Tender For Laying And Construction Of Steel Gas Pipeline And Terminals Along With Associated Facilities For Vijaipur - Bina Pipeline (Vbpl) Project
Tender Value
Ref. Documents
Estimated cost
Bid Submission
21 Aug 2026
19 days left
EMD
1.02 Crore
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Laying And Construction Of Steel Gas Pipeline And Terminals Along With Associated Facilities For Vijaipur - Bina Pipeline (Vbpl) Project
BOQ
| Sl. No. | Item Description |
| 1 | SECTION-A (MAIN LINE WORKS) |
| 2 | PIPELINE LAYING / INSTALLATION |
| 3 | Laying/ installation of coated line pipe, associated fittings and accessories, etc. as per specifications, drawings, other provisions of Contract and instructions of Engineer-in-Charge of the sizes mentioned herein, including but not limited to carrying out the following : |
| 4 | \\"Receiving and taking-over\\", handling, loading (except for cases, where loading of bare/coated line pipe is arranged by owner), transportation and unloading of Owner supplied externally corrosion coated and bare line pipes and other Owner supplied materials from Owner designated place(s) of issue/ dump site(s) to Contractor's own stock-yard(s)/ workshop(s)/ work-site(s) including stringing on the pipeline Right-of-Use (ROU)/ Right of way (ROW); Arrangement of all additional land required for Contractor's storage, fabrication, access for construction (other than Owner provided ROU/ROW); supply of all materials (except Owner supplied materials), consumables, equipment, labour, etc. and other incidental works;carrying out all temporary, ancillary, auxiliary works required to make the pipeline ready for pre-commissioning as per drawings, specifications, scope of work indicated in SCC and other provisions of Contract document and instructions of Engineer-in-charge, including but not limited to carrying out the following works : |
| 5 | Staking and installation of temporary construction markers, clearing, grubbing & grading (as required) of Right of Use/ Right of Way; |
| 6 | Counting the number and type of trees cut in presence of DFO/concerned authorities and keeping record thereof; shifting of all obstruction within the ROU / pipeline route alignment viz. electrical line / pole, telephone line (poles), foreign pipeline; coordination with concerned authorities. |
| 7 | Trenching to all depths and to a width to accommodate the pipeline and/or optical fiber cable/cable duct/ conduit during lowering (HDPE duct for OFC will be laid on both side of carrier pipeline) & backfilling as specified in scope document and as per the relevant standards, specifications, etc. by excavation in all types of soils (including soft/hard rock), including chiseling or otherwise cutting etc.; providing depth of padding in trench bed & above and around the pipeline, HDPE duct and OFC as required with sand / graded earth approved by Engineer-in Charge; |
| 8 | Trenching in rocky terrain by use of rock hammer/ Rock breaking tool or any other suitable and approved method, including chemical cracking and controlled blasting (if required) with due approval of EIC. |
| 9 | Survey of the detours, if required at the time of construction including marking the same in topographical sheet, preparation of AFC drawings showing survey detail and submitting same to Owner to review. |
| 10 | Carrying out repairs of pipe defects/ replacement in case of irreparable defects and repairs of defects of pipe coating not attributable to Owner including defects/ damages occurring during transportation/ handling after taking over from Owner by Contractor including management of their own dump site, if required. |
| 11 | Thorough internal cleaning of all pipes by suitable methods to remove debris, shots, grits etc. to the satisfaction of Engineer-in- Charge; |
| 12 | Stringing of line pipes along ROU/ROW including providing straw and sand. |
| 13 | Aligning, bending, cutting and beveling (as required) of pipes for welding and field adjustments, NDT of rebevelled area, welding, carrying out non-destructive testing (100%) by computed radiography ( CR) of welds as required and providing all requisite equipment, labor, supervision, materials, films, consumables, all facilities and personnel to process, develop, examine and interpretation radiographs and other tests as required; carrying out repairs of weld joints found defective by Engineer-In- Charge, carrying out re-radiography by CR and other nondestructive tests such as ultrasonic test etc. as required on repaired joints, etc. as mentioned in SCC & Particular Jobs Specification. |
