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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹49.6 LAccepted-AOC OPPOSITE SWAHID BHAWAN VILL MIRZA P O MIRZA DIST KAMRUP 781125 | MIRZA | KAMRUP | ASSAM | 781125 | ₹49.6 L | 1 | Accepted-AOC Bidder is L1 |
| 2 | 2₹49.8 LRejected-Finance BANPHUL SEUZ PATH LAST GATE DISPUR GUWAHATI 781006 | GUWAHATI | KAMRUP METRO | ASSAM | 781006 | ₹49.8 L | 2 | Rejected-Finance Bidder is L2 |
| 3 | 3₹65.0 LRejected-Finance 4TH FLOOR S S COMPLEX S J ROAD ATHGAON GUWAHATI ASSAM 781001 | KAMRUP METRO | ASSAM | 781001 | ₹65.0 L | 3 | Rejected-Finance Bidder is L3 |
| Sl No | Description | Qty | Unit | Vision Engineers L2 | P & S CONSTRUCTION L1 | Krishna Urja Construction LLP L3 |
|---|---|---|---|---|---|---|
| 1.00TOWER SUPERSTRUCTURE | ||||||
| 1.01 | Galvanised lattice steel tower super Structure including Hanger, Gusset, Strain plate (HT Steel= 70% & MS= 30%) B+3 tower (1 m RC) and A+6 Tower (1 m RC) | 9.47 | MT | 1,40,000 ₹13.3 L | 1,45,500 ₹13.8 L | 1,80,000 ₹17.0 L |
| 2.00STUB SET | ||||||
| 2.01 | Galvanized stub angle with cleat (B+3 and A+6) | 0.84 | MT | 1,40,000 ₹1.2 L | 1,45,500 ₹1.2 L | 1,80,000 ₹1.5 L |
| 3.00NUTS and BOLT | ||||||
| 3.01 | Galvanised nuts and bolt, spring washer | 0.62 | MT | 1,40,000 ₹86,800 | 1,50,000 ₹93,000 | 2,10,000 ₹1.3 L |
| 4.00INSULATOR | ||||||
| 4.01 | Porcelain Disc Insulator, 90KN | 180 | No | 750 ₹1.4 L | 780 ₹1.4 L | 1,680 ₹3.0 L |
| 5.00POWER CONDUCTOR ACCESSORIES | ||||||
| 5.01 | Vibration damper | 18 | No | 1,050 ₹18,900 | 980 ₹17,640 | 1,100 ₹19,800 |
Updated dates
Tender Value
₹62.0 L
EMD Value
₹1.2 L
Closing Date
10 Dec 2025, 2:00 pmClosed
CGM (PPnD)
O/o the Managing Director, Assam Electricity Grid Corporation Limited, 1st Floor, Bijulee Bhawan, Paltanbazar, Guwahati-781001
Construction of one B Plus 3 and one A Plus 6 tower with foundation in place of existing tower at loc no 96 and 97 of 132kV Sonabil to Biswanath Chariali Gohpur TL
2025_AEGCL_48493_1
AEGCL/MD/TECH-1190/SOPD 2025-26
Open Tender
Electrical Works
Tezpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹1.2 L
29 May 2026
8 Nov 2025
12 Dec 2025
8 Nov 2025
10 Dec 2025
8 Nov 2025
Amount
TOWER SUPERSTRUCTURE
Galvanised lattice steel tower super Structure including Hanger, Gusset, Strain plate (HT Steel= 70% & MS= 30%) B+3 tower (1 m RC) and A+6 Tower (1 m RC)
STUB SET
Galvanized stub angle with cleat (B+3 and A+6)
NUTS and BOLT
Galvanised nuts and bolt, spring washer
INSULATOR
Porcelain Disc Insulator, 90KN
POWER CONDUCTOR ACCESSORIES
Vibration damper
DISC INSULATOR ACCESSORIES
Single tension hardware fitting for panther conductor
Single suspension hardware fitting for panther conductor
TOWER ACCESSORIES
Supply of Danger Plate
Supply of Phase Plate
Supply of Number Plate
Supply of anti-climbing Devices
Description of Work / Item(s)
Amount
TOWER SUPERSTRUCTURE
Galvanised lattice steel tower super Structure including Hanger, Gusset, Strain plate (HT Steel= 70% & MS= 30%) B+3 tower (1 m RC) and A+6 Tower (1 m RC)
STUB SET
Galvanized stub angle with cleat (B+3 and A+6)
NUTS and BOLT
Galvanised nuts and bolt, spring washer
INSULATOR
Porcelain Disc Insulator, 90KN
POWER CONDUCTOR ACCESSORIES
Vibration damper
DISC INSULATOR ACCESSORIES
Single tension hardware fitting for panther conductor
Single suspension hardware fitting for panther conductor
TOWER ACCESSORIES
Supply of Danger Plate
Supply of Phase Plate
Supply of Number Plate
Supply of anti-climbing Devices
Description of Work / Item(s)
Amount
Setting of Stub including transportation & distribution of stub and accessories from store to site (Sets of Four)
Superstructure erection including transportation of structures by any means and distribution of structure and accessories at site
