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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 40 3215 S L PLAZA PRASANTHI LANE PALARIVATTOM ERNAKULAM 682 025 | ERNAKULAM | ERNAKULAM | KERALA | 682025 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical DOOR NO 1888 1ST FLOOR KADAYIL DEW BUILDING NH ROAD SREEKARIYAM PO THIRUVANANTHAPURAM KERALA 695017 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695017 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical D NO V 155B GROUND FLOOR KOTHARATHU BUILDING THOZHUPADAM ROAD NEAR ALPHA PALIATIVE CARE VENGANELLUR CHELAKKARA THRISSUR 680586 | CHELAKKARA | THRISSUR | KERALA | 680586 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical UPPANIYIL 16 802 AROOR P O ALAPPUZHA DISTRICT KERALA 688 534 | ALAPPUZHA | KERALA | 688534 | Admitted-Fee/PreQual/Technical |
Tender Value
₹4.7 Cr
EMD Value
₹1 L
Closing Date
15 Sept 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
DCE , TC , KANNUR
Office of the Deputy Chief Engineer ,Transmission circle . kannur
Construction of 33kV interlink line using Overhead covered conductor
2026_KSEB_866782_1
DCE/TC/KNR/05/2026-27 dtd. 29.08.2026
Open Tender
Electrical Works
Item Rate
180 days
AMBALATHARA
SOLVANCY CERTIFICATE,MAAT,EXPERIENCE CERTIFICATE , BOUNDEN AGREEMENT , GST AND PAN DETAILS , ADRESS PROOF , SIGNED DOCUMENTS OF GTP , GENERAL AND TECHNICAL CONDITIONS .
11 documents required · 11 mandatory
₹8,850
₹1 L
ONLINE
18 Sept 2026
31 Aug 2026
18 Sept 2026
1 Sept 2026
15 Sept 2026
5 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Transporting lattice tower parts and connected accessories including loading and unloading charges etc as directed by Board staff to an average distance of 5 Km by lorry. | 62.65 | MT | - | - |
| 2 | 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-in-charge. All kinds of soil | 350 | m3 | - | - |
| 3 | 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-incharge. Ordinary rock | 75 | m3 | - | - |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge - Hard rock | 75 | m4 | - | - |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. (Rate is over corresponding basic item for depth up to 1.5 metre).All kinds of soil | 126.35 | m3 | - | - |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. (Rate is over corresponding basic item for depth up to 1.5 metre).- ordinary/hard rock | 54.15 | m3 | - | - |
| 7 | Stub setting in lines and levels using template in concrete foundation for 14 m A,B,C type lattice towers,etc as per specification and as directed by the departmental staff at site. | 35 | set | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 1,122.8 | m2 | - | - |
| 9 | 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 (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 136.33 | m3 | - | - |
| 10 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 102.14 | m3 | - | - |
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