| 14 | Installation of carrier pipe including concrete coated pipes (wherever required) at all crossings including roads/ cartrack / pathway / drain / canals/ nala/ marshy lands/ ponds/ other water crossings etc. (except at crossings by HDD method, Cased crossings, Crossings by machine moling and by open cut conventional method that are specifically covered separately elsewhere in the SOR) by open cut after prehydrotest of the section, if required, including re-storation of the banks to original conditions (in case of waterbody crossings) duly accepted by Competent Authority as defined as per specification. |
| 15 | Supply of coating materials for all field joints, Long Radius Bends, Burried Fittings, Valves, etc. including heat shrinkable sleeves and high build liquid epoxy etc. as per specifications compatible with 3-Layer PE Coating as per tender specifications with prior approval of Engineer-in-charge. |
| 16 | Coating of all field weld joints, long radius bends, buried fittings, valves etc.; |
| 17 | Training and diversions of streams in steep slope areas, wherever required. |
| 18 | Crossing all the foreign pipeline / HT line / Power lines/ cable / any other utilities etc. with necessary concrete / PVC protection including coordination with all agencies. |
| 19 | For seismic area - the trenching and backfilling shall be carried out as per specification and drawing no. MEC/05/28/E/0079/M/SD/0001 - Trench dimensions and cohesion less select backfill for pipeline in seismic zone (excluding backfilling with selected soil for seismic area covered separately). |
| 20 | Lowering the pipelines in trench as per specification and standard drawing including providing sand bag separators for parallel pipelines at the specified spacing (when applicable), providing padding around pipe as per specifications/codes/guidleines with sand/graded material approved by Engineer-In-Charge, over and around the pipeline, OFC & HDPE Duct, in rocky areas, including supply of sand/ graded material. In addition to padding, rock shield to be supplied and installed over the pipeline in rocky areas, backfilling with available, approved excavated material and/or other suitable soil approved by Engineer-In-Charge; |
| 21 | Taking DGPS coordinates of each weld joint (including tie in joints) and including the same in field inspection report. The coordinate must have X,Y,Z (ground level) along with depth of cover. |
| 22 | Supply and installation of slope breaker as per specifications and drawings in steep slope areas, wherever required; |
| 23 | Installation of LR Bend, as per specification wherever required depending on site condition. |
| 24 | Supply and installation of warning mat as per relevant clause mentioned in PJS and specifications enclosed in the bid document. |
| 25 | Carrying out cleaning, pigging and hydrostatic testing including air cleaning, flushing, filling, gauging, pressurization of complete pipeline in various test sections as approved by Engineer-In-Charge to the specified test pressure, providing all equipment, pumps, fittings, instruments, dead weight tester, test headers, pressure recorder, all types of pigs etc., and services, supervision, labour, consumables, water including supply of corrosion inhibitor, air, etc. as required, locating of leaks, if any, occured during hydrotesting attributable to contractor either by further sectionalising or any other suitable standard recommended practice with due approval of Engineer-in-Charge and rectification of defects, retesting after rectification, successful completion of hydrotesting of pipeline to acceptance criteria defined in the specifications. |
| 26 | (Note : Leak detection, its rectification and successfully re-hydrotesting shall be carried out by Contractor with a view that completion of all activity for successful hydrotesting is not inordinately extended, which will hamper the overall project schedule. Further, no extra payment claim shall be entertained for re-hydrotesting and leak detection if defects found attributable to Contractor. |
