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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹10.3 L (3.92%)Admitted-Finance | ₹2.7 Cr+₹10.3 L (3.92%) | L2 | Admitted-Finance |
| 3 | L3₹3.0 Cr+₹33.2 L (12.6%)Admitted-Finance 4TH FLOOR S S COMPLEX S J ROAD ATHGAON GUWAHATI ASSAM 781001 | KAMRUP METRO | ASSAM | 781001 | ₹3.0 Cr+₹33.2 L (12.6%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AADS Enterprises L1 | Krishna Urja Construction LLP L3 | Laser Power & Infra Limited L2 |
|---|---|---|---|---|---|---|
| 1.00Tower Superstructure | ||||||
| 1.10 | Galvanised Lattice steel tower super structure,[ including hangers,gussets, strain plate Etc | 119.22 | MT | 1,40,000 ₹1,66,90,520 | 1,49,000 ₹1,77,63,482 | 1,30,896 ₹1,56,05,159.33 Lowest |
| 1.20 | Galvanised Iron Nuts and Bolts including washers | 4.19 | MT | 1,60,000 ₹6,70,048 | 1,76,000 ₹7,37,052.8 | 1,39,895.1 ₹5,85,852.7 Lowest |
| 2.00Stub Sets | ||||||
| 2.10 | Galvanised Stub angle with cleat | 2.98 | MT | 1,40,000 ₹4,16,892 | 1,49,000 ₹4,43,692.2 | 1,30,896 ₹3,89,782.11 Lowest |
| 4.00Power Conductor | ||||||
| 4.10 | AAAC Panther Conductor | 12 | KM | 3,75,000 ₹45,00,000 Lowest | 4,25,000 ₹51,00,000 | 5,04,495 ₹60,53,940 |
| 6.00Insulators and Hardware fittings | ||||||
| 6.10 | 90 KN Porcelain disc insulator | 350 | Nos | 900 ₹3,15,000 Lowest | 1,547 ₹5,41,450 | 977.97 ₹3,42,289.5 |
| 6.30 | Double tension Hardware fittings | 60 | Nos | 7,500 ₹4,50,000 | 11,050 ₹6,63,000 | 3,173.55 ₹1,90,413 Lowest |
Tender Value
₹5.2 Cr
EMD Value
₹10.5 L
Closing Date
7 Apr 2026, 10:00 amClosed
CGM, PP and D
1st floor, Bijulee Bhawan
Construction of tower for Forest locations for 132 Kv S/c line on D/C tower from Salakati to APM
2026_AEGCL_51818_1
AEGCL/MD/TL-87/Bid/Forest
Open Tender
Electrical Works
Turn-key
730 days
Bhairab Hills
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹10.5 L
Yes
12 Jun 2026
10 Mar 2026
8 Apr 2026
10 Mar 2026
7 Apr 2026
20 Mar 2026
Tower Superstructure
Galvanised Lattice steel tower super structure,[ including hangers,gussets, strain plate Etc
Galvanised Iron Nuts and Bolts including washers
Stub Sets
Galvanised Stub angle with cleat
Power Conductor
AAAC Panther Conductor
Insulators and Hardware fittings
90 KN Porcelain disc insulator
Double tension Hardware fittings
Power Conductor and tower Accessories
Stock Bridge type Vibration Damper
Mid span compression joint
Repair Sleeve
Tower Accessories
Supply of Danger Plate
Supply of Phase Plate
Supply of Number Plate
Supply of Anti-Climbing Device
Supply of Bird guard
Item Rate BoQ
BoQ_Ver3.0
Bid reference No: AEGCL/MD/TL-87/Bid/Forest
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (F&I) (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Tower Superstructure
Galvanised Lattice steel tower super structure,[ including hangers,gussets, strain plate Etc
Galvanised Iron Nuts and Bolts including washers
Stub Sets
Galvanised Stub angle with cleat
Power Conductor
AAAC Panther Conductor
Insulators and Hardware fittings
90 KN Porcelain disc insulator
Double tension Hardware fittings
Power Conductor and tower Accessories
Stock Bridge type Vibration Damper
Mid span compression joint
Repair Sleeve
Tower Accessories
Supply of Danger Plate
Supply of Phase Plate
Supply of Number Plate
Supply of Anti-Climbing Device
Supply of Bird guard
Item Rate BoQ
BoQ_Ver3.0
Bid reference No: AEGCL/MD/TL-87/Bid/Forest
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (Erection, Testing and Commissioning of transmission line) (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Superstructure erection including transportation of structures by any means and distribution of structures and accessories from store to site.
