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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAccepted-AOC | ₹4.0 Cr Quoted ₹3.4 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹3.8 Cr+₹38.9 L (11.4%)Rejected-Finance | ₹3.8 Cr+₹38.9 L (11.4%) | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹4.7 Cr+₹1.2 Cr (36.5%)Rejected-Finance 4TH FLOOR S S COMPLEX S J ROAD ATHGAON GUWAHATI ASSAM 781001 | KAMRUP METRO | ASSAM | 781001 | ₹4.7 Cr+₹1.2 Cr (36.5%) | L3 | Rejected-Finance L3 Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non responsive to the requirement of the bidding document |
Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
18 Oct 2024, 12:00 pmClosed
Chief General Manager, OnM (LAR)
Bijulee Bhawan, Platan Bazar
Height Raising/ Shifting of 220KV Mirza-Sarusajai D/C Transmission line for elevated corridor of Railway line near Deepor Beel area under Deposit Scheme-PACKAGE A
2024_AEGCL_39031_1
Tech-250/Railways/Deepor Beel/(Pkg-A)/BID
Open Tender
Electrical Works
Works
450 days
Deepor Beel area near Pamuhi
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
₹8.6 L
Yes
2 Apr 2025
16 Sept 2024
19 Oct 2024
16 Sept 2024
18 Oct 2024
16 Sept 2024
16 Sept 2024 - 23 Sept 2024
Amount
Super structure
Supply of partially galvanised STUB angle with cleat (approx.HT steel=95%,MS=5%) for “,3nos B+3,1no B+6,1 no C+3,1 no C+6 ,1 no D+6 ,2 nos D+18, total 9 nos new Tower (As per specification of AEGCL).
a)Supply of assorted GI Nut & Bolts,round washer,spring washer etc.
Supply of Galvanised lattice steel Super structure(including hangers,gussets,strain plate,etc ,Approx.HT steel=72%,MS=28%) for 3nos of B+3,1no B+6,1 no C+3,1 no C+6 ,1 no D+6 ,2 nos D+18, total 9 nos new Tower (As per specification of AEGCL).
a)Supply of assorted GI Nut & Bolts ,round washer,spring washer etc.
Supply of Template for “3nos B+3,1no B+6,1 no C+3,1 no C+6 ,1 no D+6 ,2 nos D+18,, total 9 nos new Tower (As per specification of AEGCL).
a)Supply of assorted GI Nut & Bolts
Supply of Anti Climbing Device for “3nos B+3,1no B+6,1 no C+3,1 no C+6 ,1 no D+6 ,2 nos D+18,, total 9 nos new Tower (As per specification of AEGCL).
Tower accessories
a)Supply of Danger plate(1 no per tower)
b)Supply of Phase plate (1 sets /Tower) for D/C
c)Supply of Number plate (1 no per tower)
d)Supply of Bird guard (6 nos per tower)
e)Supply of Circuit plate (2 no per tower)
Supply of barbed wire for 9 no tower(As per specification of AEGCL)
Description of Work / Item(s)
Amount
Mobilization (including preparation of work space, Approach road, dewatering, arrangement of electricity, jungle clearing, earth levelling and making all arrangement for completion of the work) to facilitate the construction of foundation.
Boring, providing and installation of bored cast in situ pile of 1200 mm diameter below the pile Head with M25 grade of cement concrete including the cost of reinforcement steel, cost of boring with temporary quide casting bentonite solution. (Length of the pile for payment shall be measured from the bottom of the pile Head). All necessary labour materials, plants and tackles etc. complete as necessary for proper execution of the job. The unit rate include excavation, dewatering, socketing, anchoring (if required), backfilling, form work for placing plain or reinforced concrete cement, supply and providing MS liner of 6 mm thick in piles upto depth as per drawing from ground level. The pile top should be chipped off to remove laitance concrete above cut off level (750 mm from the top of pile for which no extra payment shall be made. All execution should be as per approved drawing. (Payment will be made as per actual length of the piles as per site condition)
Providing and laying in M25 grade concrete of specified 28 days strength for pile Head, Tie Beam, Chimney including reinforcement steel, form work, scaffolding for all level as per site necessary, all necessary materials and equipments, transportations, batching, mixing, vibration, dewatering etc as per approved drawing and direction.