| 27 | All tie-ins, including the tie-in(s) of the pipeline / piping installed with the adjacent section of pipeline by others including cutting of test header, re-beveling as required , radiography and other NDT examination, joint coating as per specification. |
| 28 | Carrying out all temporary, ancillary, auxiliary works and all incidental works required to make the pipeline ready for pre-commissioning; |
| 29 | Repair of defects recorded during EGP/gauge plate run or otherwise including cutting, beveling, welding, radiography, field joint coating etc; as applicable, |
| 30 | Final clean-up and restoration of right of way/ right of use including disposal of debris and returning all surplus material to defined disposal areas and storage yards as mentioned in Annexure-2 to SCC, as directed by Engineer-In-Charge; |
| 31 | Restoration of land, facilities, boundary wall and roads etc. and associated facilities dismantled/ damaged by the Contractor during construction to the original condition / satisfaction of concerned authority and obtaining NOC from concerned authorities/ landowners/ farmers etc. |
| 32 | Obtaining work permits/ NOC from various statutory authorities having jurisdiction, before and after execution of the work and complying with all stipulation/conditions/recommendation of the said authorities. |
| 33 | Preparation of as-built drawings, pipe-book and other records as specified in the specifications. SOR shall be read in conjuction with scope of work, job specific requirements, specifications, standards, drawings and other provision of contract document. All above works, line pipe laying and installation all above works for buried pipeline as per following details: |
| 34 | Installation of Coated Line Pipes as per following details: |
| 35 | Line pipe details |
| 36 | Size Thk. Grade Coating Type Length of each Pipe Type of Soil Terrain/ Area |
| 37 | mm(OD) (mm) |
| 38 | For All Type of Soil Excluding Hard Rock (Refer Notes ) |
| 39 | 406.4 6.4 API 5L Gr X-70 3 Layer PE Double random (approx. All type of soil Flat / Slightly Undulating/ |
| 40 | PSL-2 Coating 11.5 to 12.5 mtr.) & (excluding hard rock) Undulating |
| 41 | Bevel End (Refer note-16) |
| 42 | 406.4 7.9 API 5L Gr. X-70 3 Layer PE Double random (approx. All type of soil Flat / Slightly Undulating/ |
| 43 | PSL-2 Coating 11.5 to 12.5 mtr.) & (excluding hard rock) Undulating |
| 44 | Bevel End (Refer note-16) |
| 45 | 406.4 9.5 API 5L Gr. X-60 3 Layer PE Double random (approx. All type of soil Flat / Slightly Undulating/ |
| 46 | PSL-2 Coating 11.5 to 12.5 mtr.) & (excluding hard rock) Undulating |
| 47 | Bevel End (Refer note-16) |
| 48 | 406.4 8.7 API 5L Gr. X-70 3 Layer PE Double random (approx. All type of soil Flat / Slightly Undulating/ |
| 49 | PSL-2 Coating 11.5 to 12.5 mtr.) & (excluding hard rock) Undulating |
| 50 | Bevel End (Refer note-16) |
| 51 | For Hard Rock/Soil with Hard Rock Strata (Refer Notes ) |
| 52 | 406.4 6.4 API 5L Gr.X-70 3 Layer PE Double random (approx. Hard Rock/Soil with hard rock Flat / Slightly Undulating/ |
| 53 | PSL-2 Coating 11.5 to 12.5 mtr.) & (Refer note-16) Undulating |
| 54 | Bevel End |
| 55 | 406.4 7.9 API 5L Gr.X-70 3 Layer PE Double random (approx. Hard Rock/Soil with hard rock Flat / Slightly Undulating/ |
| 56 | PSL-2 Coating 11.5 to 12.5 mtr.) & (Refer note-16) Undulating |
| 57 | Bevel End |
| 58 | 406.4 9.5 API 5L Gr.X-60 3 Layer PE Double random (approx. Hard Rock/Soil with hard rock Flat / Slightly Undulating/ |
| 59 | PSL-2 Coating 11.5 to 12.5 mtr.) & (Refer note-16) Undulating |
| 60 | Bevel End |
| 61 | 406.4 8.7 API 5L Gr. X-70 3 Layer PE Double random (approx. Hard Rock/Soil with hard rock Flat / Slightly Undulating/ |
| 62 | PSL-2 Coating 11.5 to 12.5 mtr.) & (Refer note-16) Undulating |
| 63 | Bevel End |
