Tender For Realignment Of 220 Kv D/C Thein-Hiranagar Trans. Line Between Tower Loc. No. 105 To 109 (Due To Damaged Tower No. 107 In Ravi River) And Released Allied Works.
Tender Value
8.58 Crore
Estimated cost
Bid Submission
07 Sep 2026
15 days left
EMD
17.17 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kathua → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Realignment Of 220 Kv D/C Thein-Hiranagar Trans. Line Between Tower Loc. No. 105 To 109 (Due To Damaged Tower No. 107 In Ravi River) And Released Allied Works.
BOQ
| Sl. No. | Item Description |
| 1 | Design, Engineering, Manufacture,workshop testing, supply including packing and forwarded, transportation, delivery of Material & Accessories at site storage charges of;- |
| 2 | Danger Plates (Tower Accessories). |
| 3 | Number Plates (Tower Accessories) |
| 4 | Phase Plate (Tower Accessories) |
| 5 | Circuit Plate (Tower Accessories) |
| 6 | Anti Climbing Devices (Tower Accessories) |
| 7 | Bird Guard (Tower Accessories) |
| 8 | Earthing Material (Tower Accessories) |
| 9 | Nuts & Bolts with Washers (Tower Accessories) |
| 10 | Special type/JC/Any other as per design and survey |
| 11 | A+3 Type Tower |
| 12 | Missing members of various Towers |
| 13 | Loading/Unloading, Mechancial Transportation including all carriages, head load, storage and watch & ward of 54.810 KM ACSR Zebra Conductor (Conductor to be provided by the Department) |
| 14 | Mid Span Joints for Conductor |
| 15 | Vibration Damper for Conductor |
| 16 | Repair Sleeve for Conductor |
| 17 | Aluminium Tape |
| 18 | OPGW Dual window single mode with mode field diametyer 8.6-9.5um,cladding diameter 125 um + 1um, 1.5% wastage included. |
| 19 | Joint Box for OPGW |
| 20 | Vibration Dampers for OPGW. |
| 21 | Tension assembly pass through |
| 22 | Tension assembly dead end |
| 23 | 120 KN Porcelain disc insulators (220KV). |
| 24 | Single Tension fitting (for Zebra). |
| 25 | Double Tension Fitting (for Zebra). |
| 26 | Double Suspension Fitting (for Zebra). |
| 27 | Single Suspension Fitting (for Zebra). |
| 28 | Tag Welding Of Tower. |
| 29 | Downlead Clamps |
| 30 | Aircraft warning sphere span Marker 600 mm dia color white/red/orange |
| 31 | Solar Powered LED Lighting System for obstruction Marking of One no. medium intensity and Two no. Low intensity Lights complete with interconnecting cables mounting accessories etc. |
| 32 | Handling, transportation, delivery at site, erection work, testing and commisssioning of various type of Material and Accessories.;- |
| 33 | Erection of Special type/JC/Any other as per design and survey along with N&B including loading/unloading/carriage. |
| 34 | Erection of A+3 Type Tower as per design along with N&B including loading/unloading/carriage. |
| 35 | Missing members of various Towers |
| 36 | Installation of insulator strings complete with necessary hardware, Laying & Stringing of ACSR Zebra conductor including fixing of conductor accessories & temporary anchoring of Towers at various spans. Also laying & Stringing of Opgw including fixing of OPGW accessories for the line (Double Circuit) |
| 37 | Erection of Aircraft warning sphere span Marker 600 mm dia color white/red/orange |
| 38 | Erection of Solar Powered LED Lighting System for obstruction Marking of One no. medium intensity and Two no. Low intensity Lights complete with interconnecting cables mounting accessories etc. |
| 39 | Painting of Towers upper two storeys |
| 40 | Dismantling of various types of damaged Towers (A Type) including extensions if any complete with N&B & accessories (including write back of material) |
| 41 | Laying Of Tower Foundations (mentioned in S.no. 6.1 include all activities relating to completion of foundation e.g. Stub Setting, Erection of Earthing Device, Reinforcement, Concreting, Protection Works of Tower Foundations, Excavation, Shoring, Shuttering, Dewatering , Backfilling etc.for various types of towers including benching in Semi-Hilly Terrain as per approved design and drawings. |
| 42 | A Type Tower Foundation as per approved design and drawings. |
| 43 | Providing and laying of Flexible Support (Crates of Size 6X1.5X1.5 mtrs) |