Stringing of power conductors including transportation from Stores and distribution of conductors and accessories to sites and laying, stringing, tensioning, clamping, jointing, jumpering and hoisting of insulators complete including cost of fittings and accessories not specifically mentioned elsewhere per route km of line
Stringing of ground wire including 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
Grounding of towers with 3 metre long 25mm dia GI pipe, including cost of all materials, such as Gl pipes, GI bolts & nuts and washer, salt cock etc as per specification
Painting of towers with bituminous paints of approved quality up to 3 meters from ground level including the cost of paints
Welding of all nuts & bolts up to the bottom cross arm level including all changes of transportation, materials etc.
Danger plates (1 no per tower)
Erection of phase plates
Erection of Number plates (1 no per tower)
Erection of anti climbing device (1 set per tower)
Description of Work / Item(s)
Amount
Opening and lowering of the conductor from the portion of be dismantled and transport it to the store (3 Conductor)
Opening and lowering of ground wire from the portion of the line to be dismantled and transport it to the store
Dismantling of tower without damaging the members and transportation of the same to store for proper stacking
Description of Work / Item(s)
Amount
Earthwork in excavation by Mechanical means (Hydraulic Excavator/ manual means over areas (exceeding 30 cm in depth and 1.5 m in width as well as 10sqm in plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer in charge As per drawing=247.37cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 4.1.6.1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size Footing 4X 4.50 X 4.50 X 0.05=4.05 cum
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more As per drawing=909 RC= 2m=51.36 Total=960.36
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) As per drawing=16.41 RC=1m 4 x 0.50 X 0.50x 1.00=1.00 Total=17.41
Centering and shuttering including strutting, propping ete, and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Raft A 4X4X3.02X0.25=12.08 Raft B 4X4X1.30X0.15=3.12 Column 4X4X2.93X0.46=21.56 RC=1m 4X4X1.00X0.50=8 Beam 4X2X8.074X0.460=29.71 Total=74.47
Head load and transportation of materials and equipment to the tower location
Description of Work / Item(s)
Amount
Earthwork in excavation by Mechanical means (Hydraulic Excavator/ manual means over areas (exceeding 30 cm in depth and 1.5 m in width as well as 10sqm in plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer in charge As per drawing=245.43cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 4.1.6.1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size Footing 4X 4.50 X 4.50 X 0.05=4.05 cum
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more As per drawing=909 RC= 1m=27.84 Total=936.84
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) As per drawing=16.41 RC=1m 4 x 0.46 X 0.46x 1.00=0.85 Total=17.26
Centering and shuttering including strutting, propping ete, and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Raft A 4X4X3.02X0.25=12.08 Raft B 4X4X1.30X0.15=3.12 Column 4X4X2.93X0.46=21.56 RC=1m 4X4X1.00X0.46=7.36 Beam 4X2X8.074X0.460=29.71 Total=73.83
Head load and transportation of materials and equipment to the tower location
P & S CONSTRUCTION (BID ID -288952)
Krishna Urja Construction LLP (BID ID -287945)
P & S CONSTRUCTION (BID ID -288952)
Vision Engineers (BID ID -287925)
Krishna Urja Construction LLP (BID ID -287945)
P & S CONSTRUCTION (BID ID -288952)
Krishna Urja Construction LLP (BID ID -287945)
P & S CONSTRUCTION (BID ID -288952)
Vision Engineers (BID ID -287925)
Krishna Urja Construction LLP (BID ID -287945)
Vision Engineers (BID ID -287925)
Krishna Urja Construction LLP (BID ID -287945)
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