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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.1 LAccepted-AOC PALAKKAD KANJIKODE | PALAKKAD | KERALA | 672122 | ₹14.1 L | 1 | Accepted-AOC Lowets-Non GST registered Accepted |
| 2 | 2₹12.4 LRejected-AOC 4 63 RAJESH BHAVAN CHANNACKAMON KARAVOOR PO KOLLAM | KOLLAM | KOLLAM | KERALA | ₹12.4 L | 2 | Rejected-AOC L2 Rejected |
| 3 | 3₹12.5 LRejected-Finance FLOOR NO GROUND FLOOR BUILDING NO FLAT NO NO12 606NMC 27 123 5 NAME OF BUILDING L R VILLA MANCHA ROAD STREET NEDUMANGAD CITY TOWN VILLAGE NEDUMANGAD DISTRICT THIRUVANANTHAPURAM KERALA STATE PIN 695 541 | NEDUMANGAD | THIRUVANANTHAPURAM | KERALA | 695541 | ₹12.5 L | 3 | Rejected-Finance Only L1 and L2 accepted |
| 4 | 4₹13.7 LRejected-Finance PALAKKAD KANJIKODE | PALAKKAD | KERALA | 672122 | ₹13.7 L | 4 | Rejected-Finance Only L1 and L2 accepted |
Tender Value
₹14.7 L
EMD Value
₹36,765
Closing Date
24 Jan 2026, 5:00 pmClosed
Assistant Executive Engineer
220 kVSubstation, Kanjikode Palakkad 678621
Construction of equipment foundation for providing dedicated feeders to M/s Yessem Steels and M/s Gasha Steels from 220 kV Substation, Palakkad.
2026_KSEB_827275_1
PKKD-02/2025-26/14.01.2026
Open Tender
Civil Works - Others
90 days
Kanjikode
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹36,765
16 Feb 2026
14 Jan 2026
27 Jan 2026
14 Jan 2026
24 Jan 2026
14 Jan 2026
14 Jan 2026 - 24 Jan 2026
Hand picking, collecting and stacking the 40/20mm metal spread in the switch yard at a convenient place in heaps for measurements as per direction of department officers at site.(Up to 50m)
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
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) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete
Centering and shuttering including strutting, etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more
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 :3 graded stone aggregate 20 mm nominal size
Stub setting or fixing foundation bolts in position in correct line and levels for 110kV CT/CVT/LA/PT by using the templates supplied departmentally and taking back the templates after setting etc., complete as directed by the departmental officers at site.
Stub setting or fixing foundation bolts in position in correct line and levels for 110kv isolator by using the templates supplied departmentally and taking back the templates after setting etc., complete as directed by the departmental officers at site. Hire charges for tools, Jack etc. LS
Stub setting or fixing foundation bolts in position in correct line and levels for 110kV circuit breaker by using the templates supplied departmentally and taking back the templates after setting etc., complete as directed by the departmental officers at site.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
Spreading 20/40mm stone aggregate in the yard as per the direction of dept. officers at site
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