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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹1.3 Cr
EMD Value
₹50,000
Closing Date
28 May 2026, 3:00 pmClosed
Biju K Oommen
Office of the Executive engineer, Transmission Division, Nedumkandam, Chembalam P.O., idukki 685553
Upgradation of 66kV Substation Peermade to 110 kV by upgrading 13.6km single circuit 66kV Mundakkayam Peermedu line into 110kV double circuit line under Transmission Circle, Thodupuzha - Site leveling, construction of retaining wall, compound wall
2026_KSEB_835235_2
13/TDN/E-TENDER/2025-26 dated 09.02.2026
Open Tender
Civil Works - Others
Percentage
180 days
Peermade
Experience in similar works of similar magnitude and type. Net worth for each of the last three financial years should be positive
Average annual turnover of 98 lakhs Solvency of 65 lakhs
6 documents required · 6 mandatory
₹5,900
Yes
₹50,000
16 Jul 2026
16 May 2026
1 Jun 2026
16 May 2026
28 May 2026
16 May 2026
16 May 2026 - 28 May 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 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | M2 | 1 | - |
| 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 | 0.2 | M3 | 0.8 | ₹0.16 |
| 3 | 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. | - | M3 | 0.2 | - |
| 4 | 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: Ordinary rock | 1 | M3 | 0.2 | ₹0.2 |
| 5 | 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..Hard rock (blasting prohibited) | - | M3 | - | - |
| 6 | 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. Second lift of 1.5 m or part thereof in excavation (ie 1.50 m to 3.00 m) | - | M3 | 0.2 | - |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. Ordinary or hard rock (Depth of 1.50 m to 3.00 m) | - | M3 | 0.2 | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | - | M3 | 0.4 | - |
| 9 | Dry stone masonry for retaining walls with hammer dressed close finished joints with lines and levels etc. complete as per the direction of Engineer in charge | - | M3 | 1 | - |
| 10 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | M3 | - | - |
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