Conducting Pile Integrity 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.
Setting of stubs (Sets of four) including transportation & distribution of stub and accessories from store to site excluding cost of excavation, concreting & back filling.
Carriage of materials
Manual Labour including loading, unloading and stacking of Sand, stone aggregate, below 40 mm nominal Size
Manual Labour including loading, unloading and stacking of Cement
Manual Labour including loading, unloading and stacking of Steel
Description of Work / Item(s)
Amount
Mobilization (including preparation of work space, Approach road, dewatering, arrangement of electricity, jungle clearing, earth levelling and making all arrangement for completion of the work) to facilitate the construction of foundation.
Boring, providing and installation of bored cast in situ pile of 1200 mm diameter below the pile Head with M25 grade of cement concrete including the cost of reinforcement steel, cost of boring with temporary quide casting bentonite solution. (Length of the pile for payment shall be measured from the bottom of the pile Head). All necessary labour materials, plants and tackles etc. complete as necessary for proper execution of the job. The unit rate include excavation, dewatering, socketing, anchoring (if required), backfilling, form work for placing plain or reinforced concrete cement, supply and providing MS liner of 6 mm thick in piles upto depth as per drawing from ground level. The pile top should be chipped off to remove laitance concrete above cut off level (750 mm from the top of pile for which no extra payment shall be made. All execution should be as per approved drawing. (Payment will be made as per actual length of the piles as per site condition)
Providing and laying in M25 grade concrete of specified 28 days strength for pile Head, Tie Beam, Chimney including reinforcement steel, form work, scaffolding for all level as per site necessary, all necessary materials and equipments, transportations, batching, mixing, vibration, dewatering etc as per approved drawing and direction.
Conducting Pile Integrity 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.
Setting of stubs (Sets of four) including transportation & distribution of stub and accessories from store to site excluding cost of excavation, concreting & back filling.
Carriage of materials
Manual Labour including loading, unloading and stacking of Sand, stone aggregate, below 40 mm nominal Size
Manual Labour including loading, unloading and stacking of Cement
Manual Labour including loading, unloading and stacking of Steel
Description of Work / Item(s)
Amount
Mobilization (including preparation of work space, Approach road, dewatering, arrangement of electricity, jungle clearing, earth levelling and making all arrangement for completion of the work) to facilitate the construction of foundation.
Boring, providing and installation of bored cast in situ pile of 1200 mm diameter below the pile Head with M25 grade of cement concrete including the cost of reinforcement steel, cost of boring with temporary quide casting bentonite solution. (Length of the pile for payment shall be measured from the bottom of the pile Head). All necessary labour materials, plants and tackles etc. complete as necessary for proper execution of the job. The unit rate include excavation, dewatering, socketing, anchoring (if required), backfilling, form work for placing plain or reinforced concrete cement, supply and providing MS liner of 6 mm thick in piles upto depth as per drawing from ground level. The pile top should be chipped off to remove laitance concrete above cut off level (750 mm from the top of pile for which no extra payment shall be made. All execution should be as per approved drawing. (Payment will be made as per actual length of the piles as per site condition)
Providing and laying in M25 grade concrete of specified 28 days strength for pile Head, Tie Beam, Chimney including reinforcement steel, form work, scaffolding for all level as per site necessary, all necessary materials and equipments, transportations, batching, mixing, vibration, dewatering etc as per approved drawing and direction.
Conducting Pile Integrity 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.
Setting of stubs (Sets of four) including transportation & distribution of stub and accessories from store to site excluding cost of excavation, concreting & back filling.
Carriage of materials
Manual Labour including loading, unloading and stacking of Sand, stone aggregate, below 40 mm nominal Size
Manual Labour including loading, unloading and stacking of Cement
Manual Labour including loading, unloading and stacking of Steel
Description of Work / Item(s)
Amount
Super structure
Supply of partially galvanised STUB angle with cleat (approx.HT steel=95%,MS=5%) for “,3nos B+3,1no B+6,1 no C+3,1 no C+6 ,1 no D+6 ,2 nos D+18, total 9 nos new Tower (As per specification of AEGCL).
a)Supply of assorted GI Nut & Bolts,round washer,spring washer etc.
