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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical KAKKAYAMKODE HOUSE KONGAD P O PALAKKAD 678631 | PALAKKAD | PALAKKAD | KERALA | 678631 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical GOPURATHINGAL HOUSE ANGAMALY SOUTH ERNAKULAM 683573 | ERNAKULAM | KERALA | 683573 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical 32 1041 VAZHAPPILLY SHOPPING COMPLEX ATHANI THRISSUR 680581 | THRISSUR | THRISSUR | KERALA | 680581 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹96.0 L
EMD Value
₹50,000
Closing Date
23 Sept 2026, 4:00 pmClosed
Executive Engineer
O/o the Executive Engineer, Transmission Division, KSEB 220kV Subsytation Compound Chalakudy
Construction of a new 110kV Substation (AlS) at Vettilappara - Construction of equipment foundation and cable trench
2026_KSEB_867880_1
02/2026-27/EE/TD/CHDY dtd 05.09.2026
Open Tender
Civil Works - Others
Percentage
90 days
Vettilappara
As mentioned in tender documents, Experience, Solvency, Turnover etc.
2 documents required · 2 mandatory
₹5,900
₹50,000
26 Sept 2026
5 Sept 2026
26 Sept 2026
9 Sept 2026
23 Sept 2026
9 Sept 2026
9 Sept 2026 - 11 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 upto 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. | 745 | M3 | 359.74 | ₹2,68,005.03 |
| 2 | Excavation work 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 soils as directed, within a lead of 50 m. Ordinary rock. | 120 | M3 | 656.47 | ₹78,776.1 |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 45 | M3 | 131.02 | ₹5,895.73 |
| 4 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials. Ordinary or hard rock | 50 | M3 | 234.99 | ₹11,749.57 |
| 5 | 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 fine sand : 6 graded stone aggregate 20 mm nominal size) | 85 | M3 | 8,569.15 | ₹7,28,377.72 |
| 6 | 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 | 325 | M3 | 10,488.77 | ₹34,08,851.71 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 2,305 | M2 | 386.16 | ₹8,90,094.65 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo - Mechanically Treated bars of grade Fe-500D or more. | 23,500 | KG | 112.43 | ₹26,41,996.9 |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m. | 570 | M3 | 318.45 | ₹1,81,519.07 |
| 10 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | 300 | M2 | 369.76 | ₹1,10,928.93 |
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