Tender For Diversion Of 132Kv Lakwa-Mariani Line At Loc. No. 205C To 208A To Protect The Line From Erosion By Dikhow River Near Chandbesa, Nazira
Tender Value
2.31 Crore
Estimated cost
Bid Submission
02 Sep 2026
17 days left
EMD
5 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sivasagar → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Diversion Of 132Kv Lakwa-Mariani Line At Loc. No. 205C To 208A To Protect The Line From Erosion By Dikhow River Near Chandbesa, Nazira
BOQ
| Sl. No. | Item Description |
| 1 | Tower and tower accessories |
| 2 | Galvanised Lattice steel tower superstructures including hangers, gussets, strain plates, step bolts etc. along with galvanized iron nuts & bolts, spring washer etc. for different types of towers : 1No of 132KV (DD+3); 1No of 132KV (DD+6); 1 No. 220KV (DD+12)Total 2 Nos. of 132KV DC towers and and 1 No. of 220KV DC Towers |
| 3 | Partially galvanized stub angle with cleat for 3 Nos of towers as mentioned in Sl.No. 1.1 |
| 4 | ACSR Panther Conductor |
| 5 | Disc insulators strings complete with all hardware fittings and associated clamps, Jumper Cone etc. |
| 6 | 10 Disc Twin Tension insulators String (2x10Discs)- 90KN each disc |
| 7 | 10 Disc Single Tension insulators String (90KN) |
| 8 | 9 Disc Twin Suspension insulators String (2x9Discs)- 90KN each disc |
| 9 | Jointing Sleeves for ACSR Panther conductor |
| 10 | Stock Bridge type vibration damper |
| 11 | Preformed Armoured Rod |
| 12 | Tower accessories |
| 13 | Supply of Danger plate |
| 14 | Supply of phase plate |
| 15 | Supply of Number plate |
| 16 | Supply of Anti Climbing Device |
| 17 | Tower and tower accessories |
| 18 | Galvanised Lattice steel tower superstructures including hangers, gussets, strain plates, step bolts etc. along with galvanized iron nuts & bolts, spring washer etc. for different types of towers : 1No of 132KV (DD+3); 1No of 132KV (DD+6); 1 No. 220KV (DD+12)Total 2 Nos. of 132KV DC towers and and 1 No. of 220KV DC Towers |
| 19 | Partially galvanized stub angle with cleat for 3 Nos of towers as mentioned in Sl.No. 1.1 |
| 20 | ACSR Panther Conductor |
| 21 | Disc insulators strings complete with all hardware fittings and associated clamps, Jumper Cone etc. |
| 22 | 10 Disc Twin Tension insulators String (2x10Discs)- 90KN each disc |
| 23 | 10 Disc Single Tension insulators String (90KN) |
| 24 | 9 Disc Twin Suspension insulators String (2x9Discs)- 90KN each disc |
| 25 | Jointing Sleeves for ACSR Panther conductor |
| 26 | Stock Bridge type vibration damper |
| 27 | Preformed Armoured Rod |
| 28 | Tower accessories |
| 29 | Supply of Danger plate |
| 30 | Supply of phase plate |
| 31 | Supply of Number plate |
| 32 | Supply of Anti Climbing Device |
| 33 | Detail & Check survey as per specification |
| 34 | Construction of RCC foundation,1.5M Raise Foundation (FS type) for 132KV (D+3) and (D+6)-Type towers including engagement of labours/masons, T&P materials, excavation, shuttering, head loading, back filling etc. complete for handling, placing, leveling, curing etc. complete inclusive of cost of transportation, batching, mixing of cements etc. |
| 35 | Concreting |
| 36 | Reinforcement |
| 37 | Setting of stubs (sets of four) including transportation and distribution of stubs and accessories from store to site excluding cost of excavation, concreting and back filing with complete |
| 38 | Super structure erection including transportation of structure materials to the sites, total 3 Nos of towers [ 1No :132KV (DD+3); 1No : 132KV (DD+6); 1No : 220KV (DD+12) ] |
| 39 | Stringing of power conductors from LOC no- 205 to 211C including transportation from stores and distribution of conductors and accessories to site and laying, stringing, tensioning, clamping, jointing, jumpering and hoisting of insulators complete including cost of all fittings and accessories not specifically mentioned elsewhere per route KM of line (for 3 conductors) |
| 40 | Earthing of towers with 3 metre long 25 mm dia GI pipe including cost of all materials, such as GI pipes, GI bolts & nuts and washers, salt, cock etc as per specification |
| 41 | Painting of towers with bituminous paints of approved quality upto 3 metres from gound level including the cost of paints. |