Supply of Galvanised lattice steel Super structure(including hangers,gussets,strain plate,etc ,Approx.HT steel=72%,MS=28%) for 3nos of B+3,1no B+6,1 no C+3,1 no C+6 ,1 no D+6 ,2 nos D+18, total 9 nos new Tower (As per specification of AEGCL).
a)Supply of assorted GI Nut & Bolts ,round washer,spring washer etc.
Supply of Template for “3nos B+3,1no B+6,1 no C+3,1 no C+6 ,1 no D+6 ,2 nos D+18,, total 9 nos new Tower (As per specification of AEGCL).
a)Supply of assorted GI Nut & Bolts
Supply of Anti Climbing Device for “3nos B+3,1no B+6,1 no C+3,1 no C+6 ,1 no D+6 ,2 nos D+18,, total 9 nos new Tower (As per specification of AEGCL).
Tower accessories
a)Supply of Danger plate(1 no per tower)
b)Supply of Phase plate (1 sets /Tower) for D/C
c)Supply of Number plate (1 no per tower)
d)Supply of Bird guard (6 nos per tower)
e)Supply of Circuit plate (2 no per tower)
Supply of barbed wire for 9 no tower(As per specification of AEGCL)
Description of Work / Item(s)
Amount
Check Survey
Erection superstructre including transpotation of structre by any means and distribution of structure and accessories from store to site
Tower accessories
a)Erection of Danger plate(1 no per tower)
b)Erection of Phase plate (1 sets /Tower)
c)Erection of Number plate (1 no per tower)
d)Erectionof Bird guard (6 nos per tower)
e)Erection of Circuit plate (2 no per tower)
Tower earthing works including supply of necessary earthing materials,anti corrosive paints etc.(Tower footing Resistance measured value must be less than 10 Ω)
Welding of nuts and bolts of newly erected tower upto bottom cross arm level including all materials and labour
Dismantling of old towers without damaging the members, transportation to the store and proper stacking at Sarusajai
Painting of towers with bituminous paints of approved quality upto 3 meters from ground level including cost of paints.
Description of Work / Item(s)
Amount
Mobilization (including preparation of work space, Approach road, dewatering, arrangement of electricity, jungle clearing, earth levelling and making all arrangement for completion of the work) to facilitate the construction of foundation.
Boring, providing and installation of bored cast in situ pile of 1200 mm diameter below the pile Head with M25 grade of cement concrete including the cost of reinforcement steel, cost of boring with temporary quide casting bentonite solution. (Length of the pile for payment shall be measured from the bottom of the pile Head). All necessary labour materials, plants and tackles etc. complete as necessary for proper execution of the job. The unit rate include excavation, dewatering, socketing, anchoring (if required), backfilling, form work for placing plain or reinforced concrete cement, supply and providing MS liner of 6 mm thick in piles upto depth as per drawing from ground level. The pile top should be chipped off to remove laitance concrete above cut off level (750 mm from the top of pile for which no extra payment shall be made. All execution should be as per approved drawing. (Payment will be made as per actual length of the piles as per site condition)
Providing and laying in M25 grade concrete of specified 28 days strength for pile Head, Tie Beam, Chimney including reinforcement steel, form work, scaffolding for all level as per site necessary, all necessary materials and equipments, transportations, batching, mixing, vibration, dewatering etc as per approved drawing and direction.
Conducting Pile Integrity 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.
Setting of stubs (Sets of four) including transportation & distribution of stub and accessories from store to site excluding cost of excavation, concreting & back filling.
Carriage of materials
Manual Labour including loading, unloading and stacking of Sand, stone aggregate, below 40 mm nominal Size
Manual Labour including loading, unloading and stacking of Cement
Manual Labour including loading, unloading and stacking of Steel
Description of Work / Item(s)
Amount
Mobilization (including preparation of work space, Approach road, dewatering, arrangement of electricity, jungle clearing, earth levelling and making all arrangement for completion of the work) to facilitate the construction of foundation.
