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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.6 LAccepted-AOC KAKKAYAMKODE HOUSE KONGAD P O PALAKKAD 678631 | PALAKKAD | PALAKKAD | KERALA | 678631 | ₹71.6 L | L1 | Accepted-AOC L1 Accepted |
| 2 | L2₹72.7 L+₹1.1 L (1.58%)Rejected-AOC | ₹72.7 L+₹1.1 L (1.58%) | L2 | Rejected-AOC L2 - Rejected |
| 3 | L3₹74.3 L+₹2.7 L (3.77%)Rejected-AOC | ₹74.3 L+₹2.7 L (3.77%) | L3 | Rejected-AOC L3 - Rejected |
| 4 | L4₹74.9 L+₹3.3 L (4.67%)Rejected-AOC NIRAMARUTHUR GRAMA PANCHAYAT NIRAMARUTHUR P O TIRUR 676 109 | MALAPPURAM | KERALA | 676109 | ₹74.9 L+₹3.3 L (4.67%) | L4 | Rejected-AOC L4 - Rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical PAC of none of the works executed by the bidder during the last three years exceeds Rs.Fifty Lakh |
Tender Value
₹83.2 L
EMD Value
₹50,000
Closing Date
18 Mar 2026, 5:00 pmClosed
Executive Engineer, TransGrid TC Divison, Shoranur
Executive Engineer, TransGrid TC Divison, Shoranur, Vydyuthi Bhavanam, Kallippadam P.O. Shoranur - 679 122
220kV GIS Mannarkkad - Construction of Compound wall for the proposed 220kV GIS substation at Mannarkkad
2026_KSEB_842057_1
EE / TG TCD / SRR / 01 / 2025-26 dated 28.02.2026
Open Tender
Civil Works - Others
Percentage
120 days
Mannarkkad
Refer tender documents
5 documents required · 5 mandatory
₹5,900
₹50,000
18 Jun 2026
3 Mar 2026
24 Mar 2026
3 Mar 2026
18 Mar 2026
3 Mar 2026
3 Mar 2026 - 10 Mar 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 |
|---|---|---|---|---|---|
| 1Compound wall | |||||
| 1.01 | 15.7.4 :Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. In cement mortar | - | cum | - | - |
| 1.02 | 15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges: In cement mortar | - | cum | - | - |
| 1.03 | 2.6.1 :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 | - | cum | 1 | - |
| 1.04 | 2.7.1 : 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.
Ordinary rock | - | cum | - | - |
| 1.05 | 2.8.1 : 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
All kinds of soil | - | cum | - | - |
| 1.06 | 2.9.1 : 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 50m.
Ordinary rock | - | cum | - | - |
| 1.07 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:
Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.08 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 1.09 | 4.20.1.1 : Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Note : 1) Excess /less cement used than specified in this item is payble / recoverable separately.
Concrete of M-10 grade with minimum cement content of 220 kg/cum) | - | cum | - | - |
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