVs, IPs) along thepipeline of HVJ from Hazira to Vaghodia.Note:1. Contract will be compensated based on actual supply / consumption of nitrogen for theabove work of SOR line item No.: F.1 and F.22. Nitrogen used for any activities in project will be paid as per above mentioned SOR lineitem |
| 43 | SUPPLY OF NITROGENSUPPLY OF NITROGENF.2 Supply of Nitrogen IN CYLINDER Purging arrangement with non-sparking tools and tackles, consumables, accessories and personnel by contractor at various locations ( i.e. DT, RT, SVs, IPs) along the pipeline of HVJ from Hazira to Vaghodia.Note:1. Contract will be compensated based on actual supply / consumption of nitrogen for theabove work of SOR line item No.: F.1 and F.22. Nitrogen used for any activities in project will be paid as per above mentioned SOR lineitem |
| 44 | RETRO FITTING OF ACTUATOR ON VALVESRETRO FITTING OF ACTUATOR ON 36\" Dia VALVES.G.1 Installation/ Retro Fitting of Actuator on 36\" Dia Valves (before replacement of Existing Valve /Installation of new valves ) as per Actuator Supplier/ Vendor Instructions, specifications, standards, drawings and other provision of contract document. In case of retrofitting,Contractor to dismantle the Actuator from retrieved valve and install the same on new valve. |
| 45 | PIPE SUPPORTSPIPE SUPPORTSSupply, fabrication and erection of pipe/ equipment supports (for all sizes/ thickness) including shoes, Guide, T-posts, Safety & Caution Board for Station for all types of guides, anchors, special supports etc. if applicable, all necessary equipment, consumables, labour etc. for completing all works including supply of Studs, bolts, nuts, washers, U-clamps, wooden blocks etc. as required for supporting. Supply and application of Paints and primers suitable for highly corrosive/ normal corrosive painting environment including identification, lettering/ numbering, colour coding as defined in contract document and as per standard specification for Shop and Field painting, No. P.018671 G 10777 M015, Drawings, Specification, Standards, other provisions of Contract and instructionof Owner / Consultant. H.1 CS Structural SteelNote: Welds, bolts, nuts, washers etc. shall not be measured. Rates for structural steel workshall be deemed to include the same |
| 46 | PAINTING - 36\"DIAPAINTINGSupply of paints, solvents and primers, preparation of surfaces and application of primer and finish paints suitable for highly corrosive/corrosive/ normal corrosive painting environment as defined in contract document and on pipes as per standard specification for field and shop painting No. P.018671 G 10777 M015, identification, lettering/ numbering, colour coding etc. as specified including rub down and touch up of shop primer or scrapping of shop primerwherever required and providing of surface preparation up to SA 2 1/2, scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Specification, Drawings, Standards and instruction of OWNER / Consultant.I.1 HIGHLY CORROSIVE PAINTING ENVIRONMENT AT HAZIRAI.1.1 Painting of all above ground piping including all fittings, valves, flanges etc. includingcolour bands and line marking / stenciling with Surface preparation |
| 47 | PAINTING - 10\" DIAPAINTINGSupply of paints, solvents and primers, preparation of surfaces and application of primer and finish paints suitable for highly corrosive/corrosive/ normal corrosive painting environment as defined in contract document and on pipes as per standard specification for field and shop painting No. P.018671 G 10777 M015, identification, lettering/ numbering, colour coding etc. as specified including rub down and touch up of shop primer or scrapping of shop primerwherever required and providing of surface preparation up to SA 2 1/2, scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Specification, Drawings, Standards and instruction of OWNER / Consultant.I.1 HIGHLY CORROSIVE PAINTING ENVIRONMENT AT HAZIRAI.1.1 Painting of all above ground piping including all fittings, valves, flanges etc. includingcolour bands and line marking / stenciling with Surface preparationI.1.1.2 10\" Dia |
| 48 | PAINTING - 2\" & BELOWPAINTINGSupply of paints, solvents and primers, preparation of surfaces and application of primer and finish paints suitable for highly corrosive/corrosive/ normal corrosive painting environment as defined in contract document and on pipes as per standard specification for field and shop painting No. P.018671 G 10777 M015, identification, lettering/ numbering, colour coding etc. as specified including rub down and touch up of shop primer or scrapping of shop primerwherever required and providing of surface preparation up to SA 2 1/2, scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Specification, Drawings, Standards and instruction of OWNER / Consultant.I.1 HIGHLY CORROSIVE PAINTING ENVIRONMENT AT HAZIRAI.1.1 Painting of all above ground piping including all fittings, valves, flanges etc. includingcolour bands and line marking / stenciling with Surface preparation.I.1.1.3 2-INCH & BELOW |