| 64 | Notes : 1. This item rate is applicable for complete work of laying of underground pipeline of 16\\" x 111.608 Km ( Approx.) - From DT Vijaipur to RT at Bina Refinary as per Schematic Route Diagram (Refer Drg. No.: MEC/05/28/E/0079/M/0021 enclosed as APPENDIX-IV to PJS) including installation of aboveground insulating joint & flow tee and station approach pipeline but excluding aboveground & underground installation of SV Station & Tap-off (tie-in to tie-in with mainline) which are covered separately. 2. The length of pipeline are tentative.3. Rate for laying of OFC & duct shall be quoted in relevant Schedule of Rates (SOR) of Telecom works, hence not to be included in Pipeline Laying works. 4. For soil strata details, refer Alignment Sheets, Soil Investigation Report and Detailed engineering survey report enclosed with Bid. 5.The above rate shall be inclusive of hydrotesting of complete pipeline including hydrotesting of all crossing sections (including those of HDDs performed by separate agency, if any) along-with the mainline.6. Payment for Preparation of as-built drawings, pipe-book and other records as specified in the specifications is to be covered in this SOR rate.7. List of crossings indicating tentative crossing methodology is enclosed as APPENDIX-VIII to PJS in tender document. Bidders are advised to visit the site for actual assessment of various crossings. Payment shall be made as per approved crossing methodology as per relevant SOR item.8.In case of change of crossing methodology (as indicated in APPENDIX-VIII to PJS) by EIC, the rates shall be payable as per relevant SOR item. In case, Contractor changes crossing methodology from open cut to trenchless/any other method on his own, then, no additonal payment shall be admissible on this account.9. Contractor shall return all surplus material to defined storage yard as mentioned in Annexure-2 to SCC, as directed by Engineer-In-Charge.10. Payment for supply & application of continuous concrete weight coating will be made as per other relevant SOR item.11.The above item rate excludes crossings by HDD, Cased crossings, crossings by Open cut conventional method and Crossings by Moling technique (which are covered separately in relevant SOR items). For other crossings, it is deemed to be inclusive in above item rate. Please Enable Macros to View BoQ information |
| 65 | Notes : 1. This item rate is applicable for complete work of laying of underground pipeline of 16\\" x 111.608 Km ( Approx.) - From DT Vijaipur to RT at Bina Refinary as per Schematic Route Diagram (Refer Drg. No.: MEC/05/28/E/0079/M/0021 enclosed as APPENDIX-IV to PJS) including installation of aboveground insulating joint & flow tee and station approach pipeline but excluding aboveground & underground installation of SV Station & Tap-off (tie-in to tie-in with mainline) which are covered separately. 2. The length of pipeline are tentative.3. Rate for laying of OFC & duct shall be quoted in relevant Schedule of Rates (SOR) of Telecom works, hence not to be included in Pipeline Laying works. 4. For soil strata details, refer Alignment Sheets, Soil Investigation Report and Detailed engineering survey report enclosed with Bid. 5.The above rate shall be inclusive of hydrotesting of complete pipeline including hydrotesting of all crossing sections (including those of HDDs performed by separate agency, if any) along-with the mainline.6. Payment for Preparation of as-built drawings, pipe-book and other records as specified in the specifications is to be covered in this SOR rate.7. List of crossings indicating tentative crossing methodology is enclosed as APPENDIX-VIII to PJS in tender document. Bidders are advised to visit the site for actual assessment of various crossings. Payment shall be made as per approved crossing methodology as per relevant SOR item.8.In case of change of crossing methodology (as indicated in APPENDIX-VIII to PJS) by EIC, the rates shall be payable as per relevant SOR item. In case, Contractor changes crossing methodology from open cut to trenchless/any other method on his own, then, no additonal payment shall be admissible on this account.9. Contractor shall return all surplus material to defined storage yard as mentioned in Annexure-2 to SCC, as directed by Engineer-In-Charge.10. Payment for supply & application of continuous concrete weight coating will be made as per other relevant SOR item.11.The above item rate excludes crossings by HDD, Cased crossings, crossings by Open cut conventional method and Crossings by Moling technique (which are covered separately in relevant SOR items). For other crossings, it is deemed to be inclusive in above item rate. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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