| 44 | Removal of mulba by way of Earth work in bulk excavation by mechanical means between newly proposed Tower & Old JC Tower No. 108 |
| 45 | Disposal of mulba/excavated earth by mechanical means from excavation site to the suitable dumping site (Approx. avg. lead of 10 Kms) |
| 46 | Laying Of Tower Foundations (mentioned in A and B) include all activities relating to completion of foundation e.g. Stub Setting, Erection of Earthing Device, Reinforcement, Concreting, Protection Works of Tower Foundations, Excavation, Shoring, Shuttering, Dewatering , Backfilling etc.for various types of towers including benching in Semi-Hilly Terrain as per approved design and drawings. A. 01 No. Pile Foundation/ Any other Suitable Foundation as per Check Survey/Design B. 01 No. Pile Foundation/ Any other Suitable Foundation/ Rectification of Existing Foundation as per Check Survey/Design |
| 47 | Excavation for all depth & size in all type of soil including boring in case of pile foundations and disposal of excavated materials for all lift & leads, Leveling of ground/ platform etc as directed by engineer in charge, together with all labour, tools &nickel’s, sheeting, sheet piling/ dewartering etc complete as required for proper execution of job, as per specification and direction of Engineer in charge. |
| 48 | Providing and laying in position M25 Grade concrete of specified 28 days strength for pile, pile caps, pedestal/chimney, tie beam (as required) excluding reinforcement steel and form work but including cement all necessary tools &inckles, labour, materials, equipments for handling transportation, batching, mixing, placing vibrating dewatering etc. all complete |
| 49 | Form work for placing plain or reinforced cement concrete of any type including block out and section at any elevation including all labours, materials, equipments, waste for form shoring, shuttering, strutting, propping, scaffoldingtieing nailing, coulking, dismantlling& removal of form etc complete |
| 50 | Supply and placing of steel reinforcement of specified grade for RCC work in pile, pile cap, pedestal/chimney, tie beam (as required) including M.S liner of 6mm thick and piles upto 10m, straightening, cutting, bending, binding etc. All complete as per construction drawing and as per instruction of Engineer in charge |
| 51 | Providing and laying plain cement concrete 1:4:8 (I cement, 4 coarse sands, 8 graded stone aggregated 40 mm nominal size) including cement all necessary tools and tackles, labour, materials, equipment for handling, transportation, batching, mixing, placing vibrating, dewatering etc. all complete. |
| 52 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge |
| 53 | Backfilling with available excavated earth for all leads & lift in sides of foundation and other under ground facilities in horizontal layers not exceeding 20cm in depth consolidation each deposited layers by ramming and watering etc and as per specification and instruction of engineer in charge |
| 54 | SBC/SPT and other tests as required to designed the piles/ tower foundation. Integrity testing of Pile using Low Strain/Sonic integrity Test/Sonic Echo Test method in accordance with IS: 14893 including surface preparation of pile top by removing soil, mud dust & chipping lean concrete lumps etc. and use of computerized equipments and high skill trained personal for conducting the test and submission of results, all complete as per the direction of Engineer-in-charge. |
| 55 | Preliminary works. |
| 56 | Preliminary works including detailed check survey, Geological investigation/soil investigation, drawings of foundations, Tower profiles/drawings & other allied items. |
| 57 | Engineering and Designing of the Lattice structure of the Towers, Tower foundations, testing and vetting by CPRI Bangalore/any other Govt. recognised agency (Special type/JC/Any Other Type with all extensions). |
| 58 | Digitial Tele protection coupler |
| 59 | Digitial Tele protection coupler for 220 KV Bays of 220 KV D/C Thein-Hiranagar Transmission Line at Shahpur Kandi (Punjab) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysSep 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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