| 49 | PAINTING - 36\"DIAPAINTINGSupply of paints, solvents and primers, preparation of surfaces and application of primer and finish paints suitable for highly corrosive/corrosive/ normal corrosive painting environment as defined in contract document and on pipes as per standard specification for field and shop painting No. P.018671 G 10777 M015, identification, lettering/ numbering, colour coding etc. as specified including rub down and touch up of shop primer or scrapping of shop primerwherever required and providing of surface preparation up to SA 2 1/2, scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Specification, Drawings, Standards and instruction of OWNER / Consultant.I.2 NORMAL CORROSIVE PAINTING ENVIRONMENT AT JHAGADIA AND VAGHODIAI.2.1 Painting of all above ground piping including all fittings, valves, flanges etc. includingcolour bands and line marking / stenciling with Surface preparation. |
| 50 | PAINTING - 2\" & BELOWPAINTINGSupply of paints, solvents and primers, preparation of surfaces and application of primer and finish paints suitable for highly corrosive/corrosive/ normal corrosive painting environment as defined in contract document and on pipes as per standard specification for field and shop painting No. P.018671 G 10777 M015, identification, lettering/ numbering, colour coding etc. as specified including rub down and touch up of shop primer or scrapping of shop primerwherever required and providing of surface preparation up to SA 2 1/2, scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Specification, Drawings, Standards and instruction of OWNER / Consultant.I.2 NORMAL CORROSIVE PAINTING ENVIRONMENT AT JHAGADIA AND VAGHODIAI.2.1 Painting of all above ground piping including all fittings, valves, flanges etc. includingcolour bands and line marking / stenciling with Surface preparation.Page 16 of 27I.2.1.2 2 INCH & BELOW |
| 51 | PAINTING - 36\"DIAPAINTINGSupply of paints, solvents and primers, preparation of surfaces and application of primer and finish paints suitable for highly corrosive/corrosive/ normal corrosive painting environment as defined in contract document and on pipes as per standard specification for field and shop painting No. P.018671 G 10777 M015, identification, lettering/ numbering, colour coding etc. as specified including rub down and touch up of shop primer or scrapping of shop primerwherever required and providing of surface preparation up to SA 2 1/2, scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Specification, Drawings, Standards and instruction of OWNER / Consultant.I.3 NORMAL / HIGHLY CORROSIVE PAINTING ENVIRONMENTI.3.1 Painting of all Under-ground piping including all fittings, valves, flanges etc. includingcolour bands and line marking / stenciling with Surface preparation by PU coating / R95 /Cold Tap.I.3.1.1 36 INCH DIA- FOR PU COATING/R95/COLD TAP |
| 52 | DRYING,PRE-COMMISSIONING & COMMISSIONINGDRYING, PRE-COMMISSIONING AND COMMISSIONING ASSISTANCEDrying, Pre-commissioning activities and pre-commissioning checks to the specified acceptance criteria, making the entire pipeline system ready forommissioning, providing assistance during the complete duration of Drying, Pre Commissioning and commissioning operations including supply of all equipment, man- power, consumables (including pigs, commissioning and valve operations) materials for carrying out all temporary, ancillary, auxiliary works, all incidental works required and .Performing all associated works, during the execution of work and to make the system ready for Drying, pre-commissioning and commissioning etc complete as per the relevant specifications, other provisions of Contract document and instructions of Owner / Consultant.Pre-commissioning and providing commissioning assistance to Owner for process piping as required; clean up-and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus Free Issue Material / Dismantled Material to Owner\"s designated places; completing all works in all respects as per the AFC drawings, specifications, standards, and other provisions of Contract and instruction of OWNER / Consultant. \"Overall commissioning including system checks, inertisation and charging of entire pipeline system including stations and all associated facilities including but not limited to the following: Notifying the Owner that the pipeline system is ready for commissioning; Review of status jointly with the Company and obtaining final