Stringing of power conductors 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 (3 conductors as applicable) of line
Stringing of ground wire including transportation and distribution of ground wire and accessories to site and laying, stringing,tensioning,clamping,jointing complete including all fittings and accessories not specifically mentioned elsewhere per route Km of line
Welding all nuts & bolts upto the bottom cross arm level including all charges of transportation, materials etc.
Danger Plate (01 no per tower)
Erection of Phase plates
Erection of number plates (01 no per tower)
Erection of Bird Guard
Erection of anti climbing device (1 set per tower)
Earthing of towers with 03 meters long 25 mm dia GI pipe including cost of all materials, such as GI pipes, GI bolts, nuts & washers, salt, coke etc as per specification.
Item Rate BoQ
BoQ_Ver3.0
Bid reference No: AEGCL/MD/TL-87/Bid/Forest
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (Civil foundation 2) (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
PILE Foundation at location 59,62,62/1
Mobilization (including preparation of work space, Approach road, dewatering, arrangement of electricity, jungle clearing, earth filling and making all arrangement for completion of the work) and construction and supply of all materials & labours of temporary island/platform to faciallitate the construction of foundation including platform for storage of construction materials such as stone chips, sand, cement, steel reinforcement bar, mixture machines, tools & plants all foundation materials keeping & mixing
Boring (DMC/TMR), providing and installation of bored cast-in-situ pile of specific diameter below the pile head with M25 grade of cement concrete including the cost of reinforcement steel, cost of boring with temporary guide casting bentonite solution (length of the pile for payment shall be measured from the bottom of pile head). All necessary labour materials plants, tools and tackles etc. complete as necessary for proper execution of the job. The top of pile should be chipped off to remove laitance concrete. No payment shall be made for the laitance concrete and its removal. The unit rate should include excavation, dewatering, socketing, anchoring (if required), backfitling, form work for placing plain or reinforced cement concrete, supply & providing MS liner of 6 mm thickness throughout the length of the pile, conducting standard penetration test and integrity test Each leg will required 1 nos RCC bored pile of 1200 mm diameter i.e. 4 nos of pile for each tower foundation. (Payment will be made as per actual length of the piles as per site condition necessary and approved drawing.) (A) 1200 mm dia piles
Providing arid laying in M25 grade concrete of specified 28 days strength for pile cap, chimney and tie beam including reinforcement steel form work all necessary materials and equipments, transportation, batching, mixing. vibrating, dewatering etc. complete.
Setting of stubs (Sets of four) by using prop setting technique including carrying of all required instruments to the desired location.
Foundation at Loc 60, 61
Mobilization (including site preparation, Approach road, dewatering, arrangement of electricity, jungle clearing, and making all arrangement for completion of the work) to faciallitate the construction of foundation including platform for storage of construction materials such as stone chips, sand. cement. steel reinforcement bar, mixture machines, tools & plants all foundation materials keeping & mixing.
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 15m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
Carriage of materials by manual means (Head loading) from unloading point to the desired tower location
Providingband laying in M25 grade concrete of specified strength including supply filling and fixing reinforcement TMT bars as per requirement ,form work all necessary materials and equipments. transportation, batching, mixing, vibrating, dewatering etc for the tower foundation, chimney and tie beam etc complete( payment will be made as per actual volume of work as per site condition and approved drawing )
Construction of Boulder pitching and toe wall at location 61
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m. as directed by Engincer-incharge. Ordinary Rock
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (tone 111) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Rainloill Tubble masonry with hard stone in foundation and plinth including le%elling up with cement concrete 1:6:12 ( I cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Carriage of material by Manual Means, Stone/boulder
Providing and laying pitching on slopes laid over prepared filter as per drawing and technical specifications media as per drawing and technical specifications Stone/Boulder
Foundation at Loc 58
Cleanng jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of I inabove ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1 5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-inchargc
Providingband laying in M25 grade concrete of specified strength including supply filling and fixing reinforcement TMT bars as per requirement ,form work all necessary materials and equipments, transportation, batching, mixing. vibrating, dewatering etc for the tower foundation, chimney and tie beam etc complete( payment will be made as per actual volume of work as per site condition and approved drawing )
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