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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹61.2 LAccepted-AOC 4TH FLOOR S S COMPLEX S J ROAD ATHGAON GUWAHATI ASSAM 781001 | KAMRUP METRO | ASSAM | 781001 | 1 | Accepted-AOC Bidder is L1 | |
| 2 | 2₹75.5 L+₹14.4 L (23.5%)Rejected-Finance | 2 | Rejected-Finance Bidder is L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical The Bid is considered as non-responsive. |
Tender Value
₹71.7 L
EMD Value
₹1.4 L
Closing Date
21 Jan 2025, 2:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief General Manager (PPnD), AEGCL
Chief General Manager (PPnD) O/o the Managing Director, Assam Electricity Grid Corporation Limited, 1st Floor, Bijulee Bhawan, Paltanbazar, Guwahati-781001
Height raising/erection of two numbers of new towers between tower loc no. 29 and 30 of Samaguri-Mariani Circuit-1
2024_AEGCL_41790_1
AEGCL/MD/TECH-1156/SOPD 2024-25/BID
Open Tender
Electrical Works
Turn-key
180 days
SAMAGURI MARIANI
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹1.4 L
26 Jun 2025
31 Dec 2024
22 Jan 2025
31 Dec 2024
21 Jan 2025
31 Dec 2024
Amount
Tower Superstructure
Galvanlsed lattice steel tower super structure for (B+3)=7.22MTx 2nos (includes bolts and nuts, D-shackle, pack washers, etc)
Stub sets
Partially galvanized stub angle with cleat
Stub setting template
Stub setting template B type=0.854 MT x 1 Nos
Ground Wire
GI Ground Wire
Strain clamp for Ground Wire
Copper Earth Bond
Insulators
Porcelain Disc Insulator 120 KN
Disc Insulator Accessories
Single tension hardware fittings for Deer compression type
Double tension hardware fittings for Deer compression type
Power Conductor Accessories
Stock Bridge Type Vibration Damper
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
Galvanlsed lattice steel tower super structure for (B+3)=7.22MTx 2nos (includes bolts and nuts, D-shackle, pack washers, etc)
Stub sets
Partially galvanized stub angle with cleat
Stub setting template
Stub setting template B type=0.854 MT x 1 Nos
Ground Wire
GI Ground Wire
Strain clamp for Ground Wire
Copper Earth Bond
Insulators
Porcelain Disc Insulator 120 KN
Disc Insulator Accessories
Single tension hardware fittings for Deer compression type
Double tension hardware fittings for Deer compression type
Power Conductor Accessories
Stock Bridge Type Vibration Damper
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
Superstructure erection including transportation from store to site
Stringing of power conductors
Stringing of GI Ground complete
Grounding of towers with 3 mtr long 25mm dia GI pipe
Painting of towers with bituminous palots of approved quality up to 03 meters from ground level including the cost of painting
Welding of nuts and bolts up to bottom cross arm level
Erection of danger plate (1 no per tower)
Erection of phase plate
Erection of number plate (1 no per tower)
Erection of Anti-Ciimbing device (1 set per tower)
Description of Work / Item(s)
Amount
Opening and Lowering of old GI Ground Wire
Opening and Lowering of old conductor
Dismantling of tower including transportation of dismantled tower to store
Description of Work / Item(s)
Amount
Earthwork in excavation by Mechanical means (Hydraulic Excavator/ manual means over areas 2 6 1 All kinds of soil For 4 nos of tower leg 4x3.85x3.85x3.00=177.87 4 nos of tie beam 4x5.6x0.35x0.475=3.72
Providing and laying in position cement concrete of specified grade excluding the cost of centering (a) in prop 1:3:6 aggregate by volume Base of the Footings 4x3.85x3.85x0.050=2.96
Thermo-Mechanically treated bars of grade 500D or more. Steel Reinforcement for RCC work Main bar 16mm of chimney 4x8x3.44 @1.58=173.93 lateral ties of 8mm @ 190 c/c 4x18x1.792 @0.39=50.31936 diamond ties of 8mm @ 190 c/c 4x18x1.324 @0.39=37.17792 Bottom Jali 16mm dia bars 4x66x3.75 @1.58=1564.2 Intermittent jaali, 16mm dia bars 4x40x4.074 @1.58=1029.91 top jaali 16mm dia bars 4x20x2.15 @1.58=271.76 4 nos of 16mm, longitudional tie 4x4x9.17 @1.58=231.82 beam bars 4x4x9.04 @1.58=228.54 stirrups of 8mm dia @ 300 mm 4x64x0.67 @0.39=66.89
Providing and laying in position specified grade of reinforced cement concrete, (1:2:4) (1 cement: 2 coarse sand (Zone III) derived from natural sources: 4 graded stone aggregate footing base (cuboidal) 4x3.85x3.85x0.10=5.93 Trapezoidal footing base (4nos) 8.22 footing 1st step 4x1.55x1.55x0.15=1.44 Chimney 4x2.93x0.50x0.50=2.93 Tie Beam 4x0.35x0.48x9.60=6.45
Using 25 mm thick particle board of ordinary timber planking so as to give a rough finish including footing base 4x4x3.85x0.25=15.4 footing 1st step 4x4x3.55x0.15=8.52 chimney 4x4x0.5x2.90=23.2 Tie Beam 4x1x0.35x9.6=13.44 4x2x0.48x9.6=36.86
Krishna Urja Construction LLP (BID ID -255838)
Krishna Urja Construction LLP (BID ID -255838)
Krishna Urja Construction LLP (BID ID -255838)
Krishna Urja Construction LLP (BID ID -255838)
Krishna Urja Construction LLP (BID ID -255838)
Bidder Name
Krishna Urja Construction LLP
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