clearance for start of commissioning; Development and submission of commissioning procedures including detailed calculations for lengths, obtaining Owner approval,\" Carrying out overall commissioning of the total pipeline system including all facilities and all necessary co-ordination/ liaison with other Contractor(s) / OEM / Owner Project and O & M team / Consultant; Carrying out commissioning along with all piping and instruments, temporary venting/ flaring facilities, man- power, consumables including pigs and required quantity of Nitrogen; Performing all associated works, complete as per applicable specification, other Provisions of Contract document and instructions of Owner / Consultant.J.1 DRYING OF PIPELINEJ.1.1 Size in Inch - 36\" DiaWall Thickness in mm - All Wall ThicknessMaterials Specification / Grade - API 5L X 60/70 |
| 53 | DRYING,PRE-COMMISSIONING & COMMISSIONINGDRYING, PRE-COMMISSIONING AND COMMISSIONING ASSISTANCEJ.2 PRECOMMISSING / PRECOMMISSING CHECKSJ.2.1 Size in Inch - 36\" DiaWall Thickness in mm - All Wall ThicknessMaterials Specification / Grade - API 5L X 60/70 |
| 54 | DRYING,PRE-COMMISSIONING & COMMISSIONINGDRYING, PRE-COMMISSIONING AND COMMISSIONING ASSISTANCEJ.3 COMMISSIONING ASSISTANCE AND OVERALL COMMISSIONING OF ENTIREPIPELINE SYSTEMJ.3.1 Size in Inch - 36\" DiaWall Thickness in mm - All Wall ThicknessMaterials Specification / Grade - API 5L X 60/70 |
| 55 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.1 EARTHWORK EXCAVATION IN SOIL (REFER GTS NO. Z/02/0006) K.1.1 Earth work in EXCAVATION below ground level for all kinds of works in ALLTYPES 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. |
| 56 | CIVIL AND STRUCTURAL WORK CIVIL AND STRUCTURAL WORKK.1 EARTHWORK EXCAVATION IN SOIL (REFER GTS NO. Z/02/0006)K.1.2 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 inspecification 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. |
| 57 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.2 BACKFILLING AFTER EXECUTION OF WORK (REFER GTS NO. Z/02/0006) K.2.1 BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps ,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 95% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. |
| 58 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.3 TRANSPORTING & DISPOSING THE SURPLUS EARTH AND DEBRISK.3.1 Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction areas to areas ANYWHERE OUTSIDE 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). 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. |
| 59 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.4 EARTH WORK IN FILLING (REFER GTS NO. Z/02/0006) K.4.1 EARTHWORK IN FILLING by excavating the earth from BORROW AREAS arranged by CONTRACTOR for material available at any 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 95% of the maximum laboratory dry density, ressing, trimming, levelling the top surface etc. in Plot filling, Filling under Approach road, etc. |
| 60 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)K.5.1 PLAIN CEMENT CONCRETE # PCCK.5.1.1 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. |
| 61 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)K.5.2 RCC WORKS FOR PIPE SUPPORTK.5.2.1 Providing and laying REINFORCED CEMENT CONCRETE OF M-25 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUBSTRUCTURE & SUPERSTRUCTURE UPTO AND INCLUSIVE OF 1.5 M ABOVE PLINTH LEVEL / F.G.L / N.G.L INCLUDING CENTERING & SHUTTERING ) e.g. foundations, raft, beams, pedestals, pipe sleepers, pipe support (in all respect), columns, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), chamfering, etc., wherever required, vibrating,tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT) 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. |
| 62 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)K.5.3 HYSD BARS (SPEC. NO. P.018671 D 11017 001& Z/02/0004)K.5.3.1 Supplying and placing in position HIGH YIELD STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D TMT conforming to IS:1786, for RCC work (excluding control room building & Guard room & boundary wall superstructure ) 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, fan hooks etc. for all heights and depths etc. all complete as directed.SUPPLY OF ALL MATERIAL IN CONTRACTOR\"S SCOPE. |