| 42 | Erection of Danger plates |
| 43 | Erection of phase plate |
| 44 | Erection of number plate |
| 45 | Erection of anti-climbing device |
| 46 | Welding of all nut & bolts upto the bottom cross arm level including all charges of transportation, materials etc. |
| 47 | Mobilisation (including preparation of work space, approach road, dewatering, arrangement of electricity, jungle clearing, earth filling and making all arangements for completion of the work for construction and supply of all materials & labour of temporary island/platform to facilitate the construction of foundation including platform for storage of construction of materials such as stone chips, sand, cement, steel reinforcement bar,vibrator machine, mixture machine, tools and plants, cables, lights for all foundation marterials keeping and mixing. |
| 48 | Transportation of the Crawler mounted hydraulic piling rig machine in trailer to the work site and back |
| 49 | Hiring charge of the Crawler mounted hydraulic piling rig machine excluding boring, casting etc. |
| 50 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below pile, to carry a safe working load not less than specified, including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same by adequate capacity Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads. Length of the pile for payment shall be measured from the bottom of pile. the top of pile should be chiped off to remove laitance concrete, minimum 1000 mm from top of the pile or more if required. no payment shall be made for the laitance concrete and its removal.The unit rate should include excavation, dewatering, socketing, anchoring (if required), backfilling, form work for placing plain or reinforced cement concrete but excluding the cost of reinforcement steel & supply & providing MS liner of 8 mm thickness in piles upto 10m length of the pile from the bottom of the pile to be paid seperately.(Payment will be made as per actual length of the piles as per site condition necessary and approved drawing.)(A) 1200 mm dia piles |
| 51 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : |
| 52 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 53 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level including supply & providing MS liner of 8 mm thickness in piles up to 10 metre depth from the bottom of the pile capThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 54 | Providing and laying in M30 grade concrete of specified 28 days strength for pile cap, chimney and tie beam, including appropriate form work, bracings all necessary materials and equipments, transportation, batching, mixing, vibrating, dewatering etc. complete. excluding reinforcement steel as per the direction of the Engineer- In charge |
| 55 | Conducting Pile Intigrity test on piles using electronic control unit, hand held hammer, accelerometer, computer with required software to assess as-installed pile characteristics including mobilisation of necessary manpower, equipments, materials etc. required for successful completion of the job. |
| 56 | Supply of OPGW 24-Fibres, Clamps& fittings, juncntion box with splice kit etc.(including F&I) |
| 57 | OPGW 24-Fibres |
| 58 | OPGW Tension double dead end set in splice location |
| 59 | OPGW Suspension double dead end set without splice location |
| 60 | OPGW vibration damper c/w preform armour rods |
| 61 | OPGW downlead clamps |
| 62 | OPGW Splicing kit with junction box |
| 63 | Installation & Restringing of OPGW : |
| 64 | Dismantling of OPGW, Vibrartion Damper, Tension/Suspension assembly fittings |
| 65 | Stringing of OPGW -24Fibres |
| 66 | Installation of Tension /suspension assembly fittings |
| 67 | Installation of vibration dampers |
| 68 | Installation of downlead clamps |
| 69 | Splicing/jointing work including testing of fibres |
| 70 | Opening and lowering of conductors from the portion of the line to be dismantled (3-conductors) and transportation to the AEGCL's store |
| 71 | Dismantling of tower without damaging the tower members and transportation to AEGCL's store with proper stacking Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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