Boring, providing and installation of bored cast in situ pile of 1200 mm diameter below the pile Head with M25 grade of cement concrete including the cost of reinforcement steel, cost of boring with temporary quide casting bentonite solution. (Length of the pile for payment shall be measured from the bottom of the pile Head). All necessary labour materials, plants and tackles etc. complete as necessary for proper execution of the job. The unit rate include excavation, dewatering, socketing, anchoring (if required), backfilling, form work for placing plain or reinforced concrete cement, supply and providing MS liner of 6 mm thick in piles upto depth as per drawing from ground level. The pile top should be chipped off to remove laitance concrete above cut off level (750 mm from the top of pile for which no extra payment shall be made. All execution should be as per approved drawing. (Payment will be made as per actual length of the piles as per site condition)
Providing and laying in M25 grade concrete of specified 28 days strength for pile Head, Tie Beam, Chimney including reinforcement steel, form work, scaffolding for all level as per site necessary, all necessary materials and equipments, transportations, batching, mixing, vibration, dewatering etc as per approved drawing and direction.
Conducting Pile Integrity 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.
Setting of stubs (Sets of four) including transportation & distribution of stub and accessories from store to site excluding cost of excavation, concreting & back filling.
Carriage of materials
Manual Labour including loading, unloading and stacking of Sand, stone aggregate, below 40 mm nominal Size
Manual Labour including loading, unloading and stacking of Cement
Manual Labour including loading, unloading and stacking of Steel
Description of Work / Item(s)
Amount
Mobilization (including preparation of work space, Approach road, dewatering, arrangement of electricity, jungle clearing, earth levelling and making all arrangement for completion of the work) to facilitate the construction of foundation.
Boring, providing and installation of bored cast in situ pile of 1200 mm diameter below the pile Head with M25 grade of cement concrete including the cost of reinforcement steel, cost of boring with temporary quide casting bentonite solution. (Length of the pile for payment shall be measured from the bottom of the pile Head). All necessary labour materials, plants and tackles etc. complete as necessary for proper execution of the job. The unit rate include excavation, dewatering, socketing, anchoring (if required), backfilling, form work for placing plain or reinforced concrete cement, supply and providing MS liner of 6 mm thick in piles upto depth as per drawing from ground level. The pile top should be chipped off to remove laitance concrete above cut off level (750 mm from the top of pile for which no extra payment shall be made. All execution should be as per approved drawing. (Payment will be made as per actual length of the piles as per site condition)
Providing and laying in M25 grade concrete of specified 28 days strength for pile Head, Tie Beam, Chimney including reinforcement steel, form work, scaffolding for all level as per site necessary, all necessary materials and equipments, transportations, batching, mixing, vibration, dewatering etc as per approved drawing and direction.
Conducting Pile Integrity 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.
Setting of stubs (Sets of four) including transportation & distribution of stub and accessories from store to site excluding cost of excavation, concreting & back filling.
Carriage of materials
Manual Labour including loading, unloading and stacking of Sand, stone aggregate, below 40 mm nominal Size
Manual Labour including loading, unloading and stacking of Cement
Manual Labour including loading, unloading and stacking of Steel
Description of Work / Item(s)
Amount
Mobilization (including preparation of work space, Approach road, dewatering, arrangement of electricity, jungle clearing, earth levelling and making all arrangement for completion of the work) to facilitate the construction of foundation.
Boring, providing and installation of bored cast in situ pile of 1200 mm diameter below the pile Head with M25 grade of cement concrete including the cost of reinforcement steel, cost of boring with temporary quide casting bentonite solution. (Length of the pile for payment shall be measured from the bottom of the pile Head). All necessary labour materials, plants and tackles etc. complete as necessary for proper execution of the job. The unit rate include excavation, dewatering, socketing, anchoring (if required), backfilling, form work for placing plain or reinforced concrete cement, supply and providing MS liner of 6 mm thick in piles upto depth as per drawing from ground level. The pile top should be chipped off to remove laitance concrete above cut off level (750 mm from the top of pile for which no extra payment shall be made. All execution should be as per approved drawing. (Payment will be made as per actual length of the piles as per site condition)
Providing and laying in M25 grade concrete of specified 28 days strength for pile Head, Tie Beam, Chimney including reinforcement steel, form work, scaffolding for all level as per site necessary, all necessary materials and equipments, transportations, batching, mixing, vibration, dewatering etc as per approved drawing and direction.
Conducting Pile Integrity 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.