| 63 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)K.5.4 CONCRETE PAVEMENTS (SPEC. NO. Z/02/0004)K.5.4.1 Providing and laying Reinforced Cement Concrete with 20mm and down size graded crushed stone aggregates in flooring, pavements, roads etc. including leaving pockets, if necessary, making recess/drains, laying in alternate panels, etc. for all depths including shuttering, tamping, curing, etc. as specified in any shape, thickness, position and finishing the top surface smooth etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. For RCC of M-25 grade concrete (all materials including cement but excluding cost of providing & fixing reinforcement). Providing 20mm wide Expansion Joints in pavement slabs as per general technical specification including cleaning the joints of all loose material, filling with 20mm thick impregnated fibre boards for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved Joint Sealing Compound as per IS:1834 Type-B etc. Sealing joint around pedestal and column etc. 20mm wide x 150 mm deep including filling with 20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved joint sealing compound as per IS:1834 Type-B. All complete as per drawings, specifications and directions of Engineer-in-Charge. |
| 64 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)Page 20 of 27K.5.5 MS METAL INSERTSK.5.5.1 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 TE Specification all complete for all depths and heights as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR\"S SCOPE). |
| 65 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)K.5.6 MS GRATINGK.5.6.1 Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to TE STANDARD (in walkways, platforms, stair treads 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). |
| 66 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)K.5.7 HAND RAILING 1000mmK.5.7.1 Supplying, fabricating and fixing in position at all locations 1000mm high INCLINED & HORIZONTAL HAND RAILING (for staircases/platform/crossover ) consisting of top rail, mid rail and vertical posts (as per drawing) 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 TE SPEC. 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).\ |
| 67 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)K.5.8 SAND FILLINGPage 21 of 27K.5.8.1 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 . |
| 68 | CIVIL & STRUCTURAL WORK-PER BAG OF 25KGCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)K.5.9 GROUTING WITH NON-SHRINKABLE COMPOUNDK.5.9.1 Providing and laying manually or by pumping at all positions a ready mix non-shrink cementitious grout of compressive strength specified below for specified works e.g. pipe support, base grouting of rotating equipment and other installation complete in all respects as per scope of work, detailed construction drawings , technical specifications and directions of the Engineer-In-Charge.K.5.9.1.1 Having compressive strength of 30 N/mm2 |
| 69 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)K.5.10 RUBBLE SOLINGK.5.10.1 Supply & laying rubble soling OF 230 mm thick as per Specifications and of approved quality, lay rubble packing with interstices filled with approved murrum or stone dust, or sand watered and rolled to compaction in line, level, gradient, etc. complete including cost of stones, all royalties & taxes,ransportation to site with all leads Finished dimensions shall be measured. (Wherever required), using random stone including filling the voids with 80mm trap metal and sand / grit ramming properly, watering etc. complete as per specifications, drawings and directed by Engineer-in-charge |
| 70 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)K.5.11 DEMOLISHING AND DISMANTLING (SPEC. NO. Z/02/0022)K.5.11.1 RCCK.5.11.1.1 Demolishing RCC WORK (taking all necessary safety precautions) for all depths 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 within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items). |
| 71 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)K.5.11 DEMOLISHING AND DISMANTLING (SPEC. NO. Z/02/0022)K.5.11.2 PCCK.5.11.2.1 Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths including supply of all tools & tackles, necessaryscaffolding, propping, underpinning etc. disposal of 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) |
| 72 | CIVIL AND STRUCTURAL WORKCIVIL AND STRUCTURAL WORKK.5 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. (Refer DOC. NO. P.018671 D 11017 001 & Z/02/0004)K.5.12 Dismantling & Re-installationK.5.12.1 Dismantling & Re-installation of Platform & cross-over as mentioned elsewhere in the bid including all required RCC, PCC works during re-installation. (Excluding supply, erection, installation, and painting of new required structural steel). |
| 73 | ELECTRICAL ITEMElectrical itemsL.1 Supply & Installation of \" Hot -Dip GI Perforated Cable TrayL.1.1 Hot -Dip GI Perforated Cable tray (50 mm wide x 3.0 mm thickness.) |
| 74 | ELECTRICAL ITEMElectrical itemsL.1 Supply & Installation of \" Hot -Dip GI Perforated Cable TrayL.1.2 Hot -Dip GI Perforated Cable tray ( 100 mm wide x 3.0 mm thk.) |
| 75 | LEAKS/BURSTS(ATTRIBUTABLE TO OWNER)LEAKS/BURSTS (ATTRIBUTABLE TO OWNER)M.1 LEAKS/ BURSTS (ATTRIBUTABLE TO OWNER FOR TERMINAL PIPING FREEISSUED MATERIALS)All works for leak/burst (occurring during hydrostatic testing) including necessary repair/replacement of defective pipe length or any other items supplied by Owner including cutting and removing out defective, welding, NDT of welds, repair and re-testing of defective welds, painting of welded joints, clean-up, re-hydro testing of the pipe segment including providing all necessary equipments, labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, specifications enclosed with the Contract and directions of Owner / Consultant.M.1.1 Size in Inch - 36\" DiaWall Thickness in mm - All Wall ThicknessMaterials Specification / Grade - API 5L X 60/70/CSNote: This rate shall be applicable for manufacturing defects in Owner supplied materials only. |
| 76 | DEFECT REPAIR IN PIPE COATINGREPAIR OF DEFECTS IN PIPE COATING (ATTRIBUTABLE TO OWNER)N.1 Repair of line Pipe Coating.N.1.1 Supply of all coating repair materials as per the requirements of the relevant specifications, supply of all consumables, utilities, equipment, and all manpower required, pipe cleaning and surface preparation, repairing of coating defects (resulting in holiday in coating) and testing including all handling, transportation, etc. for line pipes, performing all works necessary for the completion of the works strictly in accordance with the relevant specifications and instructions of OWNER, recorded at the time of taking-over by CONTRACTOR at all places of work. N.1.1.1 Repair of Holidays in Coating Note: 1.Rates for repairing of defects in line pipe identified and recorded at the time of receiving & taking over i.e. defects attributable to Owner shall be paid.2. Bidder should refer attached ANNEXURE # III: CRITERIA FOR REPAIR OF LINE PIPECOATING AT OWNER#S STORAGE along with OVERALL SCOPE OF WORK (DocumentNo.: P.018671 G 10739 M001) |
| 77 | DEFECT REPAIR IN PIPE COATINGREPAIR OF DEFECTS IN PIPE COATING (ATTRIBUTABLE TO OWNER)N.1 Repair of line Pipe Coating.N.1.1 Supply of all coating repair materials as per the requirements of the relevant specifications, supply of all consumables, utilities, equipment, and all manpower required, pipe cleaning and surface preparation, repairing of coating defects (resulting in holiday in coating) and testing including all handling, transportation, etc. for line pipes, performing all works necessary for the completion of the works strictly in accordance with the relevant specificationsand instructions of OWNER, recorded at the time of taking-over by CONTRACTOR at all places of work.N.1.1.2 Repair of Cosmetic Defects in Coating:Description of same as in #M.1.1.# above, but for repair of cosmetic defects in coating.Note: 1.Rates for repairing of defects in line pipe identified and recorded at the time ofreceiving & taking over i.e. defects attributable to Owner shall be paid.2. Bidder should refer attached ANNEXURE # III: CRITERIA FOR REPAIR OF LINE PIPECOATING AT OWNER#S STORAGE along with OVERALL SCOPE OF WORK (DocumentNo.: P.018671 G 10739 M001) |
| 78 | DEFECT REPAIR IN PIPE COATINGREPAIR OF DEFECTS IN PIPE COATING (ATTRIBUTABLE TO OWNER)N.2 Repair of Defects in Line pipeN.2.1 Repair of OWNER supplied pipes of all wall thicknesses, recorded at the time of taking-over by CONTRACTOR at all places of work N.2.1.1 Cutting and rebevelling Note: Rates for repairing of defects in line pipe identified and recorded at the time ofreceiving & taking over i.e. defects attributable to Owner shall be paid. |
| 79 | DEFECT REPAIR IN PIPE COATINGREPAIR OF DEFECTS IN PIPE COATING (ATTRIBUTABLE TO OWNER)N.2 Repair of Defects in Line pipeN.2.1 Repair of OWNER supplied pipes of all wall thicknesses, recorded at the time of taking-over by CONTRACTOR at all places of work N.2.1.2 Jack out method Note: Rates for repairing of defects in line pipe identified and recorded at the time of receiving & taking over i.e. defects attributable to Owner shall be paid. |
| 80 | PRESSURE GAUGEPRESSURE GAUGEO.1 Supply, erection, installation, testing and commissioning of pressure gauge as per Data sheet No.: P.018671 G 10787 I001, QAP NO.; 018671 G 10790 I001 as per specifications, standards, drawing no.: P.018671 G 20778 I001 and other provision of contract document. |
AI Tender Summary
Tender Timeline
Aug 09, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 11, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 18, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 18, 2022
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 18, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 19, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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