Setting of stubs (Sets of four) including transportation & distribution of stub and accessories from store to site excluding cost of excavation, concreting & back filling.
Carriage of materials
Manual Labour including loading, unloading and stacking of Sand, stone aggregate, below 40 mm nominal Size
Manual Labour including loading, unloading and stacking of Cement
Manual Labour including loading, unloading and stacking of Steel
(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Description of Work / Item(s)
Amount
Mobilization (including preparation of work space, Approach road, dewatering, arrangement of electricity, jungle clearing, earth levelling and making all arrangement for completion of the work) to facilitate the construction of foundation.
Boring, providing and installation of bored cast in situ pile of 1200 mm diameter below the pile Head with M25 grade of cement concrete including the cost of reinforcement steel, cost of boring with temporary quide casting bentonite solution. (Length of the pile for payment shall be measured from the bottom of the pile Head). All necessary labour materials, plants and tackles etc. complete as necessary for proper execution of the job. The unit rate include excavation, dewatering, socketing, anchoring (if required), backfilling, form work for placing plain or reinforced concrete cement, supply and providing MS liner of 6 mm thick in piles upto depth as per drawing from ground level. The pile top should be chipped off to remove laitance concrete above cut off level (750 mm from the top of pile for which no extra payment shall be made. All execution should be as per approved drawing. (Payment will be made as per actual length of the piles as per site condition)
Providing and laying in M25 grade concrete of specified 28 days strength for pile Head, Tie Beam, Chimney including reinforcement steel, form work, scaffolding for all level as per site necessary, all necessary materials and equipments, transportations, batching, mixing, vibration, dewatering etc as per approved drawing and direction.
Conducting Pile Integrity 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.
Setting of stubs (Sets of four) including transportation & distribution of stub and accessories from store to site excluding cost of excavation, concreting & back filling.
Carriage of materials
Manual Labour including loading, unloading and stacking of Sand, stone aggregate, below 40 mm nominal Size
Manual Labour including loading, unloading and stacking of Cement
Manual Labour including loading, unloading and stacking of Steel
Description of Work / Item(s)
Amount
Mobilization (including preparation of work space, Approach road, dewatering, arrangement of electricity, jungle clearing, earth levelling and making all arrangement for completion of the work) to facilitate the construction of foundation.
Boring, providing and installation of bored cast in situ pile of 1200 mm diameter below the pile Head with M25 grade of cement concrete including the cost of reinforcement steel, cost of boring with temporary quide casting bentonite solution. (Length of the pile for payment shall be measured from the bottom of the pile Head). All necessary labour materials, plants and tackles etc. complete as necessary for proper execution of the job. The unit rate include excavation, dewatering, socketing, anchoring (if required), backfilling, form work for placing plain or reinforced concrete cement, supply and providing MS liner of 6 mm thick in piles upto depth as per drawing from ground level. The pile top should be chipped off to remove laitance concrete above cut off level (750 mm from the top of pile for which no extra payment shall be made. All execution should be as per approved drawing. (Payment will be made as per actual length of the piles as per site condition)
Providing and laying in M25 grade concrete of specified 28 days strength for pile Head, Tie Beam, Chimney including reinforcement steel, form work, scaffolding for all level as per site necessary, all necessary materials and equipments, transportations, batching, mixing, vibration, dewatering etc as per approved drawing and direction.
Conducting Pile Integrity 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.
Setting of stubs (Sets of four) including transportation & distribution of stub and accessories from store to site excluding cost of excavation, concreting & back filling.
Carriage of materials
Manual Labour including loading, unloading and stacking of Sand, stone aggregate, below 40 mm nominal Size
Manual Labour including loading, unloading and stacking of Cement
Manual Labour including loading, unloading and stacking of Steel
(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
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Mega Electricals (BID ID -241499)
Krishna Urja Construction LLP (BID ID -245246)
Mega Electricals (BID ID -241499)
Krishna Urja Construction LLP (BID ID -245246)
Mega Electricals (BID ID -241499)
Mega Electricals (BID ID -241499)
Krishna Urja Construction LLP (BID ID -245246)
Krishna Urja Construction LLP (BID ID -245246)
Mega Electricals (BID ID -241499)
Mega Electricals (BID ID -241499)
Krishna Urja Construction LLP (BID ID -245246)
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